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Home My WebLink About35 MOON SHELL - CALCS-WOW pool 20 N. Tustin Avenue Ron Lacher, R. Cf. engineering Anaheim, CA 32607 inGFgx,, (714) 630-16114 Phone: (714) 630-6100 STRUCTURAL CALCULATION5 FOR Caisson * Grade Beam Supported 3wlmmlng Pool AT The Tides Project - Lot 23 VVA Olt \tVQ \\\S M .IID013� 0 V% IrSO", P 35 Mbon3hell Crystal Cove, CA OR Te.5erna 700 Barcelona Or 5ntw, CA 92670-6630 DE,5161V DA5AED ON CBC 2007 EDITION A530CIA TfD 30IL5 flV611VEfRING, INC, 50IL5 REPORT DA TfD 06116/06, JOB No: 06- / 5 / 75 REINFORCING: fy = 40, 000 psi (Grade 40) fy = 60, 000 P51 (Grade 60) CONCRETE: P C = 3000 p5l ACTT VE PRf55LJRE = 90 pcf PA331 VE PRE35URf = 200 pcf (2, qOO p5 f MAX.) END BLARING = 3000p5eft (15,000p.5f MAX) 07/14/2008 03:48:35 PW W:\Projeots\2008\0472.08 Galsson POOITInal Report,pdf Page 1 of 77 ©Pool Engineering, Inc. 2008 TABLE OF CONTENTS DESCRIPTION PAGE 1. Design Methodology.......................................................................................... 4 2. Pool Input & Load Combinations.......................................................................... 5-10 3. Pool Load Cases............................................................................................... 11-22 4. Concrete Ultimate Strength Design....................................................................... 23 5. Governing Plate Force Contours a. Pool Floor............................................................................................. 24-27 b. Pool Walls............................................................................................ 28-31 c. Spa Floor............................................................................................. 32-35 d. Spa Walls............................................................................................. 36-39 e. Spa Dam Wall....................................................................................... 40-43 f. Basin Floor........................................................................................... 44-47 g. Basin Walls.......................................................................................... 48-51 6. Grade Beam — Ultimate Strength Design a. Governing Forces................................................................................... 52-59 b. Flexural Design...................................................................................... 60 c. Shear & Torsion Design........................................................................... 61-62 7. Caisson Design a. Allowable Stress Reactions..................................................................... 63-66 b. Vertical & Lateral Embedment Design......................................................... 67 c. Ultimate Strength Reactions..................................................................... 68-71 d. Flexural Design..................................................................................... 72-77 Pool Engineering, Inc. CAISSON & GRADE BEAM SUPPORTED SWIMMING POOL Designer; CJB Job# 08-0472 July 14, 2008 Project; Tides Project - Lot 23 07/14/2008 03:48:35 PM Page 3 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf' ©Pool Engineering, Inc. 2008 - - -- - ---DESIGN ME-T-HODOL-OGY - Pool Engineering, Inc. is providing structural calculations for a caisson & grade beam supported swimming pool, located at Lot 23, 35 Moonshell, Crystal Cove, CA. The structural shell for the swimming pool was designed in Rhinoceros, a three- dimensional solid modeler. The structure's mid -plane surface was transferred to ANSYS ICEM to obtain a uniform plate mesh. The mesh was then transferred to SAP2000 structural engineering software via a custom proprietary Pool Engineering translator program. The analysis was conducted within SAP2000. The pool load cases are illustrated on the following pages. A printout of governing force locations and their calculated values has been provided. Concrete Ultimate Strength Design is provided for the pool shell. Supporting caissons were modeled with an assumed depth to bedrock rtf 45'-0" 'max. per soils report. The grade beams were designed using Ultimate Strength Design. Caisson embedment is based on vertical and lateral loading. The caisson flexural design was performed in CSICol. This caisson & grade beam supported swimming pool design is based on the CBC 2007 Edition and the IBC 2006 Edition & Associated Soils Engineering, Inc. Soils Report dated 06/18/08, Job No: 06-15175. 07/14/2008 03:48:35 PM Page 4 of 77 WAProjects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Table 1: Material Properties 3000Ps1 Concrete Isotropic No Red 1.50E+02 3122.00E+03 Table 2: Area Section Properties 121n 3000Psi 0.000 Shell Shell -Thick 12.00 12.00 154546.98 4803.47 61n 3000Psl 0.000 Shell Shell -Thick 6.00 6.00 9681.62 300.91 Table 3: Frame Section Properties BONDBEAM 3000Psi Rectangular 12.00 12.00 144.00 2920.32 0.00 0.00 GRADEBEAM 3000Psi Rectangular 24.00 24.00 576.00 46725.12 80895.48 2514.31 PILE 3000Psi Circle 24.00 452.39 32572.03 189909.28 5902.56 Table 4: Load Case Definitions „, ��, �Loa�Case« �� frDesignType a ��Selt1�VMult� Dead (D) DEAD 1.000000 DB Pool (D) DEAD 0.000000 WB Pool (D) DEAD 0.000000 DB Spa (D) DEAD 0.000000 WB Spa (D) DEAD 0.000000 Soil (111) HOR EARTH PR 0.000000 Soil -Basin (112) HOR EARTH PR 0.000000 Pool Hydro (F1) WATER PR 0.000000 Spa Hydro (172) WATER PR 0.000000 Basin Hydro (F3) WATER PR 0.000000 07/14/2008 03:48:35 PM Page 5 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Table 5;_ Analysis Case Definitions D LinStatic Zero Yes D+F1 LinStatic Zero Yes D+F1+F3 LinStatic Zero Yes D+F2 LinStatic Zero Yes D+F2+F3 LinStatic Zero Yes D+F1+F2+F3 LinStatic Zero Yes D+F1+H1 LinStatic Zero Yes D+F1+F3+H1 LlnStatic Zero Yes D+F2+H1 LinStatic Zero Yes D+F2+F3+H1 LinStatic Zero Yes D+F1+F2+F3+H1 LlnStatic Zero Yes D+F1+H1+H2 LinStatic Zero Yes D+F1+F3+H1+H2 LinStatic Zero Yes D+F2+H1+H2 LlnStatic Zero Yes D+F2+F3+H1+H2 LinStatic Zero Yes D+F1+F2+F3+H1+H2 LlnStatic Zero Yes D+H1 LinStatic Zero Yes D+H1+H2 LinStatic Zero Yes 1.4D LlnStatic Zero Yes 1.4(D+F1) LinStatic Zero Yes 1.4(D+F1+F3) LinStatic Zero Yes 1.4(D+F2) LinStatic Zero Yes 1.4(D+F2+F3) LinStatic Zero Yes 1.4(D+F1+F2+F3) LinStatic Zero Yes 1.2(D+F1)+1,6H1 LinStatic Zero Yes 1.2(D+F1+F3)+1.6H1 LlnStatic Zero Yes 1.2(D+F2)+1.6H1 LinStatic Zero Yes 1.2(D+F2+F3)+1.6H1 LinStatic Zero Yes 1.2(D+F1+F2+F3)+1.6H1 LinStatic Zero Yes 1.2(D+F1)+1.6(H1+H2) LinStatic Zero Yes 1.2(D+F1+F3)+1.6(H1+112) LinStatic Zero Yes 1.2(D+F2)+1.6(1-11+H2) LinStatic Zero Yes 1.2(D+F2+F3)+1.6(H1+112) LinStatic Zero Yes 1.2(D+F1+F2+F3)+1.6(H14-H2) LinStatic Zero Yes 1.2D+1.6H1 LinStatic Zero Yes 1.2D+1.6(H1+H2) LinStatic Zero Yes 07/14/2008 03:48:35 PM Page 6 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Table 6: Load Assignments D Load case Dead (D) 1.000000 D Load case DB Pool (D) 1.000000 D Load case DB Spa (D) 1.000000 D+F1 Load case Dead"([)) 1.000000 ;1 D41 Load case WB PO(o;(D) 1 000000 D+F1 Load case DB Spa,(D) 1.000000 D+171 Load case Pool Hydro (F1) 1.00000.0 D+F1+F3 Load case Dead (D) 1,000000 D+F1+F3 Load case WB Pool (D) 1,000000 D+F1+F3 Load case DB Spa (D) 1.000000 D+F1+F3 Load case Pool Hydro (F1) 1.000000 D+F1+F3 Load case Basin Hydra (173) 1.000000 D+F2 Load case Dead (D) 1.000000 D+F2 Load case DB Pool (D) 1.000000 D42 Load case WB Spa (D)' 1.000000 j D+F2 Load case Spa Hydro (F2) 1.000000. j D+F2+F3 Load case Dead (D) 1.000000 D+F2+F3 Load case DB Pool (D) IM0000 D+F2+F3 Load case WB Spa (D) 1.000000 D+F2+F3 Load case Spa Hydro (F2) 1.000000 D+F2+F3 Load case Basin Hydro (F3) 1,000000 D+F1+F2+F3„ Load case Dead(D) 1.000000 D+F1+F2+F8 Load case WB PO01(D) 1.000006 D+F1+F2+F3' Load case WB Spa''(b) 1.000000' } D41+172+F3 Load case PooLHydro (F1) 1.000000'I D+F1+F2+F3 ' Load case Spa Hydro (F2) 1.000000 i D+F1+F2+F3 Load case a Basin Hydro (F3) 1.000000 i D+F1+H1 Load case Dead (D) 1.000000 D+F1+H1 Load case WB Pool (D) 1.000000 D+F1+H1 Load case DB Spa (D) 1,000000 D+F1+H1 Load case Pool Hydro (F1) 1.000000 D+F1+H1 Load case Soil (1-11) 1.000000 D+F1+F3+H1 ` Load case Dead(D) 1 0000i D+F1+F3+H1- Load case WB P001'(D) �: 1.000000 D+F1+F3+1-11 Load case DB Spa (D) 1 000000 ( b+F1+F3 H1 �. Loadroa.se' Pool HydrQ,'(F1) . 1,000000 D+F1tF3+H1 Load case Basin Hydro (F3) 1,000000 D+F1+F3+H1 Load case " $011 (H1) 1 000000,1 D+F2+H1 Load case Dead (D) 1.000000 D+F2+H1 Load case DB Pool (D) 1.000000 D+F2+H1 Load case WB Spa (D) 1,000000 D+F2+H1 Load case Spa Hydro (F2) 1.000000 D+F2+H1 Load case Soil(H1) 1.000000 D+F2+F3+H1 Load case bead.(D) 1 000000 D+F2+F3+H1 Load case DB Pool(D) 1 000000 D+F2+F3+H1 . Load case WB Spa (D) 1 M0000 j D+F2+F3+H1 Load case Spa Hydro (F2) 1,000000; D+F2+F3+H1. Load case Basin Hydro (03) 1,000000], D+F2+F3+H1 - Load case Soil (1-11). 1.000000:j i i 07/14/2008 03:48:35 PM Page 7 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc, 2008 D+F1+F2+F3+Hl Load case Dead(D) 1.000000 D+F1+F2+F3+H1 Load case WB Pool (D) 1.000000 D+F1+F2+F3+H1 Load case WB Spa (D) 1.000000 D+F1+F2+F3+H1 Load case Pool Hydro (F1) 1.000000 D+F1-FF2+F3+H1 Load case Spa Hydro (F2) 1.000000 D+F1+F2+F3+H1 Load case Basin Hydro (F3) 1.000000 D+F1+F2+F3+H1 Load case Soll(H1) 1.000000 D+F1+H1+H2 Load case Dead(D) 1:00000.0 D+F1+H1+H2 Load case ' W13 Pool (D) > 1.000000 D+171+H1+H2 Load case ' DB Spa (D) > 1.000000 D41+H1+H2 . Load case Pool Hydro (F1,) 1000000 D+F1+H1+H2 Load case Soil(H1) ': 1100000,0 D+F1+H1+H2 Load case Soil-Basm (H2)' , 1.000000 D+F1+F3+H1+H2 Load case Dead(D) 1.000000 D+F1a•F3+H1+H2 Load case WB Pool (D) 1.000000 D+F1+F3+H1+H2 Load case DB Spa (D) 1.000000 D+F1+F3+H1+H2 Load case Pool Hydro (171) 1.000000 D+F1•FF3+H1+H2 Load case Basin Hydro (F3) 1.000000 D+F1+F3+H1+H2 Load case Sol](H1) 1.000000 D+F1+F3+H1+H2 Load case Soil -Basin (112) 1.000000 D+F2+H1+H2 Load case Dead(D) 11.0,00000 D+F2+H1+H2 Load"case D13Pool"(D).f, 1000000 D+F2+H1+1-2 Load case, `. WBSpa (D) ; 1,000000 D+F2+H1'+H2� Load case Spa Hydro (172) 1.000000 D+F2+H1 tH7 , Load case..:' Soil' (H 1) " ,, 1.000000 D+F2+H1+H2 -_ , Load case . __. o_ . _._ ._ - Soil -Basin (H2) 1.000000 _.000 D+F2+F3+H1+H2 Load case Dead(D) 1.000000 D+F2+F3+H1+H2 Load case DB Pool (D) 1.000000 D+F2+F3+H1+H2 Load case WB Spa (D) 1.000000 D+F2+F3+H1+H2 Load case Spa Hydro(F2) 1.000000 D+F2+F3+H1+H2 Load case Basin Hydro (F3) 1.000000 D+F2+F3+H1+H2 Load case SoiI(H1) 1.000000 D+F2+F3+H1+H2 Load case Soil -Basin (112) 1.000000 D+F1+F2+F3+H1+H2 , 'Load case, Pool ,Hydro (F1,) " 1.000000 D+F1fF2+F3+H1+H2 Load case Spa Hydro.(F2) .' 1.000000 D+F1+F2+F3+H1+H2.. Load case" ` Basin Hydro.(F3) 1.000,000 D+F1+F2+F3+H1+H2' Load case Soil (H1) 1.000000 D+F1+F2+F3+H1+H2 Load case ' Soil -Basin (H2) 1 000000 D+H1 Load case Dead (D) 1.000000 D+H1 Load case DB Pool (D) 1,000000 D+H1 Load case DB Spa (D) 1.000000 D+H1 Load case Soil (H1) 1.000000 D+H1+H2 Load case Dead 1.000000 D+H1+H2 Load case DB Pool.(D) '. 'I M0000 D+H1+N2 Load case "DB Slpa:(6) - 1.000000 D+H1+H2 Load case Soil (H1) ,: 1.000000 D+H1+112 Load case 1 Soil -Basin (H2) 1.000000 1.4D Load case Dead (D) 1,400000 1.41D Load case DB Pool (D) 1.400000 1.41D Load case DB Spa (D) 1.400000 07/14/2008 03:48:35 PM Page 8 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 1.4(D41) Load case Dead (D) 1.400000I 1.4(D+F1) Load case WB PooI (D) 1.400000 A 1.4(D+F1) Load case DB Spa (D) 1 400000 1.4(D+171) Load case Pool Hydro (F1) ° 1.400000 1,4(D+F1+F3) Load case Dead (D) 1.400000 1.4(D+F1+F3) Load case WB Pool (D) 1.400000 1.4(D+F1+F3) Load case DB Spa (D) 1.400000 1.4(D+F1+F3) Load case Pool Hydro (171) 1.400000 1.4(D+F1+F3) Load case Basin Hydro (F3) 1.400000 1.4(D+F2) Load, case Dead (D) 1.400000 1.4(D+F2) Load case DB Pool (D) 1,400000` 1 1.4(D+F2) Load case WB Spa (D) 1.400000;1 1.4(D+F2) Load case Spa Hydro (F2) 1.400000 1.4(D+F2+F3) Load case Dead (D) 1.4000001 1.4(D+F2+F3) Load case DB Pool (D) 1.400000 1.4(D+F2+F3) Load case WB Spa (D) 1.400000 1.4(D+F2+F3) Load case Spa Hydro (F2) 1.400000 1.4(D+F2+F3) Load case Basin Hydro (F3) 1,400000 1.4(D+F1+F2+F3) Load case Dead (D) ; 1,400000 1.4(D+F1+F2+F3) Load;case WBPool:(1) 1.400000.E 1.4(D+F1+F2+F3) ` Load case_ WB Spa (D) 1/400000 1.4(D+F1+F2+F3) Load case Pool Hydro (F1) 1.400000 ;{ 1.4(D+F1+52+F3); Load case Spa Hydro (F2) 1.400000 1.4(D+F1+F2+F3) Load case Basin Hydro (F$) 1.400000 1.2(D+F1)+1.6H1 Load case Dead (D) 1.200000 1.2(D+F1)+1.6H1 Load case WB Pool (D) 1,200000 1.2(D+F1)+1.6H1 Load case DB Spa (D) 1.200000 1,2(D+F1)+1.6H1 Load case Pool Hydro (F1) 1,200000 1.2(D+F1)+1.6H1 Load case Soil (H1) 1,600000 1.2(D+F1+F3)+1,6H1 Load case Deatl (D)- 1 20000.0 1.2(D+F143)+1,6H1 Load case WB Pool-(D) 1.200000 1.2(D+F1+F3)+1.6H1 Load case DB Spa (D) 1,200000 1.2(D+F1+F3)+1.6H1 Load case Pool Hydro,(F1) 1.200000 1 2(D+F1+F3)+1,6111 Load case Basin Hydro (F3) ,; 1.260000 12(b+F1+F3)+1,6H1 Load case Soil (111) 1:200000 1,2(D+F2)+1.6H1 Load case Dead (D) 1.200000 1.2(D+F2)+1.6H1 Load case DB Pool (D) 1.200000 1.2(D+F2)+1.6H1 Load case WB Spa (b) 1.200000 1.2(D+F2)+1.6H1 Load case Spa Hydro (F2) 1.200000 1.2(D+F2)+1.6H1 Load case Soil (1-11) 1.600000 1`2(D+F2+F3)+1,6H1 Load caIso Dead (D) 1200000] 1,2(D+F2+F3)+1.6H1 Load case DB Pool(b) 1,200000 12(D+F243)+1,6H1 Load case -WB Spa (D) 1200000 1 1,2(D+F2+F3)+1.6H1 Load case Spa Hydro (F2) 1.200000 1;2(D+F243)+1,6H1 Load case Basin Hydro (173) 1,200000, 1.2(D+F2+F3)+1,6H1 Load case Soil (H1) 1,600000 I, 1.2(D+F1+F2+F3)+1.6H1 Load case Dead (D) 1.200000 1.2(D+F1+F2+F3)+1.6H1 Load case WB Pool (D) 1.200000 1.2(D+F1+F2+F3)+1.6H1 Load case WB Spa (D) 1.200000 1,2(D+F1+F2+F3)+1.6H1 Load case Pool Hydro (F1) 1,200000 1.2(D+F1+F2+F3)+1.6H1 Load case Spa Hydro (172) 1.200000 1.2(D+F1+F2+F3)+1.6H1 Load case Basin Hydro (F3) 1.200000 1,2(D+F1+F2+F3)+1.6H1 Load case Soil (1-11) 1.600000 07/14/2008 03:48:35 PM Page 9 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 1,2(D+F1+F3)+1.6(H1 +H2) 1.2(D+F1+F3)+1.6(H1+112) 1.2(D+F1+F3)+1.6(H1+H2) 1.2(D+F1+F3)+1.6(H1+H2) 1.2(D+F1+F3)+1.6(H 1+H2) 1.2(D+F1+F3)+1.6(H1+H2) 1.2(D+F1+F3)+1.6(H1+H2) 1.2(D+F2)+1.6(H1+H2) 1.2(D+F2)+1.6(111+112) 1.2(D+F2)+1.6(H1+H2) Load case Dead (D) 1.200000 Load case WB Pool (D) 1.200000 Load case DB Spa (D) 1.200000 Load case Pool Hydro (F1) 1.200000 Load case Basin Hydro (F3) 1.200000 Load case Soil (H1) 1.600000 Load case Soil -Basin (H2) 1.600000 1.2(D+F2+F3)+1.6(H1+H2) Load case Dead (D) 1.200000 1.2(D+F2+F3)+1.6(H1+H2) Load case DB Pool (D) 1.200000 1.2(D+F2+F3)+1.6(H1+H2) Load case WB Spa (D) 1.200000 1.2(D+F2+F3)+1.6(H1+H2) Load case Spa Hydro (F2) 1.200000 1.2(D+F2+F3)+1.6(H1+H2) Load case Basin Hydro (F3) 1.200000 1.2(D+F2+F3)+1.6(H1+H2) Load case Soil (H1) 1.600000 1.2(D+F2+F3)+1.6(H1+H2) Load case Soil -Basin (112) 1.600000 2(641+F2+F3)+1 6(H1+H2) Load case Dead (D)" " 1,200000 F1+F 2(D+2+F3)+1+ 1 6(HH2) Load case WB Pool'(D) 9.2000N 2(13+F142+173)+1`:6(H1+H2) Loadcase WB,Spa,(D),;` 1200000 �.ztu+r�+t z+r +�;bttt�+hzf Loaa case i esasm rtyaro tr3/., i.zuuuw 1 1.2(D+F1+F2+F3)+1:6(H1+H2) Load case Soil (H1) •,' 1.60000.0 1,2(D+F1+F2+F3)+1;�6(H1+H2) Load case,. Soil -Basin (H2) 1.600000 , 1.2D+1.6H1 Load case Dead (D) 1.200000 1.2D+1.6H1 Load case DB Pool (D) 1.200000 1.2D+1.6H1 Load case DB Spa (D) 1.200000 1.2D+1.6H1 Load case Soil (H1) 1.600000 1 2D+1.61.01+H2)' '� Load case �; Dead (D) 1;200000, 1.2D+1.6(H1+H2) Load case J. DB Pool (D).'," 1.200000 1:2D+1.6(H1+H2) Load case„ ', DB Spe (D) 1.200000 1.2D+1.6(H1+112)" Load case Soil (H1) " . 1.600000 4 1) 4 Q/U' 4 ,un% 07/14/2008 03:48:35 PM Page 10 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 11:22:59 SAP2000 v11.0.8 - Belot 23 - 3-D View - Ib, ft, F Units 07/14/2008 03:48:36 PM Page 11 of 77 W:\Projects\2008\0472-08 Calsson Pool\Final Report.pdf ©Pool Engineerinq, Inc. 2008 r� I C SAP2 0 0 0 7/14/08 11:24:49 a 0. 26. 53. 79. 106. 132. 158. 185. 211. 238. 264. 290. 317. SAP2000 v11.0.8 - File:Lot 23 - Area Surface Pressure - Face Top (Pool Hydro (F1)) - Ib, ft, F Units 07/14/2008 03:48:36 PM Page 12 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 t I SAP2000 z 7/14/08 11:25:30 0, 26, 53. 79, 106, 132, 158. 185, 211. 238, 264, 290, 317. 343, SAP2000 v11.0.8 - Filelot 23 - Area Surface Pressure - Face Top (Spa Hydro (F2)) - Ib, ft, F Units 07/14/2008 03:48:36 PM Page 13 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 z 0. 26. 53. 79. 106. 132. 158. 185. 211. 238. 264. T 7/14/08 11:26:08 317. 343. SAP2000 v11.0.8 - Filelot 23 - Area Surface Pressure - I -ace Bottom (spa Hyaro ID, Tt, I- units 07/14/2008 03:48:37 PM Page 14 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 11:26:44 0. 17, 34. 50. 67, 84. 101. 118, 134. 151. 168. 185. 202. 218. SAP2000 v11.0.8 - FIIe:Lot 23 - Area Surface Pressure - Face Bottom (Basin Hydro (F3)) - Ib, ft, F Units 07/14/2008 03:48:37 PM Page 15 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report,pdf ©Pool Engineering, Inc. 2008 OAJ 111 p 0. 38. 76. 114 7/14/08 11:27:59 190. 228. 267. 305. 343. 381, 419. 457. 495. SAP2000 v11.0.8 - File:Lot 23 - Area Surface Pressure - Face Bottom (Soil (1-11)) - lb, ft, F Units 07/14/2008 03:48:37 PM Page 16 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2 0 0 0 7/14/08 11:30:30 SAP2000 v11.0.8 - File:Lot 23 - Area Surface Pressure - Face Top (Soil -Basin (H2)) - Ib, ft, F Units 07/14/2008 03:48:38 PM Page 17 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 F1 0. 29. 58. 87. 115, 144. 173. 202. 231 L' 7/14/08 11:31:27 260. 288. 317. 346. 375. SAP2000 v11.0.8 - File:Lot 23 - Area Uniform (DB Pool (D)) (GLOBAL - Gravity) - lb, A, 1- units 07/14/2008 03:48:38 PM Page 18 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 II a 7/14/08 11:32:17 'Note: Becaose the pool floors hays already been.loaded with water (62, od - see Pool Hydrostatic Loading ) the dead load'of the:"addtI hol concrete is modeled as its Concrete` W010ht.(150 pcf) minus the weight of water for the load cases'with the poolfull..", 0. 17. 34. 51. 67. 84. 101. 118. 135. 152. 168, 185. 202. 219. 5AI'2000 V11.U.8 - I-ile:Lot 23 - Area Uniform (WB Pool (D)) (GLOBAL - Gravity) - lb, ft, F Units 07/14/2008 03:48:38 PM Page 19 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 t 9 SAP2 0 0 0 7/14/08 11:33:51 E 0. 40. 81. 121. 162. 202. 242. 283. 323. 363. 404, 444. 485. 525. SAP2000 v11.0.8 - File:Lot 23 - Area Uniform (DB bpa (D)) (ULUBAL - vravity) - ID, tt, r units 07/14/2008 03:48:39 PM Page 20 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 M 7/14/08 11:34:42 Note: :Because the,spa#loors have already been loaded with Water (62;4pcf - see Spa Hydrostatic Loading) the dead ;Ioad.of the additional concrete is,modeled as its Concrete Weight (150'pcf) minus the weight`of water for the load cases with the spa full, a 0, 13. 27. 40. 54, 67. 81. 94. 108, 121. 135, 148. 162, 175. SAP2000 v11.0,8 - File:Lot 23 - Area Uniform (WB Spa (D)) (GLOBAL - Gravity) - Ib, ft, F Units 07/14/2008 03:48:39 PM Page 21 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report,pdf ©Pool Engineering, Inc, 2008 n Caisson 4 3 7/14/08 11:36:20 SAP2000 v11.0.8 - Fiielot 23 - 3-D View - ib, ft, F Units 07/14/2008 03:48:39 PM Page 22 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 I Plate Capacity Report - Ultimate Strength Design jD.enotes governing force With a contour provldetl f(; = 3000 psi - compressive strength of concrete b = 12 In -width of design plate Q)s = 0.75 shear reduction factor Of = 0.90 flexural reduction factor R1 = 0.85 Steel Schedule Region Description Min/ Max CONCRETE LOADING REINFORCING ULTIMATE STRENGTH DESIGN t Cover d Loading Condition M" Vu Rebar As Ds fy ova SheaK, a WM NFlexuref Section in in., in. ft-lb lb. Spacing 2' in,Rool In. psi lb. R tioi in. ft Ib ., 4Ratio Check "Floor:V13 Transvetse Shear, t Abs ;Max 12 0 2 0, <;! 9:75 :1 4(D+F,1+F3 _ 2644 2936 # 4., 12 0<200 ,0.500 40000_` 96:13.:' FV2654 0:2614 "5772 "' 14582 ` ; OK i 0o Floor-V23 ;' I ,"L'ori 'ifudinal Shear::- Abs ax , 12(0 2 0 •; 9 75. + . "+ ;1 d D_.,F1,_F3 -1959. 3672 4" +_ .12 0200 0:50D 40000 9 13`;- �0�3820''s °0:2814. 5772. -. r -OK",, ,. , Pool Floor Pool Floor M11 Max Transverse Moment _. Max 12.0 3.0 8 75 1 4(D+F1) 1670 39 # 4 @ 12 0200 0,500 40000 8627 0 0045 02614 5172 0 32L9µ OK :: Pool Floor M11 Min - Transverse Moment; Min _ ' 12:0 . 2.0 `: 9:75 9.4(p+F1#F3) 2644 2936 # 4 12 0;200 0.500 40000` 9613 " O i054x :0:2614 '5772 0 4582 OK Pool Floor M22 Max Longitudinal Moment Max 12A 3.0 8:75 1.4(D+F1) 1448 137 # 4 @ 92 0200 0.500 40000 8627 O01.5,9 0.2614 5172 :0 280d OK Pool Wall Pool Wall M11 Min Pool= alf'.M22, W Max. Pool Wall M22 Min Spa Floor Y13 S a Floor V23 17 Spa Floor Spa Floor M11 Max Spa Floo�`M11 Min` Spa Floor M22 Max Spa Wall Spa Wall M11 Min Spa Wall M22 Max Horizontal Moment I Min 1 12.01 2.0 1 9 7511 4(D+F1) ` Vertical .Moment Max 12 0 3 0 8 75 1 2(D+F2 +1 6H1 Vertical Moment Min 11 2.0 9.75 1A(D+F1) "Transye�se Shea .' f Abs+: Max "12-0 1 4 DtF1+F2+F3 Lo ` itud'" I Shear` Abs -Max ,.12:0 2 0 4(D + + + F1 F2 _ F3 Transverse Moment Max 12.0 3.0 8.75 1 4(D+F1+F2+F3 Transverse Momehf in 120 2 0 9 75 1 4(D+F1+F2+F3 Longitudinal Moment Max 1 12.0 3.0 8.75 1.4(D+F1+F2+F3 Min 12.02.0 Verti atl Moment ` I Max 112.0I 3.0 I 8.76I1.2(D+F1+F3) 13E Spa Dam Wall Spa Dam Wall M11 Max Horizontal Moment Max 12.0 2.0 9.75 1 4(D+F2+F3) S a Darn W II M11 in Horizontal Moment": Min 120 2 0 9 75 1 4 D+F1+F3 Spa Dam Wall M22 Max p Vertical Moment Max 12 0 2 0 9.75 1,4 D+F2+F3 ( ) Spa Dam,1!�ail M22EMth . , ,,, Vertical;Morftent,� Min 170 „ 2 0„ 9.75 1 �(D+F1+F3) ,. , Basil) Floor V13 Y. Transverse Shear Abs Max 120 2 0 Basra Floo'rV23 'Lohgltudlnal Shear:: Abs „Max 120 20 975 1 2(D+F1tF2+F3)+;1:6F Basin Floor Basin Fioor 1y111 Max Transverse Moment Max 12'0 2 0 9 75 1 4(D+F1.+F3) Basin Floor M11 Min Transverse Moment Min 12.0 3.0 8.75 1.2(D+F1)+1.6(H1+H2) Basin Floor M22 Max Longitudinal Moment Max 12.0 2.0 9.75 1.2(D+F2+F3)+1.6H1 Basin Wall Basin Wall M11 Mfn Horizontal Moment Min 6.0 3.0 2.75 1,2(D+F2)+1:6(H1+H2) Basin Wall M22 Max Vertical Moment Max 6.0 3.0 2.75 1.4(D+F1+F3) 13asin.Wall M22,Mirr Vertical Moment Min 60 • 3.0, 2.75 11.2 D+F1 +1.6 Ht+H2' 249,0 1484 # 4 @ , 12 0 200 0 500 40000 86270�1�720 0 2614 .51720 8k16 ! OK 981 684 # 4 @, 12 0 200 0. 500 40000 8627 0 0793 0 2614 5172 0 1897' OK -826 476 # 4 @ 12 0200 0 500 40000 9613 i0 0496,' 0.2614 5772 0 1 31 OK 2494 1483 # 4 @' 12 0 500 40000= 8627 :.0 17,1: 0 2614 .5172 0 822 OK -1370 -801 # 4 @ 12 F0-200 0.200 0.500 40000 9613 0 0833 0.2614 5772 ,°0,2374w, OK 1585 , •1645 # ' 4 @ ; 12 0 200 0.500 40000` 9613 = _% {,7tI 0 2614 =- 5772 W,0 27 - = OK- r 884 1140 1695 -72 # d, 12 # 4 @ 12 0.200 __ 0.200 0.500 0.500 40000i 40000 8627 0.4 ,63 0 0084 .0 2614 7 _ _- ._ 0.2614 ',I 5772 , . 5172 _ 0o 532 xar OK 2005 , "156,Q # ' "4 -1 2 0;200 ',50 .00 "40000Y 9613 0 1623fi 0.2614 ° 57720 W,02204,iOK *57 1206 -248 # 4 @ 12 0,200 0.500 40000 8627 00.028,a 0.2614 5172 ;;;02332.> OK OK I 11143I 900I# 4 @ 121 0200I 0.5001 400001 8627 I Oz10 10.26141 5172 I Or1 O I OK 742 435 # 4 @ 12 0.200 0.500 40000 9613 f 0 0 53 0 2614 5772 s`0 ;1286 OK " .:: f ,. . 2fi5 525 # 4- r 12 :0200 0 500 40000 .9613; 0 0546 0:2614' 5772 0 2175 . O @..K 543 635 # 4 12 0.200 0.500 40000 96 3� s @ I I I I 1 �0,0661�110.2614I 5772 1,,' r�;Q0940„,,I OK -820 728I# 4 @ 12I 0.200I 0.500I40000 40000 I 8627 9613 I 0 %I0.2614 0.2614 1 5172 5772 10i O I OK I 6371 OK -283 -205 # 4 @ 12 0.200 0.500 40000 2711 fj0 0757 0.2614 1572 ``0 1799 t OK 362 338 # 4 @ 12 0.200 0.500 40000 2711 0 1248 02614 1572 0 2301 OK :. -55.8 . 7573. # . 4 @- 121 0200 0.500 40000 27.11 < �,Ofi21�13� 0 2614 1572' The Plate Capacity Report tables contain the concrete ultimate strength design for the pool from the results of the load combinations obtained from the SAP2000 model. In this table "Loading Condition" is the governing load combination for the forces, M & V, displayed. I have taken care to define each force and the direction the force is applied. For example, the Pool Floor M11 min. is the governing negative moment in the transverse direction. The contours on page 23 illustrate this moment for the governing analysis case "1.4(D+F1+F3)". The loads that are used in this and all other analysis cases can be found on pages 7-10 in Table 7 "Load Assignments". All of the loads used in the pool analysis are illustrated on pages 11-22. 07/14/2008 03:48:39 PM W:\Projects\2008\0472-08 Caisson Pool\Final Report,pdf Page 23 of 77 @Pool Engineering, Inc. 2008 SAP2000 7/14/08 13:06:34 00 -2.54 -2.08 -1.62 -1.15 -0.69 -0.23 0.23 0.69 1.15 1.62 2.08 2. 3.00 E+311 SAP2000 v11.0,8 - File:Lot 23 - Resultant V13 Diagram (1.4(D+F1+F3)) - Ib, ft, F Units 07/14/2008 03:48:39 PM Page 24 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Report.Ddf ©Pool Engineering, Inc. 2008 'J C SAP2 0 0 0 7/14/08 13:08:34 -4.00 -3.38 -2.77 -2.15 -1.54 -0.92 -0.31 0.31 0.92 1.54 2.15 2.77 3.38 4.00 E+31 SAP2000 v11.0.8 - File:Lot 23 - Resultant V23 Diagram (1.4(D+F1+F3)) - Ib, ft, F Units 07/14/2008 03:48:40 PM Page 25 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2 0 0 0 7/14/08 13:10:16 SAP2OOO v11.0.8 - FIIe:Lot 23 - Resultant M11 Diagram (1.4(D+F1+F3)) - lb, ft, F Units 07/14/2008 03:48:40 PM Page 26 of 77 WAProjects\2008\0472-08 Calsson Pool\Final Reportpdf ©Pool Engineering, Inc. 2008 7/14/08 13:11:41 -2.50 -2.19 -1.88 -1.58 -1.27 -0.96 -0.65 -0.35 -0.04 0.27 0.58 0.88 1.19 1.50 E+3 1 SAP2000 v11.0.8 - File:Lot 23 - Resultant M22 Diagram (1.4(D+F1+F3)) - Ib, ft, F units 07/14/2008 03:48:40 PM Page 27 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 A k SAP2000 -1.00 -0.85 -0.69 -0.54 -0.38 -0.23 -0.08 0.08 7/14/08 13:26:07 0.38 0.54 0.69 0.85 1.00 SAP9nOO v11 _(LR - File- nt 23 - Resultant V13 Dian ram (1.2(D+ 07/14/2008 03:48:40 PM W:\Protects\2008\0472-08 Caisson Pool\Final Reoort.odf )+1.6(H1+H2)1- Ib. ft. F Units Page 28 of 77 ©Pool Engineering, Inc. 2008 I I SAP2 0 0 0 7/14/08 13:27:30 -1.50 -1.27 -1.04 -0.81 -0.58 -0.35 -0.12 0.12 0.35 0.58 0.81 1.04 1.27 1.50 E+3 SAP2000 v11.0.8 - File:Lot 23 - Resultant V23 Diagram (1.2D+1.6H1) - Ib, ft, F Units 07/14/2008 03:48:40 PM Page 29 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 13:28:50 .1.00 -0.85 -0,69 -0.54 -0,38 -0,23 -0,08 0,08 0,23 0,38 0,54 0,69 0.85 1.00 E+3 SAP2000 v11.0.8 - File:Lot 23 - Resultant M11 Diagram (1.2(D+F2+F3)+1.6(H1+H2)) - ib, ft, F Units 07/14/2008 03:48:41 PM Page 30 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2 0 0 0 7/14/08 13:30:02 -1.50 -1.19 -0.88 -0.58 -0.27 0.04 0.35 0.65 0.96 1.27 1.58 1.88 2.19 2.50 E+311 SAF'2000 V11.0.8 - I'IIe:LOt 23 - Resultant M22 Diagram (1.2(D+F2)+1.6H1) - Ib, ft, F Units 07/14/2008 03:48:41 PM Page 31 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 n A SAP2000 Y 7/14/08 13:13:05 00 -1.69 -1.38 -1.08 -0.77 -0.46 -0.15 0.15 0.46 0.77 1,08 1.38 1.69 2.00 E+311 SAP2000 01.0.8 - File:Lot 23 - Resultant V13 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:41 PM Page 32 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 J d SAP2 0 0 0 7/14/08 13:14:07 11 •• i 1. 1 1�• t 1 1�. 1 1. £ § 4.� .$. _ � � ,. 'I cif �S ��•} 1.38 1.69 2.00 E+3 SAP2000 01.0.8 - File:Lot 23 - Resultant V23 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:41 PM Page 33 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 13:16:21 -2.10 -1.85 -1,59 -1.34 -1,08 -0.83 -0.58 -0.32 -0.07 0.18 0.44 0.69 0.95 1.20 E+31 SAI'IUUU V11.U.8 - FIIe:LOt 23 - Resultant M11 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:41 PM Page 34 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 A 7/14/08 13:17:11 -2.00 -1.75 -1.49 -1.24 -0.98 -0.73 -0.48 -0.22 0.03 0.28 0.54 0.79 1.05 1.30 E+3j1 SAP2000 01.0.8 - File:Lot 23 - Resultant M22 Diagram (1.4(U+1-1+I-2+I-3)) - Ib, tt, r- units 07/14/2008 03:48:42 PM Page 35 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Y} � SAP2000 7/14/08 13:32:26 -1.00 -0.85 -0.69 -0.54 -0.38 -0.23 -0.08 0.08 0.23 0.38 0.54 0.69 0.85 1.00 E+31 SAP2000 v11.0.8 - File:Lot 23 - Resultant V13 Diagram (1.2(D+F1+F2+F3)+1.6(H1+H2)) - Ib, ft, F Units 07/14/2008 03:48:42 PM Page 36 of 77 W:\Pro]ectW008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineerinq, Inc, 2008 I SAP2 0 0 0 7/14/08 13:33:36 -1.20 -1.02 -0.83 -0.65 -0.46 -0.28 -0.09 0.09 0.28 0.46 0.65 0.83 1.02 1.20 E+311 SAP2000 v11.0.8 - File:Lot 23 - Resultant V23 Diagram (1.2D+1.6H1) - Ib, ft, F Units 07/14/2008 03:48:42 PM Page 37 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2 0 0 0 7/14/08 13:34:33 gi >�MAy SAP2000 01.0.8 - FIIe:Lot 23 - Resultant M11 Diagram (1.2(D+F1+F2+F3)+1.6(H1+H2)) - Ib, ft, F Units 07/14/2008 03:48:42 PM Page 38 of 77 W:\Prolects\2008\0472-08 Caisson PoolTinal Reoort.odf ©Pool Engineering, Inc. 2008 •T11�1�� } 7/14/08 13:35:31 -1.50 -1.29 -1.08 -0.88 -0.67 -0.46 -0.25 -0.05 0.16 0.37 0.58 0.78 0.99 1.20 E+311 SAP2000 v11.0.8 - File:Lot 23 - Resultant M22 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:42 PM Page 39 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 13:40:25 -508, -415. -323. -231. -138, -46. 46. 138. 231, 323. 415, 508. 600. SAP2000 v11.0.8 - File:Lot 23 - Resultant V13 Diagram (1.4(D+F1+F3)) - Ib, ft, F Units 07/14/2008 03:48:42 PM W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf Page 40 of 77 ©Pool Engineering, Inc. 2008 SAP2 0 0 0 7/14/08 13:41:21 -700. -592. -485. -377. -269. -162. -54. 54. 162. 269. 377. 485, 592. 700. :1 =1 SAP2000 v11.0.8 - File:Lot 23 - Resultant V23 Diagram (1.4(D+F1+F3)) - lb, ft, F Units 07/14/2008 03:48:42 PM Page 41 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 I SAP2000 -1.30 -1.14 -0.98 -0.82 -0.65 -0.49 -0.33 -0.17 -0.01 0.15 0.32 0.48 7/14/08 13:42:19 0.80 E+311 SAP2000 01.0.8 - File:Lot 23 - Resultant M11 Diagram (1.4(D+F1+F3)) - Ib, ft, F Units 07/14/2006 03:48:42 PM Page 42 of 77 W:\Prolects\2008\0472-08 Calsson Pool\Final Reaort.odf ©Pool Enaineedna. Inc. 2008 M 7/14/08 13:44:40 -700. -592. -485. -377. -269. -162. -54. 54. 162. 269. 377. 485. 592. 700. SAP2000 01.0.8 - File:W 23 - Resultant M22 Diagram (1.4(D+F1+F3)) - Ib, ft, F Units 07/14/2008 03:48:42 PM Page 43 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 Y -1.60 -1.35 -1.11 -0.86 -0.62 -0.37 -0.12 0,12 0.37 0.62 0.86 1 7/14/08 13:18:46 1,36 1.60 E+31 SAP2000 v11.0.8 - File:Lot 23 - Resultant V13 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:42 PM Page 44 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Reoort.odf ©Pool Enaineerina. Inc. 2008 SAP2 0 0 0 7/14/08 13:19:53 Y -1.00 -0.85 -0.69 -0.54 -0.38 -0.23 -0.08 0.08 0.23 0.38 0.54 0.69 0.85 1.00 E+3 SAP2000 01.0.8 - File:W 23 - Resultant V23 Diagram (1.2(D+F1)+1.6(H1+H2)) - Ib, ft, F Units 07/14/2008 03:48:43 PM Page 45 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 13:21:33 -1.00 -0.81 -0.62 -0.42 -0.23 -0,04 0.15 0.35 0.54 0.73 0.92 1.12 1.31 1.50 E+31 SAP2000 v11.0.8 - File:Lot 23 - Resultant M11 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:43 PM Page 46 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 9 p SAP2 0 0 0 7/14/08 13:23:54 Y -800. -677. -554. -431. -308. -185. -62. 62. 185. 308. 431. 554. 677. 800. SAP2000 01.0.8 - File:Lot 23 - Resultant M22 Diagram (1.2(D+F1)+1.6(H1+H2)) - lb, ft, F Units 07/14/2008 03:48:43 PM Page 47 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 KI SAP2000 7/14/08 13:49:37 -485, -377. -269. -162. -54. 54. 162. 269. 377, 486. 592. SAP2000 01.0.8 - File:W 23 - Resultant V13 Diagram (1.4(D+F1+F2+F3)) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 48 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 -700 7/14/08 13:50:40 -485. -377. -269. -162. -54. 54. 162. 269. 377. 485. 592. 700. SAP2000 01.0.8 - File:W 23 - Resultant V23 Diagram (1.2(D+F1)+1.6(H1+H2)) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 49 of 77 W:\ProjecW2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 C wD i n n n 7/14/08 13:51:36 SAP2000 01.0.8 - File:Lot 23 - Resultant M11 Diagram w, Ti, r unns 77 07/14/2008 03:48:44 PM Page 50 Inc.2008 WAProjects\2008\0472-08 Calsson Pool\Final Report.pdf ©Pool Engineering, . SAP20 0 0 7/IA/n.Q ��•ti�•ti� orNrwuu v I I.U.0 - rue;LOL ZS - Kesuitant IVI22 ulagram (1.2(D+F1)+1.6(H1+H2)) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 51 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc, 2008 SAP2000 7/14/08 11:17:54 SAP2000 v11.0.8 - Filelot 23 - Moment 3-3 Diagram (1.2(D+F2+F3)+1.6H1) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 52 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Reoort.odf ©Pool Enoineerino. Inc. 2008 -- � FXaille� staff-or-�",3- .� ��p�Case ..,3_caseSypel� p _ _ V2....�- -y3. __.--_--..-�--:J ,.L?n�•- ;� M3-.- 1.04331.2(D+F2+F3)+16H1 UnStatic 2016,66- -2730:14 -1390.19 -2048.96 1825.61 1407311 1.0433 1.2(D+F2+F3)+1.6(H1+H2) UnStatic 1864.21 -2697.97 -557.46 -2999.83 754.61 14060.28 1.0433 1.2(D+F2)+1.6H1 UnStatic 1940.58 -2834.64 -1277.08 -1543.69 1750.77 13889.11 1.0433 1.2(D+F2)+1.6(H1+H2) LinSlatic 1786.13 -2802.46 -444.35 -2494.56 679.77 13876.29 1.04331.2D+1.6H1 LinSlatic 592.38 -2821.86 -1029.86 -1100.8 1565.18 13533.72 1.04331.2D+1.6(H1+H2) UnStatic 437.93 -2789.69 -197.13 -2051.68 494.17 13520.9 1.0433 1.2(D+F1+F2+F3)+1.6H1 UnStatic 1738.98 -2148.64 -1435.06 -4206.73 1897.01 12595.77 1.04331.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 1584.63 -2116.46 -602.33 -5157.6 826 12582.94 1.0433 1.2(D+F1+F3)+1.6(H1+H2) UnStatic 236.34 -2103.69 -355.11 -4714.72 640.41 12227.55 1.04331.2(D+F1)+1.6H1 UnStatic 312.7 -2240.36 -1074.72 -3258.57 1636.57 12056.38 1.0433 1.2(D+F1)+1.6(H1+H2) UnStatic 158.25 -2208.19 -242 -4209.45 565.56 12043.65 0 1.2(D+F2+F3)+1.6(H1+H2) UnStatic 1864.21 -3449.12 -557.46 -2999.83 173.03 10853.77 0 1.2(D+F2+F3)+1.6F11 UnStatic 2018.66 -3481.29 -1390.19 -2048.96 375.28 10833.03 0 1.2(D+F2)+1.6(H1+H2) UnStatic 1786.13 -3553.61 -444.35 -2494.56 216.2 10560.75 01.2(D+F2)+1.6H1 LinSlatic 1940.58 -3585.79 -1277.08 -1.643.69 418.44 10640.01 01.2D+1.6(H1+FI2) UnStatic 437.93 -3540.84 -197.13 -2051.68 288.51 10218.69 01.2D+1.6H1 UnStatic 592.38 -3573.01 -1029.86 -1100.8 490.76 10197.95 1.0433 1.2(D+F1+F3)+1.6H1 UnStatic 534.55 -1320.65 -966.76 -4259.76 1340.34 10130.29 01.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 1584.53 -2867.61 -602.33 -5157.6 197.62 9983.09 01.2(D+F1+F2+F3)+1.6FI1 UnStatic 1738.98 -2899.79 -1435.06 -4206.73 399.86 9962.35 01.2(D+F1+F3)+1.6(H1+H2) UnStatic 236.34 -2854.84 -355.11 -4714.72 269.93 9641.02 01.2(D+F1)+1.6(111+H2) LinSlatic 158.25 -2959.34 -242 -4209.45 313.1 9348.01 0 1.2(D+F1)+1.6H1 UnStallc 312.7 -2991.51 -1074.72 -3258.57 515.35 9327.27 1.04331.2(D+F2+F3)1.1.6(H1+H2) UnStatic 2869.03 -1559,32 -261.95 -2617.11 75.28 8480.57 0 1.2(D+F1+F3)+1.6H1 LinSlatic 534.55 -2071.8 -966.76 -4259.76 331.75 8360.68 1.0433 1.2(D+F2+F3)+1.6H1 UnStatic 2892.86 -1540.7 -547.12 -1328.05 132.9 8333.72 1.04331,2(D+F2)+1.6(F11+H2) UnStatic 2679.11 -1545.32 -195.73 -2167.99 25.82 8149.26 1.04331.2(D+F2)41.6H1 LinSlatic 2702.94 -1526.7 -480.9 -878.92 83.44 8002.4 1.0433 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 2771.68 -1454.71 -334.69 -4912.3 189.47 7992.61 1.04331.2D+1,6(FI,I+H2) UnStatic 1391.4 -1544.71 -162.24 -2133.96 212.81 7922.88 1.0433 1,2(D+F1+F2+F3)+1.6H1 UnStatic 2795.51 -1436.09 -619.86 -3623.23 247.09 7845.76 1.0433 1.2D+1.6H1 UnStatic 1415.23 -1526.09 -447.42 -844.89 270.43 7776.03 1.0433 1.2(D+F1+F3)+1.6(H1+H2) UnStatic 1483.97 -1454.1 -301.21 -4878.27 376.46 7766.24 1.0433 1.2(D+F1)+1.6(H1+H2) UnStatic 1294.04 -1440.1 -234.99 -4429.14 327 7434.92 1.0433 1.2(D4F1)+1.6H1 UnStatic 1317.87 -1421.48 -520.16 -3140.08 384.62 7288.07 1.0433 1.2(D+F1+F3)+1.6H1 UnStatic '1729.86 -1054.6 -506.7 -4138.67 381.22 6848.49 0 1.4(D+F2+F3) UnStatic 3026 -257.16 -590.19 -4704.74 -217.5 6760.4 01.4(D+F1+F3) UnStatic 11277,22 -183.78 180.02 -1643.55 -523.28 6710.65 0.51251.4(0+F1+F3) UnStatic 11263.89 246.1 180.02 -1643.55 -615.54 6694.68 01.4(D+F1+F2+F3) UnStatic 11155.71 -186.54 171.34 -1576.41 -502.63 6680.95 0.51251.4(D+F1+F2+F3) UnStatic 11132,37 243.34 171.34 -1576.41 -590.44 6666.4 0.5125 1.4(D+F1+F3) UnStatic 11223 -51.62 181.81 -2264.96 -640.56 6604.47 1.04331.4(D+F2+F3) UnStatic 3026 619.18 -590.19 -4704.74 398.22 6571.56 0.51251.4(D+F1+F2+F3) LinStatic 11075.13 -57.74 170.79 -2200.44 -612.94 6668.63 0.5161.4(D+F1+F3) UnStatic 6036.29 98,12 -24.05 4977.48 -298.7 6527.76 1.0251.4(D+F1+F3) LlnStatic 11199.65 378.35 181.81 -2264.96 -733.74 6520.72 0.5161.4(D+F1+F2+F3) LinSlatic 6022.61 100.52 -23.65 4914.21 -299.86 6518.63 1.0251.4(D+F1+F24F3) UnStatic 11051.78 372.12 170.79 -2200.44 -700.47 6488.07 0.51171.4(D+F1+F3) UnStatic 8459.06 -188.43 -23.78 966.22 -413.99 6468.87 0 1.4(D+F1+F3) UnStatic 11246.35 -481.39 181.81 -2264.96 -547.38 6467.91 01.4(D+F,I+F3) UnStatic 6059.62 -334.7 -24.05 4977.48 -311.11 6466.72 0 1.2(D+F2+F3)+1.6(H1+H2) UnStatic 2869.03 -2310.46 -261.95 -2617.11 -198 6461.97 01.4(D+F1+F2+F3) UnStatic 6045.94 -332.3 -23,65 4914.21 -312.06 6458,83 1.025 1.4(D+F1+F3) UnStatic 11230.56 675.98 180.02 -1643.56 -707.8 6458.4 1.0233 1.4(D+F1+F3) UnStatic 8435.72 240.74 -23.78 966.22 -401.83 6455.49 0.6117 1.4(D+F1+F3) UnStatic 8532.09 202.38 -38.83 1461.42 -496.03 6436.71 1.0251.4(D+F14 F2+F3) UnStatic 11109.04 673.21 171.34 -1576.41 -678.26 6431.53 01.4(D+F1+F3) LinSlatic 8555.44 -226.79 -38.83 1461.42 -515.9 6430.47 0 1.4(D+F1+F2+F3) UnStatic 11098.48 -487.61 170.79 -2200.44 -525.41 6428.88 0.5117 1.4(D+F1+F2+F3) UnStatic 8317.44 -189.14 -24.26 946.24 -411.07 6420.4 01.4(D+F2) UnStatic 2934.9 -379.07 -458.23 -4115.26 -167.14 6418.55 1.0233 1.4(D+F1+F2+F3) UnStatic 8294.1 240.04 -24.26 946.24 -398.66 6407.38 0.516 1.4(D �N+F3) UnStatic 5397.98 -4.84 11.6 4671.62 -156.01 6385.99 0.5161.4(D+F1+F2+F3) UnStatic 5396.47 -0.31 11.77 4606.32 -157.87 6383.8 0.5117 1.4(D+F1+F2+F3) LlnSlalic 8373.34 204.48 -39.26 1450.51 -491.19 6382.39 0 1.4(0+F1+F2+F3) UnStatic 8396.69 -224.69 -39.26 1460.61 -511.28 6377.21 1.0321.4(D+F1+F3) UnStatic 6012.96 530.94 -24.05 4977.48 -286.29 6365.45 1.0433 1.4(D+F2) UnStatic 2934.9 497.27 -458.23 -4115.26 310.91 6366.89 1.0321.4(D+F1+F2+F3) UnStatic 5999.28 533.34 -23.65 4914.21 -287.66 6355,09 01.2(D+F2+F3)+1.6H1 LinSlatic 2892.86 -2291.85 -547.12 -1328.05 -437.89 6334.54 1.032 1.4(D+F1+F3) UnStatic 5374.67 427.98 11.6 4671.62 -162 6276.82 1.032 1.4(D+F1+F2+F3) LinSlatic 5373.16 432.52 11.77 4606.32 -163.95 6272.28 0 1.4(D+F1+F2+F3) UnStatic 5419.78 -433.13 11.77 4606.32 -151.8 6271.97 01.4(D+F1+F3) UnStatic 5421.28 -437.67 11.6 4671.62 -150.03 6271.82 01.4(D+F1+F3) UnStatic 8482.4 -617.61 -23.78 966.22 -426.16 6262.65 01.4(D+F1) UnStatic 10507.07 -196.08 196.55 -1532.7 -511.98 6258.16 0.51251.4(D+F1) UnStatic 10483.73 233.8 196.55 -1532.7 -612.72 6248.49 0.516 1.4(D+F1) WSW& 5790.04 100.56 -40.01 4634.69 -293.48 6235.29 1.0233 1.4(D+F1+F3) UnStatic 8508.74 631.55 -38.83 1461.42 -476.16 6223.37 01.4(D+F1+F2+F3) UnStatic 8340.78 -618.31 -24.26 946.24 -423.48 6213.83 4.96141.4(D+F1) UnStatic 1870.35 -1015.2 37.25 203.91 -213.74 6204.91 4.96141.4(D+F1+F3) UnStatic 1789.14 -1002.71 33.24 128.89 -205.5 6191.05 4.96141.4(D+F1+F2+F3) UnStatic 1804.5 -998.08 31.45 101.81 -198.94 6187.34 07/14/2008 03:48:44 PM Page 53 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 11:13:57 SAP2000 01.0.8 - FIIelot 23 - Moment 3-3 Diagram (1.2(D+F2+F3)+1.6H1) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 54 of 77 WAProjects\2008\0472-08 Caisson Pool\Final Report,pdf ©Pool Engineering, Inc. 2008 ' tt 77 0 1.2(D+F2+F3)+1.6H1 UnStatic - - 2476.78---7016.03 - 194.52 2268,92- -32.74--11859.42: 77 0 1.2(D+F1+F2+F3)+1.6H1 UnStatic 6993.91 -7748.41 643.36 1628.43 415.63 -11601.51 77 0 1.2(D+F2)+1.6H1 UnStatic 1998.69 -6625.97 181.94 1743.31 10.6 -11413.67 77 01.2D+1.6H1 UnStatic 2203.71 -6571.26 180.08 1693.14 -20.23 -11239.02 65 0 1.2(D+F1+F2+F3)+1.6H1 UnStatic 3684.52 -6940.4 1134.03 1706.45 1917.31 -11057.68 77 0 1.2(D+F1)+1,6H1 LinStatic 6720.84 -7303.64 628.91 1052.65 428.14 -10981.11 77 0 1.2(D+F2+F3)+1.6(H1+H2) LinStatic 1874.12 -6763.96 -415.66 548.69 -770.59 -10859.83 77 0 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 6391.25 -7496.34 33.17 -91.8 -322,22 -10601.93 65 0 1.2(D+F1)+1.6H1 UnStatic 3463.64 -6572.75 1099.56 1275.55 1926.7 -10628.97 65 0 1.2(D+F2+F3)+1.6H1 UnStatic 716.89 -5884.34 706.77 1041.62 1080.24 -10501.18 77 0 1.2(D+F1+F3)+1.6(H1+H2) UnStatic 6596.38 -7441.63 31.31 -141.98 -353.05 -10427.38 77 0 1.2(D+F2)+1.6(H1+H2) UnStatic 1395.92 -6373.9 -428.25 23.08 -727.24 -10413.99 65 0 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 2983.94 -6821.72 627.42 1072.97 1177.05 -10318.01 65 0 1.2(D+F1+F3)+1,6(H1+H2) UnStatic 3065.02 -6822.63 630.77 1104.88 1184.74 -10280.16 77 01.2D+1.6(H1+H2) LinStatic 1601.05 -6319.19 -430.11 -27.09 -758.07 -10239.43 65 0 1.2(D+F2)+1,6H1 UnStatic 514.94 -5615.79 668.95 578.73 1081.94 -10010.42 77 01.2(D+F1)+1.6(H1+H2) UnStatic 6118.18 -7051.57 18.73 -667.58 -309.7 -9981.53 65 01.2D+1.6H1 UnStatic 596.02 -5516.7 672.3 610.63 1089.63 -9972.57 77 0 1.2(D+F1+F3)+1.6H1 UnStatic 7309.51 -7109.25 574.83 1185.4 357.18 -9864.53 65 01.2(D+F1)+1.6(H1+H2) UnStatic 2863.06 -6464.08 592.95 642.08 1186.44 -9789.4 65 0 1.2(D+F2+F3)+1.6(H1+H2) UnStatic 116.31 -5765.66 200.16 408.05 339.98 -9761.61 99 34.417 1.4(D+F1+F3) UnStatic 4491.11 6778.57 -231.24 8980.4 929.28 -9575.14 99 34.417 1.4(D+F1+F2+F3) UnStatic 4463.6 6774.4 -231.04 8907.44 927.83 -9569.27 65 0 1.2(D+F1+F3)+1.6H1 UnStatic 4005.85 -6488.53 981.1 1740.3 1688.59 -9540.92 99 34.417 1A(D+F1) UnStatic 4297.47 6761.62 -231.73 8643.78 923.44 -9532.46 99 10.223 1.4(D+F1+F2+F3) UnStatic -358.54 6564.22 -798.57 -443.34 1506,27 -9463.75 99 10.2231.4(D+F1+F3) UnStatic -381.09 6547.1 -809.83 -480.39 1493.68 -9438.68 99 10.223 1.4(D+F1) UnStatic -290.93 6547.61 -798.23 -440.34 1440.92 -9432.83 99 2.0447 1.4(D+F1+F2+F3) UnStatic -430.44 -6484.89 86.66 -2570.25 1391.21 -9319.87 100 7.96661.4(D+F1) UnStatic 2502.44 6774.83 -120.8 225.12 244.34 -9301.46 100 7.95651.4(D+F1+F3) UnStatic 2432.35 6808.04 -108.69 178.78 228.87 -9301.19 100 7.9565 1.4(D+F1+F2+F3) UnStatic 2447.96 6817.55 -97.72 158.92 216.03 -9299.76 100 1.9663 1.4(D+F1+F2+F3) UnStalic 2319.51 -6896.14 100.5 8.44 225.42 -9289.49 100 1.9663 1.4(D+F1+F3) UnStatic 2303.19 -6898.69 111.68 27.07 238.03 -9286.64 100 1.9663 1A(D+F1) UnStatic 2374.7 -6904.87 123.44 78.51 260.73 -9275.66 65 01.2(D4F2)+1.6(H1+H2) UnStatic -85.64 -5397.11 162.35 -54.75 341.69 -9270.86 99 2.0447 1.4(D+F1+F3) UnStatic -701.63 -6439.64 140.71 -2653.35 1567.82 -9261.04 99 2,04471.4(D+F1) UnStatic -666.59 -6423.65 158.12 -2627.36 1580.23 -9252.28 65 01,2D+1.6(H1+H2) UnStatic -4.56 -6398.02 165.69 -22.85 349,37 -9233 99 26.4941.4(D+F1+F3) UnStatic 1899.91 -6173.04 384.9 2254.68 572.11 -9140.14 99 26.494 1.4(D+F1+F2+F3) UnStatic 1882.29 -6171.9 385.74 2197.52 573,72 -9130.83 99 26,494 1.4(D+F,I) UnStatic 1758.67 -6162.82 389.59 2008.55 579.91 -9088.83 99 14,3131.4(D+F1+F3) LlnSlatic -666.28 -6214.33 1005.38 -37.91 1976.71 -8895.86 99 14.3131.4(D+F1+F2+F3) UnStatic -646.1 -6218.61 994.96 -49.81 1943.84 -8895.71 99 14.3131.4(D+F1) UnStatic -638.12 -6214.18 975.36 -139.14 1898.39 -8886.72 99 22.4921.4(D+F1) LlnSlatic 1154.66 6147.99 7.31 2066.66 173.6 -8708.04 99 22.4921.4(D+F1+F2+F3) UnSlaft 1181.61 6162.56 26.53 2162.88 140.06 -8702.94 99 22.492 1.4(D+F1 tF3) UnStatic 1201.83 6154.54 37.88 2180 118.76 -8701.48 77 0.5125 1.2(0+F2+F3)+1.6H1 UnStatic 2456.74 -6647.67 194.52 2268.92 -132.44 -8358.06 77 0.51261.2(D+F2)+1.6111 UnStatic 1978.55 -6257.51 181.94 1743.31 -82.64 -8112.12 100 1.9663 1.2(D+F14-F2+F3)+1.6H1 UnStatic -426.59 -5811.99 56.17 -720.05 171.36 -8043.73 100 1.96631.2(D+F1+F2+F3)4.1.6(H1+H2) UnStatic -1742.12 -5848.97 93.28 -265.44 204.24 -8036.13 100 1.9663 1.2(D+F1+F3)+1.6(H1+H2) UnStatic -1756.11 -5861.15 102.87 -249.47 215.06 -8033.69 100 1.96631.2(D+F1)+1.6H1 UnStatic -379.29 -5819.47 75.84 -659.99 193.05 -8031.88 100 1.9663 1.2(D+F1)+1.6(H1+112) UnStatic -1694.82 -5856.45 112.95 -205.37 225.94 -8024.28 100 1.9663 1.2(D+F1+F3)+1.6H1 UnStatic 163.1 -5838.92 73.25 -522.26 187.64 -8020.97 100 7.95651.2(D+F1)+1.6(H1+H2) UnStatic -1948.35 5922.83 -99.61 -136.48 204.99 -7986.37 100 7.95651.2(D+F1+F3)+1.6(H1+H2) UnStatic -2008.44 6951.3 -89.22 -176.2 191.74 -7986.14 100 7.9565 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic -1995.06 5959.46 -79.82 -193.23 180.73 -7984.92 100 7.95651.2(D+F1+F3)+1.6H1 UnStatic -194.96 5962.87 -73.59 -436.38 165.63 -7966.3 77 0,51251.2D41.61il UnStatic 2183.67 -6202.8 180.08 1693.14 -112.52 -7966.61 100 7.95651.2(D+F1)+1.6111 UnStatic -894.82 5976.87 -77.45 -593.2 168.71 -7964.49 100 7.9565 1.2(D+F1+F2+F3)+1.6H1 UnStatic -941.52 6013.49 -57.66 -649.95 144.44 -7963.03 99 34.417 1.2(D+F1+F3)+1.6H1 UnStatic 1841.27 5683.28 399.34 8204.94 -299.09 -7907.9 99 34.4171.2(D+F1+F2+F3)+1.6H1 UnStatic 1148.27 5637.41 598.7 8311.55 -665.54 -7803.08 99 34.417 1.2(D+F1+F3)+1.6(H1+H2) UnStatic 1412.84 5639.24 512.42 8527.18 -526.49 -7799.39 99 34.417 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 1389.26 5635.67 512.59 8464.64 -527.73 -7794,37 99 34.417 1.2(D+F1)+1.6H1 Lin Static 1005.87 5617.79 598.1 8085.55 -669.3 -7771.53 99 34.417 1.2(D+F1)+1.6(H1+H2) UnStatic 1246.86 5616.06 512 8238.65 -531.5 -7762.82 77 0.5125 1.2(D+F1+F2+F3)+1.6H1 UnStatic 6973.87 -7379.95 643.36 1628.43 85.9 -7724.8 101 1.8837 1.4(D+F1+F2.+F3) UnStatic 2721.03 -6194.64 166.66 -1960.47 251.83 -7629.18 101 1.8837 1.4(D+F1+F3) UnStatic 2735.68 -6195.82 162.63 -1997.31 247.44 -7627.72 101 1.8837 1.4(D+F1) UnStatic 2691.44 -6200.44 164.69 -1849.39 249.31 -7623.35 101 7.62591.4(D+F1) UnStatic 2425.21 5808.73 -117.67 -1419.99 227.1 -7608.27 65 0.5117 1.2(D+F1+F2+F3)+1.6H1 UnStatic 3564.54 -6572.54 1134.03 1706.45 1337.07 -7600.52 101 7.6259 1.4(D+F1+F2+F3) UnStatic 2442.62 5837.8 -119.46 -1537.44 227.32 -7599.7 101 7.6259 1.4(D+F1+F3) Lin Static 2449.01 5836.41 -115.2 -1573.03 222.67 -7598.87 65 0.5117 1.2(D+F2+F3)+1,6H1 UnStatic 696.91 -5516.48 706.77 1041.62 718.61 -7684.47 77 0.5125 1.2(D+F2+F3)+1.6(H1+H2) Lin Static 1854.08 -6395.5 -415.66 548.69 -557.56 -7487.66 99 26.494 1.2(D+F1+F3)+1.6H1 LlnSlatic 209.81 -5285.95 -680.84 -751.17 -534.62 -7479.72 99 26.494 1.2(D+F1+F2+F3)+1.6H1 UnStatic -278.19 -5283.23 -1017.04 -1694.76 -874.91 -7353.52 99 26.4941.2(D+F1+F3)+1.6(H1+H2) Lin Static -165.61 -5243.09 -904.49 -1560.5 -725.44 -7349.38 99 26.494 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic -180.72 -5242.11 -903.77 -1609.5 -724.07 -7341.4 07/14/2008 03:48:44 PM Page 55 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 11:19:53 SAP2000 01.0.8 - Filelot 23 - Shear Force 2-2 Diagram (1.2(D+F1+F2+F3)+1.6H1) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 56 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 77 01.2(D+F1+F2+F3)+1.6H1 UnStatic 6993.91-7748.41 643.36 1628.43 415.63 -11601.51 77 01.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 6391.25-7496.34 33.17 -91.8 -322.22 -10601.93 77 0 1.2(D+F1+F3)+1.6(H1+H2) UnStatic 6596.38-7441.63 31.31 -141.98 -353.05 -10427.38 77 0.51251,2(D+F1+F2+F3)+1.6H1 UnStatic 6973.87-7379.95 643.36 1628.43 85.9 -7724.8 77 01.2(D+F1)+1.6H1 UnStatic 6720.84-7303.64 628.91 1052.65 428.14 -10981.11 77 0.51251.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 6371.21-7127.88 33.17 -91.8 -339.22 -6854.4 77 0 1.2(D+F1+F3)+1.6H1 UnStatic 7309.51-7109.25 574.83 1185.4 357.18 -9864.53 77 0.51251.2(D+F1+F3)+1.6(H1+H2) UnStatic 6576.34-7073.17 31.31 -141.98 -369.1 -6707.89 77 01.2(D+F1)+1.6(H1+H2) UnStatic 6118.18-7051.57 18.73 -667.58 -309.7 -9981.53 77 01.2(D+F2+F3)+1.6H1 UnStatic 2476.78-7016.03 194.52 2268.92 -32.74 -11859.42 77 1.025 1.2(D+F1+F2+F3)+1.6H1 UnStatic 6953.83-7011.49 643.36 1628.43 -243.83 -4036.92 65 01.2(D+F1+F2+F3)+1.6H1 UnStatic 3584.52-6940.4 1134 1706.45 1917.31 -11057.58 77 0.51251.2(D+F1)+1.6H1 UnStatic 6700.8-6935.18 628.91 1052.65 105.82 -7332.34 100 1.96631.4(D+F1) I-inStatic 2374.7-6904.87 123.44 78.51 250.73 -9275.66 100 1.96631.4(D+F1+F3) UnStatic 2303.19-6898.69 111.68 27.07 238.03 -9286.64 100 1.96631.4(D+F1+F2+F3) I-inStatic 2319.51-6896.14 100.5 8.44 225.42 -9289.49 65 0 1.2(D+F1+F3)+1.6(H1+H2) UnStatic 3065.02-6822.63 630.77 1104.88 1184.74 -10280.16 65 0 1.2(D+F1+F2+F3)+1.6(H1+H2) LinStatic 2983.94-6821.72 627.42 1072.97 1177.05 -10318.01 77 0 1.2(D+F2+F3)+1.6(H1+H2) UnStatic 1874.12-6763.96 -415.7 548.69 -770.59 -10859.83 77 1.0251.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 6351.17-6759.42 33.17 -91.8 -356.22 -3295.71 77 0.5125 1.2(D+F1+F3)+1.6H1 UnStatic 7289.47-6740.79 574.83 1185.4 62.57 -6315.39 77 1.0251.2(D+F1+F3)+1.6(H1+H2) UnStatic 6556.3-6704.7 31.31 -141.98 -385.14 -3177.24 77 0.51251.2(D+F1)+1.6(H1+H2) UnStatic 6098.14-6683.11 18.73 -667.58 -319.3 -6461.95 77 0.51251.2(D+F2+F3)+1.6H1 I-inStatic 2456.74-6647.57 194.52 2268.92 -132.44 -8358.06 77 01.2(D+F2)+1.6H1 UnStatic 1998.59-6625.97 181.94 1743.31 10.6 -11413.57 65 01.2(D+F1)+1.6H1 UnStatic 3463.64-6572.75 1099.6 1275.55 1926.7 -10528.97 65 0.51171.2(D+F1+F2+F3)+1.6H1 UnStatic 3664.54-6572.64 1134 1706.45 1337.07 -7600.52 77 01.2D+1.6H1 UnStatic 2203.71-6571.26 180.08 1693.14 -20.23 -11239.02 77 1.0251.2(D+F1)+1.6H1 UnStatic 6680.76-6566.72 628.91 1062.65 -216.51 -3872.42 65 0 1.2(D+F1+F3)+1.6H1 UnStatic 4005.85-6488.53 981.1 1740.3 1688.59 -9540.92 99 2.0447 1.4(D+F1+F2+F3) UnStatic -430.44-6484.89 86.66 -2570.25 1391.21 -9319.87 65 0.5117 1.2(D+F1+F3)+1.6(H1+112) UnStatic 3045.04-6454.77 630.77 1104.88 861.99 -6883.36 65 0 1.2(D+F1)+1.6(H1+H2) UnStatic 2863.06-6454.08 592.95 642.08 1186.44 -9789.4 65 0.5117 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic 2963.96-6453.86 627.42 1072.97 856.02 -6921.68 99 2.0447 1.4(D+F1+F3) UnStatic -701.63-6439.64 140.71 -2653.35 1567.82 -9261.04 99 2.0447 1.4(D+F1) UnStatic -666.59-6423.55 158.12 -2627.36 1580.23 -9252.28 77 0.51251.2(D+F2+F3)+1.6(H1+H2) UnStatic 1854.08-6395.5 -415.7 548.69 -557.56 -7487.66 77 01.2(D+F2)+1.6(H1+H2) UnStatic 1395.92-6373.9 -428.3 23.08 -727.24 -10413.99 77 1.025 1.2(D+F1+F3)+1.6H1 I-inStatic 7269.43-6372.32 574.83 1185.4 -232.04 -2955.09 77 01.2D+1.6(H1+H2) UnStatic 1601.05-6319.19 -430.1 -27.09 -758.07 -10239.43 77 1.0251.2(D+F1)+1.6(H1+H2) UnStatic 6078.1-6314.65 18.73 -667.58 -328.9 -3131.21 77 0 1.4(D+F1+F2+F3) UnStatic 8675.12-6312.39 439.49 66.5 356.01 -6243.76 77 1.0251.2(D+F2+F3)+1.6H1 UnStatic 2436.7-6279.1 194.52 2268.92 -232.13 -5045.53 77 0.51251.2(D+F2)+1.6H1 UnStatic 1978.55-6257.51 181.94 1743.31 -82.64 -8112.12 77 0 1.4(D+F1+F3) UnStatic 8914.44-6248.56 437.32 7.96 320.04 -6040.12 99 14.3131.4(D+F1+F2+F3) UnStatic -646.1-6218.61 994.96 -49.81 1943.84 -8895.71 99 14.313 1.4(D+F1+F3) UnStatic -666.28-6214.33 1005.4 -37.91 1975.71 -8895.86 99 14.3131.4(D+F1) UnStatic -638.12-6214.18 975.36 -139.14 1898.39 -8886.72 65 0.51171.2(D+F1)+1.6H1 UnStatic 3443.66-6204.9 1099.6 1275.55 1364.09 -7260.02 65 1.02331.2(D+F1+F2+F3)+1.6H1 UnStatic 3544.56-6204.68 1134 1706.45 756.82 -4331.68 77 0,51251.2D+1.6H1 UnStatic 2183.67-6202.8 180.08 1693.14 -112.52 -7965.61 101 1.8837 1.4(D+F1) I-inStatic 2691.44-6200.44 164.69 -1849.39 249.31 -7623.35 101 1.8837 1.4(D+F1+F3) UnStatic 2735.68-6195.82 162.63 -1997.31 247.44 -7627.72 101 1.8837 1,4(D+F1+F2+F3) UnStatic 2721.03-6194.64 166.66 -1960.47 251.83 -7629.18 07/14/2008 03:48:44 PM Page 57 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 SAP2000 7/14/08 11:19:16 SAP2000 v11.0.8 - Filelot 23 - Torsion Diagram (1.4(D+F1+F3)) - Ib, ft, F Units 07/14/2008 03:48:44 PM Page 58 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final RBDort.ndf ©Pool Enaineerina. Inc. 2008 It. 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 90 90 50 50 90 90 50 50 92 92 50 50 50 50 90 90 50 50 1.6363 1.4(D+F1+F3) UnStatic 377.49 -2407.2-418.27 -11817.05 244.86 -2403.5 2,4696 1.4(D+F1+F3) UnStatic 377.49 -1707.2-418.27 -11817.05 593.41 -689.15 1.6363 1.4(D+F1+F2+F3) UnStatic 381.75 -2412.4-415.12 -11719.24 244.93 -2403 2.4696 1.4(D+F1+F2+F3) UnStatic 381.75 -1712.4-415.12 -11719.24 590.86 -684.31 2.4696 1.4(D+F1+F3) UnStatic 365.99 -1242.4-234.63 -11552.72 -116.14 95.57 3.4696 1.4(D+F1+F3) UnStatic 365.99 -402.36-234.63 -11552.72 118.49 917.93 2.4696 1.4(D+F1+F2+F3) UnStatic 371.78 -1244.3-233.05 -11454.41 -115.26 96.96 3.4696 1.4(D+F1+F2+F3) UnStatic 371.78 -404.26-233.05 -11454.41 117.79 921.21 1.6363 1.4(D+F1) UnStatic 415.59 -2436.4-392.53 -11254.28 245.48 -2401.1 2.4696 1.4(D+F1) UnStatic 415.59 -1736.4-392.53 -11254.28 572.58 -662.49 2.4696 1.4(D+F1) UnStatic 419.74 -1249.5 -220.7 -10983.33 -113.37 104.47 3.4696 1.4(D+F1) UnStatic 419.74 -409.52 -220.7 -10983.33 107.33 933.99 3.46961.4(D+F1+F3) UnStatic 202.67 60.56 -209.8 -10743.49 -41.2 1433.56 4.46961.4(D+F1+F3) UnStatic 202.67 900.56 -209.8 -10743.49 168.61 953 3.4696 1.4(D+F1+F2+F3) UnStatic 209.82 59.57-209,38 -10644.64 -42.42 1432.42 4.4696 1.4(D+F1+F2+F3) UnStatic 209.82 899.57-209.38 -10644.64 166,96 952.85 4.46961.4(D+F1+F3) UnStatic -223.9 2222.73 -242.6 -10485.94 -501.88 926.83 5.6081 1.4(D+F1+F3) UnStatic -223.9 3179.07 -242.6 -10485.94 -225.67 -2148.1 4.4696 1.4(D+F1+F2+F3) UnStatic -215.2 2219.86-242.89 -10386.03 -499.96 921.75 5.6081 1.4(D+F1+F2+F3) UnStatic -215.2 3176.2-242.89 -10386.03 -223.43 -2150 3.4696 1.4(D+F1) UnStatic 270.97 59.55-203.23 -10166.83 -48.78 1428.31 4,4696 1.4(D+F1) UnStatic 270.97 899.55-203.23 -10166.83 154.45 948.76 4.46961,4(D+F1) UnStatic -138.9 2203.31-240.77 -9890.21 -480.2 898.36 5.6081 1,4(D+F1) UnStatic -138.9 3159.65-240.77 -9890,21 -206.09 -2154.5 1.6363 1.2(D+F1+F3)+1.6H1 UnStatic -797.5 -2099-493.38 -8295.91 -70.15 -2004.5 2,4696 1.2(D+F1+F3)+1.6H1 UnStatic -797.5 -1499-493.38 -8295.91 341 -505.34 1.6363 1.2(D+F1+F3)+1.6(H1+H2) UnStatic -1047 -2106.6-532.13 -7859.2 -150,88 -1998.6 2.4696 1.2(D+F1+F3)+1.6(H1+H2) UnStatic -1047 -1506.6-532.13 -7859.2 292.56 -493.1 2.4696 1.2(D+F1+F3)+1.6H1 UnStatic -829.8 -1041-250.73 -7802.42 -70.64 110.8 3.4696 1.2(D+F1+F3)+1.6H1 UnStatic -829.8 -320.97-250.73 -7802.42 180.09 791.77 1.63631.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic -1043 -2111-529.43 -7775.37 -150.81 -1998.1 2.4696 1.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic -1043 -1511-529.43 -7775.37 290.38 -488.95 1.6363 1.2(D+F1+F2+F3)+1.6H1 UnStatic -1168 -2115.3-535.63 -7601.08 -163.43 -1985.5 2.4696 1.2(D+F1+F2+F3)+1.6H1 UnStatic -1168 -1515.3-535.63 -7601.08 282.93 -472.74 0 1.4(D+F1+F3) UnStatic 3770.2 -1948.8-274.27 -7459.83 -190.54 2023.76 1.0433 1.4(D+F1+F3) UnStatic 3770.2 -1072.4-274.27 -7459.83 95.6 3599.71 1.6363 1.2(D+F1)+1.6(H1+H2) UnStatic -1014 -2131.6-510.07 -7376.83 -150.35 -1996.6 2.4696 1.2(D+F1)+1.6(H1+H2) UnStatic -1014 -1531.6-510.07 -7376.83 274.71 -470.25 0 1.4(D+F1+F2+F3) UnStatic 5269.1 -2000.2-149.09 -7321.41 -287.98 2086.75 1.0433 1.4(D+F1+F2+F3) UnStatic 5269.1 -1123.8-149.09 -7321.41 -132.44 3716.3 2.4696 1.2(D+F1+F3)+1.6(H1+H2) UnStatic -1079 -1028.8-266.25 -7278.36 -63.92 116.28 3.46961,2(D+F1+F3)+1.6(H1+H2) UnStatic -1079 -308.81-266.25 -7278.36 202.33 785.09 0 1.4(D+F1+F2+F3) UnStatic 2699.7 421.26-642.54 -7222.14 -188.82 5744.61 1.04331,4(D+F1+F2+F3) UnStatic 2699.7 1297.61-642.54 -7222.14 481.52 4847.99 1.6363 1.2(D+F1)+1.6H1 UnStatic -1139 -2135.9-516.27 -7202.54 -162.96 -1983.9 2.4696 1.2(D+F1)+1.6H1 UnStatic -1139 -1535.9-516.27 -7202.54 267.26 -454.04 2.46961.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic -1074 -1030.4 -264.9 -7194.09 -63.16 117.46 3.46961.2(D+F1+F2+F3)+1.6(H1+H2) UnStatic -1074 -310.43 -264.9 -7194.09 201.74 787.9 0 1.4(D+F1) UnStatic 3481.4 -1840.8-252.55 -7179.83 -173.64 1785.27 1.0433 1.4(D+F1') UnStatic 3481.4 -964.41-252.55 -7179.83 89.83 3248.52 2.4696 1.2(D+F1+F2+F3)+1.6H1 UnStatic -1206 -1034.6-265.91 -7018.18 -60.25 121.61 3.4696 1.2(D+F1+F2+F3)+1.6H1 UnStatic -1206 -314.62-265.91 -7018.18 205.67 796.23 07/14/2008 03:48:44 PM Page 59 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 DESIGNER: CJB Caisson * Grade Beam Supported JOB #08-0472 Swimming Pool Grade Beam - flexural Desicin - Ultimate Strength Design Method Properties: BarSize := 5 NumBar := 4 Tie := 4 size of reinforcing ties CLR := 3in clearance to ties bd := 24in beam depth b,,, := 24in beam width f, := 3000•psi compressive strength of concrete fy = 60000 psi yield strength of steel R 1 0.85 ch := 0.90 �b = 0.625 in dia. of reinforcing �c = 0.5 in dia. of ties AS := 0.25n* NumBar AS = 1.227 in2 area of steel provided cover = 3.5 in cover to beam reinforcing d = 20.187 in effective depth of beam Moment Strength Check: Mu pos := 14074lb-ft ultimate factored positive moment from SAP2000 analysis M„ „og :=—11860lb•ft ultimate factored negative moment from SAP2000 analysis Mu := max(IM„_,oSI , IM„ „ogl) M„ = 14074 ft•lb maximum design moment AS' fY a := a = 1.203 ill depth of equivilent rectangular stress block 0.854,b,,, M„ := AS•fy(d — a1 M„ = 120177,816 ft•lb nominal moment strength `` 2 c -M„ = 108160.034 fblb > M„ = 14074 ft•lb Moment Check = "PASS" Check Minimum/Maximum Steel Percentage: f pv"t := 0.85 Rf o (87000 00f •i pv"t = 0.021 balanced reinforcing ratio Y \ Y Pui"x 0.75 pb"i ax = 0.016 maximum reinforcing ratio A F1t, 3•00p,,,;,, := max f •t pmu, = 0,003 minimum reinforcing ratio Y p := s p = 0.0025 ratio of tension reinforcement b,,,• d Tensile Reinforcement = "is at least one-third greater than that required by analysis" Minimum Flexural_Steel Requirement = "not applicable per ACI 318 Section 10.5.3" CONCRETE = "24in. WIDE x 24in. DEEP BEAM w/ 3 in. CLEAR COVER TO TIES" REINFORCING = 11(4) #5 BARS @ TOP AND BOTTOM OF BEAM " 07/14/2008 03:48:44 PM Page 60 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 DESIGNER: CJB Caisson Grade Beam Supported JOB #08-0472 Swimming Pool --ancrei e Crab -Dear '=firer Torsion Design - Ultimate Strength Design f 3000 psi - , - p compressive strength of concrete p g V„ := 77501b ultimate factored shear UW = 24in beam width from SAP2000 analysis d = 20.187 in effective depth of beam T,, := 11818ft•lb ultimate factored shear from SAP2000 analysis fy = 60000psi yield strength of longitudinal bar Tie = 4 tie reinforcing bar size that = 0.5 in diameter of tie fyt = 40000psi yield strength of tie reinforcing � := 0.75 shear reduction factor Shear Design: V, := 2• t•f�•b�� d V, = 53074 lb shear strength of concrete 8 4t•f,.b ,•d = 212.297 kip > V. - V, _-42.741 kip Check = "Section is adequate" T V,, = 7.75 kip < V' = 20 kip 2 Ati, = 0.393 in shear reinforcing area provided sv :_ Stirrups = "Not Required. Use min, shear reinforcing" d Atie' fy t tiA • fyt min , 24in, max c if V, < �• V� 2 50•psi•bW 0.75 t•f� bw)) V. d d) Atie'fyt-d Atie'fyt Atie'fyt min if — - V,> 4 t•f�b�,,•d,—,— ,rnax otherwise 4 2 Vt, - 50•psi•bW 0.75• bW V � o s, = 10.094 in required spacing of shear steel (ACI 318-05 11.5) Torsional Design: Asp := bWbd Asp = 4 ft2 gross area of concrete beam Pep := 2(b, + bd) pep = 8 ft outside perimeter of concrete beam 2 T ttoW :_ t f� P Aft, T1noW = 11831 ft lb allowable torsional moment cp T„ = 11818 ft•lb < Tallow = 11831 ft•lb Torsional -Design = "Not Required" Torsional Steel Design is not required by analysis but will be checked due to closeness of result. 07/14/2008 03:48:44 PM Page 61 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc, 2008 a " � DESIGNER: CJB Caisson * Grade Beam Supported JOB #08-0472 Swimming Pool Determine if Size of Cross Section is Adequate: that Ph := 2 bit — 2•CLR — that + 2 bW — 2•CLR — 2 Ph = 71 in perimeter of centerline of outermost 2 closed transverse torsional reinforcement diat Aob := (bd — 2•CLR — that (bw — 2•CLR — 2 2 Aoh = 315.1 in area enclosed by centerline of outermost 2) closed transverse torsional reinforcement 2 2 V. Pin j ( = 61.8 psi < Vc + 8 t.fl = 411 psi check = "Section is adequate" b`vd 1.7•Aoh2 .7. bw d Determine Reinforcement required for Torsion: 0 := 45deg angle of compression diagonals 2 At := max T" 25.7bt, At = 0.015 In transverse reinforcement required for torsion 2•c�•fyt•0.85•Aoh•cotw yin Al := At•Ph•(�fyt) fy cot(0)2 At = 0.71 in2 area of longitudinal steel required for torsion 5 I•fc'A, fyt 2 Al min := — At•Ph•— At in = 1.9191 in min. area of longitudinal steel required for torsion fy fy At := max(Ai,At min) Al = 1.9191 in min, area of longitudinal steel required Al = 1.9191 in < 2As = 2.454 in check = "LONGITUDINAL STEEL AREA ADEQUATE" 2 Av := max V" V0 0 Av 0 transverse reinforcement required for shear = 2•�•fyt•d in 2 SOpsi bW A 0.03 In total stirrup area required Avt := max 2•At + Av, f vt = in yt st := min Atio Pt' 12in l st = 8.8T5 in required spacing of torsional steel (ACI 318-05 11.6) Avt 8 J s := Floor(min(sv,st),1in) s = 8 in maximum spacing of ties CONCRETE = "24in. WIDE x 24in. DEEP BEAM w/ 3 in. CLEAR COVER TO TIES" REINFORCING = 11(4) #5 BARS @ TOP AND BOTTOM OF BEAM w/ #4 TIES @ 8in. O,C." 07/14/2008 03:48:44 PM Page 62 of 77 W:\Prolects\2008\0472-08 Caisson Pool\Final Report,pdf ©Pool Engineering, Inc. 2008 Joint � - OatputCase =- -.- Pile 1 (T) D Pile 1 (T) D+F1 Pile 1 (T) D+F1+F3 Pile 1 (T) D+F2 Plle 1 (T) D+F2+F3 Plle 1 (T) D+F1+F2+F3 Plle 1 (T) D+F1+H1 Plle 1 (T) D+F1+F3+H1 Plle 1 (T) D+F2+H1 Pile 1 (T) D+F2+F3+H1 Pile 1 (T) D+F1+F2+F3+H1 Pile 1 (T) D+F1+H1+H2 Pile 1 (T) D+F1+F3+H1+H2 Pile 1 (T) D+F2+H1+H2 Pile 1 (T) D+F2+F3+H1+H2 Pile 1 (T) D+F1+F2+F3+H1+H2 Pile 1 (T) D+H1 Pile 1 (T) D+H1+H2 Pile 2'(T) D "( Pile 2(T) D+F1 Pile 2.(T) D+F1+F3 Pile 2 (T) D+F2 Pile .2-.(T) D+F2+F3 LlnStatic-33552i05 -3.64 -60.47 60.58-1278:17-57.58- --127947 LlnStatic-33382.71 -3.33 -64.19 64.28-1301.39 51.63 1302.41 LlnStatic-21329.73 -0.77 -27.65 27.66-549.86 45.23 551.72 LlnStatic-21160.38 -0.45 -31.37 31.37-573.07 39.27 574.41 LlnStatic-33187.93 -3.27 -63.40 63.48-1283.93 57.26 1285.21 LlnStatic-18361.63-516.11-3811.03 3845.82-66844.97 9124.28 67464.82 LlnStatic-18182.28-515.79-3814.74 3849,45 66868.18 9118.32 67487,02. LinStallc-6129.30-513.24-3778.21 3812.91-66116.66 9111.92 66741.58 LlnStatic-6959.95-512.92-3781.93 3816.55-66139.87 9105.97 66763.77 LlnStatic-17987.50-515.74-3813.96 3848.67-66850.72 9123.96 67470.48 LlnStatic-23153.30-700.51-2713.73 2802.69-47654.93 12409.24 49244.10 LinSlatic-22983.94-700.20-2717.46 2806.21-47678.15 12403.29 49265.07 LinSlatic-10930.96-697.64-2680.91 2770.19-46926.62 12396.89 48536.49 LlnStatic-10761.61-697.32-2684.63 2773.71-46949.83 12390.93 48657.41 LlnStatic-22789.17-700.14-2716.66 2806.43-47660.69 12408.92 49249.60 LlnStatic-6324.08-513.29-3779.00 3813.70-66134.11 9106.29 66758.11 LlnStatic-11125.74-697.69-2681.70 2770.97-46944.08 12391.25 48551.93 LlnStatic:-23521IM' -0.23 16.74 16.74 509.19 I29.53 '.510.05 LinStatic: 34188.00 -2.49 29.60 29.70' ` 845.65.36.23 846.43 LlnStatic: 33999.23 -2.11 30 .93,1 31.00 046.14 ,:2920 , 946.59 File z(1) .u+rt+re+ryl+rye' unstatic -22498.02-740.08;::. -2808.50-"-2904.37-i-=47876.85 12864.08 .49574.010 Pile 2 (T) D+F2+H1+H2 -- < , LlnStatic -12151.46-738.18; ;-2823.29 , 2418.20-46327.34 12870.62 60011.85. Pile,2.(T) D+F2+F3+H1+H2 -� LinStalfc' -11962.68-737.79 -; 72821.95 f 2916,80 _F48226,85 '12863,59 ;49912 ;93 Pile 2.(T) D414243+H1+H2; ,.LlnStatic; -2262917. .-740.05- -2809.10=r 2904.65 ":-47890.40 12870.29 48589.66 Pile 2.(T) D}H1" LlnStatio' 6534.907543.05'-' 4142.85-:- 417829 -71023.38-9453.44 71649.76 Pile 2 _(T) - D+H1+H2 LlnStatic-_ =12020,31-738.20% _ -2822.69 2917.62-48312.79 12864.41, 49996;A9 Pile 3 (T) D LlnStatic -25581.20 0.17 24.80 24.86 - 699.64 23.02 700.02 Pile 3 (T) D+F1 LlnStatic -34844.62 -1.16 50.05 50.06 1301.19 12.48 1301.25 Pile 3 (T) D+F1+F3 LlnStallc -34636.01 -0.69 53.28 53.28 1449.08 4.04 1449.09 Pile 3 (T) D+F2 LlnStatic -26049.62 0.15 23.73 23.73 675.07 30.19 675.74 Pile 3 (T) D+F2+F3 LlnStatic -25841.01 0.63 26.95 26.96 822.96 21.75 823.25 Pile 3 (T) D+F1+F2+F3 LinSlatle -35104.43I -0.71 52.20 52.20 1424.51 11.21 1424.56 Pile 3 (T) D+F1+H1 LinSlatic -16001.10-577.00 -4530.80 4567.39-75985.80 9819.03 76617.59 Pile 3 (T) D+F1+F3+H1 LlnStatic -16792.49-576.53 -4527.68 4564.14-76837.91 9810.59 76469.84 Pile 3 (T) D+F2+H1 LlnStatic -7206.09-575.69 -4657.13 4593.35-76611.92 9836.73 77240.84 Pile 3 (T) D+F2+F3+H1 LlnStatic -6997.49-575.21 -4553.90 4590.08-76464.02 9828.30 77093.07 Plle 3 (T) D+F1+F2+F3+H1 LlnStatic -16260.91-576.55 -4528.66 4666.21-75862.48 9817.75 76495.12 Pile 3 (T) D+F1+H1+H2 LlnStatic -22197.04-783.67 -2970.94 3072.56-49652.90 13361.88 51419.36 Plle 3 (T) D+F1+F3+H1+H2 LlnStatie -21988.43-783.20 -2967.72 3069.33-49605.00 13353.44 51274.35 Pile 3 (T) D+F2+H1+H2 LlnStatic -13402.03-782.36 -2997.27 3097.70-50279.02 13379.59 52028.77 Pile 3 (T) D+F2+F3+H1+H2 LlnStatic -13193.42-781.88 -2994.04 3094.46-60131.12 13371.15 51883.69 Pile 3 (T) D+F1+F2+F3+H1+ti2 LlnStatic -22456.84-783.22 -2968.80 3070,38-49529.67 13360.61 51299.94 Pile 3 (T) D+H1 LlnStatic -6737.68-575.67 -4666.05 4592.27-76587.36 9829.57 77216.56 Pile 3 (T) D+H1+H2 -12933.62-782.34 -2996.19 3096.65-50254.44 13372.42 52003.18 Pile 4'(T) D ;- - __1. _LlnStatic_ LlnStatic`, -27723.75 .0.98 - _ " 14.01 -. 1 .04 `: 462.10-, `;10.14 '.462 21 ". Pile 4,(T) D+F1 LlnStatic- ,-35529.27 0.74 `- 17.81--' 1783 `_559.74 '•19.85,`560.09 Pile 4 (T) ` D+F1+F3 , unStatic.- -35300.91 1.'35 , 19.64 - 19.69 ;:680 10 :30.50 680.7$'ii Pile 4.(T) D+F2 LlnStatic" '=28843.41 '0.93 . � 14.15 - :14,18 � 465 86 ' ; `17.87 466:20 : Pile 4-(T) . ' D+F2+F3 - "LlnStatic- -28315.05 1.55 15.98 - 16.05 .`586.22 : 7.22 586.26 ;I Pile 4.(T) D+F1+F2+F3 ` ,LlnStatic' r-36120.56 1.31 4 19,77 ' = 19.81 -.683.86 -22.77 884.24 Pile 4"(T) D+F1+H1 LlnStatie -14758.94-610.63,, -5004.18.:' , - 5041.30-82410.77 10189.19 83036.27: Pile 4_(T) D+F1+F3+Ht ' LlnStatic'. -14530.58-616.01 -. -5002.35 503941--62290.4110178.53 - 82917,61<1 Pile 4 (T) ' ' D+F2+H1 ' • " LlnStatic". , '-7773.08' "-610.44" =50D7.84, 5044.91=82504,65 10226.91 83136.07 Pile 4:(T) D+F2+F3+H1 LlnStatic', -7544.72-609.82 :. -5006.02 5043.03-82384.29 102%.25 83015,321 Pile 4.(T) D+F1+F2+F3+H1' `- Lin'Static- ' -15350.23'-610.06 `-- -5002.22 5039.28-82286.65 16166.26 8291433i Pile A-(T) D+F1+H1+H2 ? LinStatle -21693.52-829.75,-: -3186.58 `3292.84-52359.65-'1387101 54166.671 Pile 4'.(T) D+F1+F3+1-11+H2 ' UnSlatic. -214615.16 --829.13 -3184,75 - 239 - 3290.91-52.29 : 01361 ' 64647.061 Pile 4 (T) D+F2+H1+H2 LinStallc' -14707.66 -829M5 -3190.24 -- 3296.33-52453.53 13909.63 54266.481 Pile 4, (T) b42+F3+Ht+1-12', :. LlnStatic' -14479.30-828.94 -3188.42 3294:41-52333.17 13698.98 54147.41 Pile 4;(T) D+F1+F2+F3+H1+H2 LlnStatic "-22284:81-829.18:'- 3184.62i 3290.80-52235.53 13668.99 54045,351 Pile 4jT) D+H1 ,LlnStatic ,-6953.42 ',7610.39 s -5007.98" 5645.64-82506.41 16219.17 89138:85 Pile 4,(T) D+H1+H2 ,.. _ LlnStatic: -13888.00 ,-829.51 -3190,38 ,_ 329645-52457.29 ],3901.90 Pile 5 (T) D LlnStatic -28608.99 1.39 - -27.23 ,54268,13_j 27.27-448.14 3.66 448.16 Pile 5 (T) D+F1 LlnStatic -35295.57 1.10 -52.04 52.05-999.06 -25.37 999.38 Pile 5 (T) D+F1+F3 LlnStatic -35059.54 1.75 -54.72 54.75-975.65 -36.46 976.23 Pile 5 (T) D+F2 LlnStatic -29658.99 1.64 -26.23 26.28-424.50 6.30 424.65 Pile 5 (T) D+F2+F3 LlnStatic -29422.96 2.28 -28.91 29.00-400.99 -4.79 401.02 Pile 5 (T) D+F1+F2+F3 LlnStatic -36109,54.- 2.00 -53.72 53.76-951.91 -33.72 952.51 Pile 5 (T) D+F1+H1 LlnStatic -13546.17-610.72 -5184.74 5220.59-85702.44 10191.19 86306,25. Pile 5 (T) D+F1+F3+H1 LlnStatic -13310.14-610.08 -5187.41 5223.16.-85678.93 10180.10 86281.69 Plle 5 (T) D+F2+H1 LlnStatic -7909.69-610.19 -5158.93 6194.89-85127.89 10222.85 85739.51 Pile 5 (T) D+F2+F3+H1 LlnStalle -7673.66-609.54 -5161.60 5197.47-85104.38 10211.76 86714.85 Pile 5 (T) D+F1+F2+F3+H1 LlnStatie -14360.14-609.83 -5186.41 6222.14-85655.30 10182.84 86258.45 Pile 5 (T) D+F1+H1+H2 LinSlatle -20874.33-829.64 -3260.65 3364.54-53942.16 13870.59 55696.95 Pile 5 (T) D+F1+F3+H1+H2 LlnStatic -20638.30-828.99 -3263.33 3366.98-63918.65 13859.50 55671.42 Pile 5 (T) D+F2+H1+H2 LlnStatic -15237.76-829.10 -3234.84 3339.40-53367.60 13902.25 55148.65 Pile 5 (T) D+F2+F3+H1+H2 LlnStatic -15001.72-828.46 -3237.52 3341.84-53344,09 13891.16 55123.10 Pile 5 (T) D+F1+F2+F3+H1+H2 LlnStatic -21688.30-828,74 -3262.33 3366.95-53895.01 13862.24 55649.20 Pile 5 (T) D+H1 - LlnStatic -6859.69-610.44 -5169.93 5195.91-85151.53 10220.11 85762.66 Pile 5 (T) D+H1+H2 LlnStatic -14187.75-829.35 -3235.84 3340.43-53391.24 13899.51 55170.83 07/14/2008 03:48:44 PM Page 63 of 77 W:\Projects\2008\0472-08 Caisson PoolTinal Report.pdf ©Pool Engineering, Inc. 2008 ! I� i(7) D LStafic -19553,20 ,65,19 ' -28.36 144PlleB .1660.82.'.� Pile 6 (T). D+F1 LlnStalic -27091,12 -112 25 , -60.60 127.52-1278.66 2639.42 2932.83 -� P1166(T) D+F1+F3 LlnStalic -2827117 -11824 -64.21 134.55-1361.69 2780.70 3070.29 Pile 6 (T) D+F2 LlnStalic -19467,26 -64 23 -27.57 69.60-546.45 1645:19 1630.64_ No 6 (T) D+F2+F3 LlnStatic -20647 91 -70.23 -31.28 76.88-571.48 168647 1766.67 PIIe 6 (T) D+F1+F2+F3 LlnSlalic -28185.162-117.28 -63.42 13133-1284.26 2764.4.5 3048,20: Pile6(T) D+F1+H1 UnStatic -43608.34-707.36 -3816.82 3875,91.-66941..31 13033.75 68100;22` -Pile 6 (T) -- D+F1+F3+H1 -"-LlnStatic ' 44788.98-713:35 -3814.53. 3880.66-66864.34 13175.031 68149.99' Pllo 0 (T) D+F2+H1 LlnStatic -35984.48 -659.34 .3777.89 36M 99-66111.09 11939.62 67,180,57 Pile 6(T) '' D+F2+F3+H1 LlnSlalic -37165.13-665,34 -3781.60 3839.66-66134:13 12 ,80'16 67228.481 ,Plle 6 (T) - D+F142+F3+H1 LlnStatic -44703.04-712.39 -3813,74 3879.71-66846.91 13158.78 68126. 5 1 'PIIe 6 (T) D+F1+H1+H2 LlnStalic -39356.95-796.93 -2713.66 2828.15-47651:71 14641.91 49850,49. PILe 6 (T) D+F1+F3+H1+H2 LlnStatic -40537.60-802.92 -27 f 7.25 2833.40 -47674 74 14783.19` 49914,16,11i11i, Pile 6 (T) -... 1342+H1+H2 UnStatic - -31733.10 7748.92 -2680.62 2783.27-46921,50 13547.68 48836.17 Pile 6(T) D+F2+F3+H1+1-12 tinStatic -32913.74-754.91 -2684.33 2788.46-416944.53 13688.9.6 48899.661 Plle 6 (T)- D+F1+F2+F3+H1+H2 LinSlatic -40451.66 •801.97 -2716.47 2632.38-47657.31 14766.94 49892,70 Pile 6 (T)' D+H1 LlnSlalic 736070.42-660,30 -3776.68':" 3836.94-66128153 11955.77 67200.621 Pile 6 (T) D+H1+H2 LlnStatic -31819.04-749.88 .-2681.41 2784.29-46938.93 13563.93 48859.42 1 Plle 7 (T) D LlnSlalic -31826.80 -17.87 16.78 24.51 609.90 426.66 664.79 Pile 7 (T) D+F1 LlnStalic -46786.72 -38.48 29.18 48.29 838.34 866.74 1205.84 Pile 7 (T) D+F1+F3 LlnStatic -49546,85 -41.66 30.61 51.65 938,88 936.04 1326.77 Pile 7 (T) D+F2 LlnStatic -31800.31 -17.22 18,18 23.63 495.30 417.75 . 647.95 Pile 7 (T) D+F2+F3 LlnStalic -34560,43 -20,28 17.62 26.80 695.84 487.06 769.67 Pile 7 (T) D+F1+F2+F3 UnSlatic -49520.35 -40.89 29.91 50.66 024.29 927.23 1309.22 Pile 7 (T) D+F1+H1 LlnStalic -64661,87-708.90 -4130.16 4190.66-70680.91 12468.71 71781.14 Pile 7 (T) D+F1+F3+H1 LlnStalic -67422.00'.-711.97 -4128.83 4180.77-70589.37 12538.00 71694,22 Pile 7 (T) D+F2+H1 LlnStalic -49675.46-687.64 -4143.16 4199.84-71032.96 12019.72 72042.72.,, Pile 7 (T) D+F2+F3+H1 LlnStalic -52436,58-690.70 -4141.82 4199.02-70932.41 12089.01 71966.20 Pile 7 (T) D+F1+F2+F3+H1 LlnSlalic -67395.50 .711.31 -4129.43 4100.26-70603.97 12629.19 71707.05 Pile 7 (T) D+F1+H1+H2 LlnSlelic -69379.20-780.41 -2809.88 2916,24-47977.24 13720.69 49900,63 Pile 7 (T) D+F1+F3+H1+H2 LlnSlalic -62139.33-783.47 -2808.65 2915,78-47876.70 13780.98 49823,11 Pile 7 (T) D+F2+H1+H2 LlnStatic -44392.79-759.14 -2822.88 2023A7-48320,28 13271.70 50109.76 Pile 7 (T) D+F2+F3+H1+H2 LlnSlalic -47152.91-762.20 -2821,55 2922.69-48219.74 13340.99 60031.24 Pile 7 (T) D+F1+F2+F3+H1+H2 LlnStatic -62112.83 .782.81 -2809.16 2916.18-47691.30 13781.17 49834.70 Pile 7 (T) D+H1 LlnStatic -49701.95-688.29 -4142.56 4199.85 71018.36 12028.62 72029.80 Pile 7 (T) D+H1+H2 LlnStatic -44419.28 .759.80 -2822.28 2922.77 -48305 69 13280.60 60098.02 _ Pilo8-(T) D LLnStatic -36565,58 413 24.86 25:20, 700,53 164.91-766:34:-`1 Pilo 8(T)- D+F1 : : -:LlnStatic -5260703 0.85 49,40 49.41 1290,06 -44.10 1296.0 PI19 8 (T) D+F1+F3 tinStatic -56093.67 '-0.48 52,63 52.63 1437.98 -15.94 :1438.07 ,.( Pile 8 (T) - D+F2 LlnStatic -36788.90 -4.61 23.77 2421 675.76 122.44 6806 Pile 8 (T) D+F2+F3 LlnStatic -40275.53 -6.95 26.99 27,64 823.66 15.0,61 837.32: -� Pile 8 (T) -- D+F1+F2+F3 LlnStalic -56316 98 -0 97 51.54 51,65 1413 21 1.60' 1413.21 1I Pile 8 (T) D+F1+H1 LlnStatic -72362:69-735.96 -4531.18 4590.56-75992.21 12577.23 77625.99 J Pile 8 (T) - D+F1+F3+H1 .LlnStatic -715839.33-737.29 -4527.95 4587,58 -75844.31 126051.40 76884,60 , Pile 8 (T) : D+1`2+H1 -1-16Static -56534.65-741.42 -4566.81 4616.73-76606.63 12743.78 ; 77659.28 Pile 8 (T) `- D+F2+F3+H1 UnStatic -60021.19-742.76 -4553,59 4613,77-76458.62 1277L95 77518..02__1 PIle8.(T). - D+F1+F2+F3+H1 LlnStatic :_-76062.64-t737.78 -4529,04 4588.74-7586%07 12622.93 76911.99.1 Pllo 8 (T)' D+F1+H1+H2 LlnStatic -66019.71-799.53 -2971,04 3076,74-49654.48 13633.63 514912,171 Plle 8 (7) :` D+F1+F3+H1+H2 LlnSlalic =69506.34-800.86 -2967,81 307197-49506.57 13661.80 51357.04, Pile 8(T)-:. D+F2+H1+H2 :..�UnStato '.-50201,57-:-804.99 -2996,67 3102,91-50268,80 13866:18 52128.66' Pile 8 (T) : D+F2+F3+H1+H2 - LlnStatic -53688 21 .-806.33 -2993.44 . 3100.14-50120.89 138M35 51993.53' Pile 8(T)-.: D+F1+F2+F3+H1+H2 -.LlnSlalic -69729.66-801.35 -2968.90 30.75,15 -49531,34 93679.33 51385.58' Pile a (T) _-, D+H1 ' LlnStatic -56311.24 `-740.93 -4555.72 4615,58-76581.76 12726.25 77631.97 Pile B(T)', D+H1+H2 -.:..- LlnSlalic -49978.26 -804.50 - -2995,58 3101,73-50244.03 13782,65 52100A3 Pile 9 (T) D LlnStatic -36034.54 19.79 13.97 24.22 461.40-424.70 627,10 He 9 (T) D+F1 LlnStatic -45082.78 64.67 17.57 67.61 655.73-1235.46 1364.69 Pile 9 (T) D+F1+F3 LlnSlalic -48135.71 67.40 19.39 60.59 676.87-1293.19 1469.16 Pile 9 (T) D+F2 LlnStatic -36908.92 18,11 13,90 22.83 461.72-380.94 698,68 Pile 9 (T) D+F2+F3 LlnStatic -39961.86 20.64 15.71 25.94 581.88-438.67 726.69 Pile 9 (T) D+F1+F2+F3 LlnStatic -49010.09 55.72 19.32 58.07 676.19-1249.44 1420,68 Pile 9(T) D+F1+H1 LlnSlalic -66267.43-724.$2 -5004.31 6066.46-82412.92 11904.36 83268,26 Pile 9 (T) D+F1+F3+H1 LlnStatic -69320.37-721.80 -5002.49 6064.30-82292.78 11846.64 83141.11 Pile 9 (T) D+F2+H1 LlnStalic -58093.68-761.08 -5007.98 6066.48-82606.93 12768.89 - 83487.62 Pile 9 (T) D+F2+F3+H1 LlnStatic -61146,51-768,66 -6006.17 6063.31-82386.80 12701.16 83360.09 Pile 9(T) D+F1+F2+F3+Hl LlnStatic -70194.75! .723.48 -5002.56 6054.60-82292.46 11890.39 83147.04 Pile 9 (T) D+F1+H1+H2 LlnStatic -58812,62-798,44 -3186.41 3284.92-62356.83 13088.77 63968.08 Pile 9 (T) D+F1+F3+H1+H2 LlnSlalic -61865.65 .796,92 -3`184.60 3282.66-52236.69 1.3031.04 53837,53 Pile 9 (T) D+F2+H1+H2 LnStatic -60638,77-835.20 -3100,08 3297.60-52460.84 13943.29 64272.62 Pile 9(T) D+F2+F3+H1+H2 LlnStatic -53691,70-832,68 -3188.27 3295,21-52330.71 13885.56 54141.59 Plle 9 (T) D+F1+F2+F3+H1+H2 LlnStalic -62739,93-797.60 -3184.67 3283.03-52236.37 13074.60 53847.83 Pile 9 (T) D+H1 LlnSlalie -57219.20-759.40 -5007.91 5066.16-82607.26 12715.13 83481.26 Pile 9 (T) D+H1+H2 LlnStatic -49764.39-833.62 -3190.01 3297.11-52451.16 13899 64 54261.60 PIIe 10 (T) D LlnStatic =28859.59 . 65,91 -27.1d 71.28-448.57-1451185 1518;98 Pile 10(T) D+F1 UnStatic -31284.31 96.52 -51,99 109.63 99826-2164.03 238318 Pile 10 (T):_ D+F1+F3 LlnStalic --33200.32 102.19 ` -54.64 115;88-974.31-2291.33 2489.87 1 Pile 10 (T) D+F2 : LlnStatic -30126.40 " HIM 46.41 71 22 -427 55 -1449A 5 1510.91 Pile 10 (T) D+F2+F3 LlnSlalic -32042.42 71.81 -29.06 77,47 403 60-1576,44 1627.28 Plle 10 (T)... D+F1+F2+F3 LlnStatic _-34467.13 �. 10242 -53.92 115,75, 7955 29-2288.63 248000 Pile 10 (T) - D+F1+H1 LlnStatic --46509.07 :-654.85 .5184.22 52.26.42-85693.60 10464.55 , 86330.38 Pile 10 (T) D+F1+F3+H1 LlnSlalic --61425.09 --649.18 -5186.87 J 6227.34-85669.86 10337.26 86261.27.' Pile 10 (T) D+F2+H1 LlnStatic -48351.16-685.23 75158.64 5203.95-86123.09 11179.43 85854.06" Pile 10 (T); D+F2+F3+H1 LlnStatic -50267.18--679.56 -=5161,29 5205,83-85099,14 11052,14 85813:831 Pile 10(T) D+F1+F2+F3+H1 LlnSlalic ,-52691.90-648.95 -5166.15 5226.59-85650.83 10339.95 86272.701 Plle 10(T). D+F1+H1+H2 - : LlnStalic -42093.46-744,46 -3260,10 33,44.02-53932.88 11893,62 5522874.1 Pile 10 (T) D+F1+F3+Hl+H2-- -LlnStatic ' .-44009.51-.738.79 -3262.75 3345.35-53908.193 11766.32 55176,071! Pile 10 (T). D+F2+Hl+H2 LlnStalic -40935.59 .-774,84 •3234.52 3326.03-53362.16 12608,60" 54831.51 1 Pile 10 (T) D+F2+F3+H1+H2. LinSlalic ,'-42851.61 �,-769.17 -.'-3287A7 - 3327.30-53338.22 12481.21 54779.07.1 Pile 10 (T) D+F1+F2+F3+H1+H2 - LlnStatic -45276.32 7738,66 =3262.02 3344:58-53689.91 11,769 02 65166.66 Pilo 10 (T) D+H1 - LlnStalic -47084.35-685,46 •5159.38 . 5204.70 -65142 11 11176 74 85872.57' Pile 10(T)_ D+H1+H2 :LlnStalic. -39668.78--775.08.. _73235,24_ 3326.79-53381.19 1269580 54849,41, 07/14/2008 03:48:44 PM W:\Prolects\2008\0472-08 Caisson Pool\Final Report.pdf Page 64 of 77 ©Pool Engineering, Inc. 2008 Joint, Ou�utCase ., CaE Pile 1 (B) D+F1 LlnStatic Pile 1 (B) D+F1+F3 LlnStatic Pile 1 (B) D+F2 LlnStatic Pile 1 (B) D+F2+F3 LlnStatic Pile 1 (B) D+F1+F2+F3 LlnStatic Plle 1 (B) D+F1+H1 LlnStatic Pile 1 (B) D+F1+F3+H1 LlnStatic Pile 1 (B) D+F2+H1 LlnStatic Pile 1 (B) D+F2+F3+H1 LlnStatic Pile 1 (B) D+F1+F2+F3+H1 LlnStatic Pile 1 (B) D+F1+H1+H2 LlnStatic Pile 1 (B) D+F1+F3+H1+H2 LlnStatic Pile 1 (B) D+F2+H1+H2 LlnStatic Pile 1 (B) D+F2+F3+H1+H2 LlnStatic Pile 1 (B) D+F1+F2+F3+H1+H2 LlnStatic Pile 1 (B) D+H1 LlnStatic Pile 1 (B) D+H1+H2 LlnStatic Pile 2,.(B) D; Linstatic: Pile 2 (B) D411 LlnStatic'. Pile2(B) D+F1+F3 LinSiatic. Pile:2 (a) LlnStatic. D+F1+H1 r D+F1+F3+H1 -' D+F2+H1 %D+F2+F3+H1 D+F142+1`3+1-11 D+F1+H1+H2 >. ' D+F1+F3+H1+H2 D+F2+H1+H2 DFF2+F3+H1+H2 _- 38253.49 0.62 28.44_:- 28.45 _ 442.32 10.40--- _- 442.44 50281.04 ' 3.64 00.47 -- 60.68 -- 868.50-- 71.68 - - 871.45 -- -- - - - 50111.69 3.33 64.19 64.28-977.31 66.41 979.66 38058.71 0.77 27.65 27.66-431.77 -17.94 432.14 37880.36 0.45 31.37 31.37-540.58 -23.20 641.08 49916.91 3.27 63.40 63.48-966.76 58.88 068.55 35080.61 616.11 3811.03 3846.82-68446.43 9197.66 69061.63 34911.26 516.79 3814.74 3949.45-68565.24 9192.29 69168.77 22858.28 513.24 3778.21 3812.91-08009.70 9107.94 68616.86 22688.93 512.92 3781.93 3816.66-68118.51 9102.68 68724.01 34716.48 516,74 3813.96 3848.67-68644.69 9184.76 69167.32 39882.28 700.51 2713.73 2802.69-48682.37 12468.92 60261.35 39712.92 700.20 2717.45 2806.21-48791.16 12453.66 50365.47 27669.95 697.64 2680,91 2770.19-48245.63 12369.31 49806.03 27490.69 697.32 2684.63 2773.71-48354.44 12364.04 49910.13 39518.15 700.14 2716.66 2805.43-48780.63 12446.12 50343,38 23053.06 513.29 3779.00 3813.70-68020.26 9115.48 68628.32 27854.72 697.69 2681.70 2770.97-48256.19 12376.84 49818.13 30936.34 0,23'- =16.74 16.74 73.91--21.43 r76.95 50602.83 2.49„' -29.60 29.70 185.34 -: 50.60 '192.12 5041'C05 2,11 -30.913 3100 ..131'.27 ':44.26 ,138.53-:' 4006Z49 0.20 A6.14 104 '67.62--28,63 73,43 39878.71-0.18,:J .-17.47 17.47 13.b5.- -34.97--37.50=� Pile 2 (B) D+111+1-t2, _. - LlnStatic::. 28435;13i 738.20 2822.69, _: 2917.62 _-50010.85 „12849.72 ;61635.26. Pile 3 (B) D LlnStatic 41681.86 -0.17 -24.80 24.80 147.84 -28.92 150.64 Pile 3 (B) D+F1 LlnStatie 50946.28 1.16 -60.05 50.06 408.89 27.12 409.79 Pile 3 (B) D+F1+F3 LlnStatie 50736.68 0.69 -53.28 53.28 371.16 10.40 371.67 Pile 3 (B) D+F2 LlnStatic 42160.28 -0.16 -23.73 23.73 135.58 -35.44 140.14 Pile 3 (B) D+F2+F3 LlnStatic 41941.67 -0.63 -26.95 26.96 07,85 -43.16 106.95 Pile 3 (B) D+F1+F2+F3 LlnStatic -51205.09 : 0.71 -52,20 52.20 358.90 12.88 359.13 Pile 3 (B) D+F1+H1 LlnStatic 32101.76 577,00 4630.80 4567.39-78816.62 9895.17 79436.34 Pile 3 (B) D+F1+F3+H1 LlnStatic 31893.16 576.63 4627.58 4564.14-78864.36 9887.45 79471.82 Plle 3 (B) D+F2+H1 LlnStatic 23306.76 5760 4657.13 4593.35 '-79089.93 9832.60 79698.79 Pile 3 (B) D+F2+F3+H1 LlnStatic 23098.15 675.21 4663.90 4690,08-79127.66 9824.88 79735.28' Plle 3 (B) D+F1+F2+F3+H1 LlnStatic 32361.57 576.65 4628.66 4566.21-78866.61 9880.93 79483.17 Pile 3 (B) D+F1+H1+H2 LlnStatic 38297.70 783.67 2970.94 3072.66-51864.32 13413.50 53661.11 Pile 3 (B) D+F1+F3+H1+H2 LlnStatic 38089.09 783.20 2967.72 3069.33-61892.06 13405.77 53696.71 Pile 3 (B) D+F2+H1+H2 LlnStatic 29502.69 782.36 2997.27 3097.70-52127.63 13360.93 53810,20 Pile 3 (B) D+F2+F3+H1+H2 LlnStatie 29294.09 781.88 2994.04 3094.45-62165.37 13343.21 53844.84 Pile 3 (B) D+F1+F2+F3+H1+H2 Linstatic 38557.61 783.22 2968.80 3070.38-61904.32 13399.26 63605.96 Pile 3 (B) D+H1 LlnStatic 22838.34 675.67 4566.05 4592.27-79077.67 9830.12 79687.43 Pile 3 (B) D+H1+H2 LlnStatic 29034.28 782.34 2996.19 3096.65-52116.38 13357.45 53799.95 LlnStatic` 43510:26 -2-ON 14.01 14 64 ' - 7 36 =42 94' "43.47 Pile4.(B) D+F1 LinSiapo 6 315.77 074 17.81 17.83 : 3700 491 37M Pile 4.(6) D+F143 LmSlstic' 51067,41 1 35 19,64 19.64 - 22 18 =14 84 26.69 ' Pile 4(B), -'D+F2 LlnStatic 44329.91 0.93 -1d.16 14.18 812 9.06 49.73 III Pile4(B) D+F2+F3 `' LlnStatic: 44101.55 -1.55 ,15.98 16.05 5106-.-58.99 78.02.�� Pile 4 (B), D+F.1+F2+F3 UnStalla 51907.07 1.31 -19.77 ` 16.81 21 41 =21.06 30.63. Pile 4(B) D+F7+H1 - LinSiatic. $0545.44 61063,' 5004.18 504130-85229-16 10266.84 88845.3t Pile 4 (B) 134143+H9 - Lint telia 30317.03 610.01' ` 5002.35 5039.41 '-85288.34 1Mtt.92 85902.68_ 1`I1e4 (B) D+F2+Ht' LlnStatic•. 23566.68 616.44 '`5067.84 ` 5044.91-65258,04. 10222.69, 85868,721 Pile 4:.(B) ' D+F2+F3+H1 `... LinStatid--. 23331.22 '609.82'- ' 5006.02 °; 5043.63--65317:22 16212.77' 85926.30 Pile 4:(B) D+F1+F2+F3+H7 Lm' talk . 31136.74 610.06 -' 50012,2 � 6039.28-65287,58 10250,69 85901.361 Plle 4(B) D+F1+H1+H2 Linstatic. 37480.02 9,7 825, 3186.58 3292 84-54390.7013924.66 56144.83 � Pile 4'(B) D41+F3+111+H2 LlnStatic( '37251.66 829.13' 3164.75 3290.9V-64449.88 13914:63 66199.76 Pile 4.(B) D+F2+H1+H2 - LlnStatic.: 30494.16 829.55 3190.24 3266.33 `-54419.68 13880.41 56161.88 Pile 4:(B) D+F2+F3+H1+H2 UhStalia- 30265.80 828.94 3188.42 3294.41'-54478.76 131870.48 56216.77_� Pile 4(B) D+F1+F2+F3+H1+H2 Linstatic ;38071.32 829.18 :. 3184.62 3290.80-54449,11 13908.41 58197,41' Pile 4(B) 13+1-11 LlnStatic: 22739.93 61039',5607,96 s 5045.64 -85258.81 10228,92 85876'22 Pile 4 (B) D+Hi+1-12 LinSiatic, 29674.51 829 51 ; 3190.38 3296.45 .-54420.34 13886.63 66164.15 ) Pile 5 (B) D LinSiatic 44396.49 -1.36 27.23 27.27-464.06 -50.07 466.75 Pile 5 (B) D+F1 LlnStatic 51082.08 -1.10 62.04 62,05-744.32 -11.68 744.41 Pile 5 (B) D+F1+F3 LlnStatic 50846.04 -1.75 64.72 64.75-857.48 -22.00 857.76 Pile 5 (B) D+F2 LlnStatic 45446,60 -1.64 26.23 26.28-454.19 -61.27 458.30 Pile 5 (B) D+F2+F3 LlnStatic 45209,46 -2,28 28.91 29.00-567.34 -71,69 571.85 Pile 5 (B) D+F1+F2+F3 LlnStatic 51896.05 ; -2.00 53.72 53.76-847.61 -33.20 848.26 Pile 5 (B) D+F1+H1 LlnStatie 29332.67 610.72 5184.74 5220.69-87986.28 10268.06 88583.40 Pile 6 (B) D+F1+F3+H1 LlnStatic 29096.64 610.08 5187.41 5223.16 --88099.43 10257.64 -. 88694M Pile 5 (B) D+F2+H1 LlnStatic 23606.10 610.19 5158.93 6194.89-87696.14 10218.37 88289.46 Pile 5 (B) D+F2+F3+H1 LlnStatic 23460.06 609.64 5161.60 5197.47-87809.30 10207.94 88400,66 Pile 5 (B) D+F1+F2+F3+H1 LlnStatic 30146.64 609.63 5186.41 6222.14-88089.66 10246.43 88683.48 Pile 5 (B) D+F1+H1+H2 LlnStatic 36660.84 829.64 3260.66 3364.54-65289.69 13922.22 57015.69 Pile 5 (B) D+F1+F3+H1+H2 LlnStatic 36424.80 828.99 3263.33 3366.98-55402.84 13911.80 67122.79 Pile 5 (B) D+F2+H1+H2 LlnStatic 31024.26 829.10 3234.84 3339.40-64999.65 13872.53 56722.11 Pile 6 (B) D+F2+F3+H1+H2 LlnStatic 30788,22 828.46 3237.62 3341:84-55112.71 13862.11 66829.30 Pile 5 (B) D+F1+F2+F3+H1+H2 LlnStatic 37474.81 828.74 3262.33 3365.95-55392.97 13900.60 67110.49 Pile 5 (B) D+H1 LlnStatic 22646.09 610.44 5159.93 6195.01-87706.01 10229.57 88300.66 Pile 5 (B) D+H1+H2 LlnSlalle 29974.25 829.35 3235.84 3340.43-55009.42 13883,73 56734.42 07/14/2008 03:48:44 PM Page 65 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 r `pile 6 (B) D LinBiallc 36282.18 65.19 28,36 4109-440.88 752.64. 872.44.1 'Pilo 6,(B). D+F1 LinStatic 43820.10 112.25 60.60 127.52-868.90 1345`.34 . 1601.59. ,-.. 'Pile 6 (13) D+F1+F3 UnSlallc 45000.75 118.24 64.21 134.55-977.62 1416.78 1721.34 Pile 6 (6) D+F2 LinS(a0c 36196.24 6423 27.67 69.90-430.35 735.14 851.84 ; 'Pile 6 (B) '- D+F2+F3 LlnSlatic 37376.89 - 70.23 -31.28 76,88-539.98 806.58 970.09 -:Pile 6 (B) - D+F1+F2+F3 l-instatic 44914.01 117.28 63.42 133.33-967.09 1399.08 1706.79 Pile 6 (13) D+F9+H1: LlnSlatic 60337.32 707.36 , 3810.82 3875.91-68442.77 12077:42 69500,19_G Pile 6 (B) D+F143+4 LlnSlatic 61517.97 713.35 3814.53 3880.66-6855141 12148.85 t 69619.61 Pile 6 (B) D+1`2+1-11 LlnSlatic 52713.46 659.34 3777.89 3834.99-68604,14 11467.22 68964.19 -Pile 6 (B) D+F2+F3+H1 LlnSlatic 53M.11 666.34 3781.60 3839.68-68112.77 11538.65 69083.21 � Pile 6 (B) D+F1+F2+F3+H1 Ua Static 61432.02 712.39 3813.74 3879.71-68540.87 12131.16 69606.15 Pile 6 (B) ;_ D+F1+H1+H2 LlnSlatic 56085.193 796.93 2713,55 2828:15-48679.14 13649.20 60556.50 Pile 6 (B) D+F1+F3+H1+H2 -LlnStak 67266.68 802,92 2717.25 2833.40-48787.78 13720 64 50680,40 ,Pile 6 (B) -: D+F2+H1+H21 - LlnSlatic - 48462.08 748.92 2680.62 2783.27-48240.51 13039.01 49971,62.1 'Pile 6 (B) D+F2+F3+H1+H2 - - UnStalic - 49642,72 754.91 2684.33 2788,46-483419.14 13110.44 60095.141 Pile 6 (B) D+F1+F2+F3+H1+H2 LlnSlatic -- 57180.64 801.97 2716.47 2832.38 -48777.24 13702.95 50666.47 i .Pile 6 (B) D+1-11 .'- instant " 62794,40 - 660.30 3778.68 3835.94-68014.67 11484591 68977.1521 -Pilo 6 (B) j D+H1+H2 _„ 1.- LlnSlatic 48548.02 749 88 2681.41 2784.29 .48251.04 13056.70 49986.401 Pile 7 (B) D LlnStallc 48241.62 17.87 -16.78 24.51 74.61 196.09 209,80 Pile 7 (B) D+F1 LlnSlatic 63201.64 38.48 -29.18 48.29 178.03 473.82 606.16 Pile 7 (B) D+F1+F3 LlnSlatic 65961.67 41.65 -30.61 51.55 124.02 611.27 526.10 Pile 7 (B) D+F2 LlnSlatic 48216.13 17.22 -16.18 23,63 68.28 181.99 194.38 Pile 7 (B) D+F2+F3 LlnSlatic 50976.25 20.28 -17.52 26.80 14.27 219.44 219.90 Pile 7 (B) D+F1+F2+F3 LlnSlatic 65935.17 40.89 -29.91 60.66 117.69 497.17 510.91 Pile 7 (B) D+F1+H1 LlnSlatic 81076.70 708.90 4130.16 4190.56-73177.36 12224.81 74191.46 Pile 7 (13) D+F1+F3+H1 LlnStallc 83836,82 711.97 4128.83 4189.77-73231.37 12262.26 74250.90 Pile 7 (B) D+F2+H1 LlnStatic 66090.28 687.64 4143.16 4199.84-73287.11 11932.97 74262.26 Pile 7 (B) D+F2+F3+H1 LlnSlatic 68850.40 690.70 4141.82 4199.02-73341.13 11970.43 74311.69 Pile 7 (B) D+F1+F2+F3+H1 LlnStatic 83810.32 711.31 4129.43 4190.25-73237.71 12248.16 74264.83 Pile 7 (B) D+F1+H1+H2 LlnSlatic 75794.03 780.41 2809.88 2916.24-49900.32 13463.61 61684.70 Pile 7 (B) D+F1+F3+H1+H2 LlnSlatic 78554.15 783.47 2808.55 2915.78-49954.34 13500.96 51746.61 Pile 7 (B) D+F2+H1+H2 LlnSlatic 60807.61 759.14 2822.88 2923.17-50010.08 13171.68 51715.58 Pile 7 (B) D+F2+F3+H1+H2 LlnSlatic 63667.73 762.20 2821.55 2922.69-50064.09 13209.13 51777.36 Pile 7 (B) D+F1+F2+F3+H1+H2 LlnSlatic 78527.66 782.81 2809.16 2916.18-49960.67 13466.86 51749.06 Pile 7 (B) D+H1 LlnStatic 66116.78 688.29 4142.66 4199.35-73280.78 11947.07 74248.27 Pile 7 (B) D+H1+H2 LlnSlatic 60834.11 759.80 2822.28 2922.77 -60003 75 13185.78 51713,05 Pile 8 (B) D LlnSlatic '5266.6.25 ' 4.13 --24.86 25.20 1473 3503 153.03,,-,� Pile 8 (B) +. D+F1 -. LlnSlatic 68707.70 - -0.85 -49.40 49.41 397.78 15.04 39-M .i Pile 8 (B)..,- D+F1+F3 LlnStatic --:72194.33 0,48 -52"63 52.63 360.06 32.49 361.52:_; Pile 8 (B) D+F2 '- "D+F2+F3 LinStalic - -52889.56 -4.61 -23.77 24.21 136.27 35.21 140.76 111.74-`j Pile 8(B) - Linslatic 5637619 5,95 "-26,99 27.64 98.55 52.66 'Pile 8 (B) D+F142+F3 Unstatic 72417.64 0.67 -51.64 51.55 347.60 31.67 349.04 j Pile 6 (B) D+F1+Ht LlnStalic 68463,36 735.96 4531.18 4590.56 "-78823 03 12567.97 79818.69I1 Pile 8 (B) - D+F1+F3+H1 LlnSlatic 91930,99 ,-737,29 4527:95 , 4587.58-78860.75 12565.42 79858.69,� Pile 8 (B):.>. D+F2YH1 - LlnSlatic 72635.22 741.42 "4556.81 4616.73-796M.64 80 12588,14 080.12 Pile 8(B)`. D+F2+1`3+1-11 LlnStatic 7612185 742.76 4553.59 4613.77-79122,26 12605,59, 80120.12 P11e8(B) D+Ft+F2+F3tH1 - Lin, Static i 92163.30 .737.78 4529.04 4688.74-78873.20 12584,60 �7987086j Pile 8 (B) D+F1+H1+H2, LlnSlatic 82120.37 7,99.63 2971.04 ' 3076.74 , -51855 90 13683.52 53630.90 j Pile 8 (B) D+F1+F3+H1+H2 Linslatic -85607.01 860.86 2967.81 3013,97 -51893 63 13700.97 53671.83I Pile 8 (B) D+F2+H1+H2 LlnSlatic 66362.23 804.99 2996.67 .310 ,91 -52117 42 13703.69, 63888,93 Pilo 8(B) t. 8 D+F2+F3+H1+H2 D+F1+F2+F3+H1+H2 LlnSlatic 4nStatic 69788.87 85830.32 806.33 801.35 2993.44 2968.90 3100:14-5216514 13721M 53929.85 3075.15-51906.08 13700 15 63683.66.1 Pile (B) Pile 8 (B) D+H1 LinStatic 72411.91 740.93 , .804.5o 4W.72 4615.58 -79072 08 12588.96 80067.94 Plle_8.(B) -. D+H1+H2 _ LlnSlatic -66078.92 2995.66 3101,73-52104.96 13704.61 ,53877.09_� Pile 9 (B) .., D - LlnSlatic 61821.05 -19.79 -13.97 24.22 6.66 -238.37 238.46 Pilo 9 (B) D+F1 LlnSlatic 60869,28 -54.87 -17.57 67.61 32.99-602.74 603.64 Pile 9 (B) D+F1+F3 Linslatic 63922,21 -57.40 -19.39 60.69 -26.41-629.65 630.20 Pile 9 (B) D+F2 LlnSlatic 62695.43 -18.11 -13.90 22,83 3.98-225.81 226.85 Pile 9 (B) D+F2+F3 LlnSlatic 55748.36. -20.64 -15.71 26.94 -65.42-252.72 268.73 Pile 9 (B) D+F1+F2+F3 LlnSlatic 64796.59 -55.72 -19.32 68.97 -29.09-617.10 617.79 Pile 9 (B) D+F1+H1 LinStalic 82053,94 724,32 6004.31 6056.46-86231.31 12360.46 86122.92 Pile 9 (B) D+F1+F3+H1 LlnSlatic 85106.87 721.80 6002.49 6054.30-85290.72 12333.66 86177.86 Pile 9 (B) D+F2+H1 LlnSlatic 73880.09 761.08 6007.08 5Q65.48-85260.32 12737.39 86206.52 Pile 9 (B) D+F2+F3+H1 LlnSlatic 76933.02 758.56 5006.17 6063.31-85319.73 12710.49-:86261.31 Pile 9 (B) D+F1+F2+F3+H1 LlnSlatic 85981.25 723.48 6002.56 6054.60-85293.39 12346.11 86182.30 Pile 9 (S) D+F1+H1+H2 LlnSlatic 74599.13 798.44 3186.41 3284.92-54357.88 13659.08 56076,84 Pilo 9 (B) D+F1+F3+H1+H2 LlnSlatic 77652.06 795.92 3184.60 3282.65-54447.29 13632.17 56127.92 Pile 9 (B) D+F2+H1+H2 LlnSlatic 66425.27 835.20 3190.08 3297.60-54416.89 14036.01 56197.93 Pile 9 (B) D+F2+F3+H1+H2 LlnSlatic 69478,21 832.68 3188.27 3295.21-54476,30 14009,10 56248.76 Pile 9 (B) D+F1+F2+F3+H1+H2 LlnSlatic 78526.44 797.60 3184.67 3283.03-54449.96 13644.73 56133.56 Pile 9 (B) D+H1 LlnSlatic 73005.71 759.40 5007.91 606516-06257.65 12724.84 86202.02 Pile 9 (8) D+H1+H2 LlnSlatic 66560.89 833.52 3190.01 3297.11-54414.22 14023.46 66192.21 --� Pile 10 (B)j _ D --LlnSlatic -44646M -65,91 r27,14 -7L28" -462.48-756.02 686,26 Pile 10 (B) D+F1 LlnSlatic 47070,$1 -96.52 51,09 100.63-743.52-1069,41 1302.48 Pile 10 (B) D+F1+F3 LlnStetic 48986.82 -102,19 54.64 115.88 .850.28-1132.08 1419,43 { Pile 16 (B) D+F2 LlnSlatic 45912.90 .66.14 26.41 71,22-467.23 -766 61 892.$2 _t ,Pile 10 (B) D+F2+F3 Llnstallc 47828.92 -71.81 29.06 77,47 669.95-82$,18 1006,17 1 Pile 10 (B) D+F1+F2+F3 LlnSlatic 50263.63 -102,42 53,92 116,75-860.96-1142.60 1424.65 PIIe 10 (B) D+F1+H1 llnSlallc 65296,w 654.85 5184.22 6225.42-87977,63 11472.93 86M,55 Pile 10 (B) D+F1+F3+H1 LlnStatic 67211,59 649.18 ' 5166,87 5227.34-88090,35, 11410,26 : 88826.26 Pile 10 (B) Q+F2+H1 LlnStallc 64137.67 _686,23 51$8.64 52Q3.95 -87691 34 11776,83 86478.48 Pile 10 (8) D+F2+F3+H1 LlnSlalio 66053.68 619,56 5161.29 6205.83-878Q4,06 11713,16 M681.89 Pile 10 (8) D+F1+F2+F3+H1< -. LlnSlatic . ! 68478.40.. 648.95 6106,16 6226,69-88005.10 11399.78 88819,70 Pile 10'(B) D+F1+H1+H2 - LlnStatic 67880.00 744.46 3260.10 3344.02-56260.40 1304$,66 56798,92 Pile 1a(B) D+F1+F3+HI+H2 LlnSlatic 69796.01 '738,79 3262.76 3345.35-65363.13 12983,18 56894,30 Pilo 10 (B) D+F2+H1+H2 LlnSlatic 66722.09 774,64 3234.62 3326,03-5409411 13348.76 56691.00 Pile 10 (B) D+F2+F3+H1+H2 UnStalic - 68638.11 766.17 3237,17 3327.30 45106.83 1$286.08 56685:82 Pile 10 (B) D+F1+F2+F3+H1+H2 LlnSlatic 61062.82 ' 738.56 3262.02 3344,58-65387,87 12972,70 ,66880.79 Pile 10 (B) +H D1 LlnSlatic 62870.86 685.46 5150.56 5204.70-87666.69 11786.31 818485,08 Pilelo,(8) D+H9+H2 _ -LlnStotla._.:85455.28_:;_776-06 _: 3235.24,..:3326.79 -54999,37. 18360.24 66698.69.1 07/14/2008 03:48:44 PM Page 66 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 DESIGNER: CJB Caisson * Grade Beam Supported Swimming Pool JOB #08-0472 CAISSON=DE-SIGN: - -- Properties: �c := 24in diameter of caisson the := 3in concrete cover to reinforcing k := 36in diameter of caisson (belled -out at bottom) 6c := 150pcf unit weight of reinforced concrete Ab = 1017.876 in bearing area of caisson D, 3ft shallow depth of pool ,Jp := 200pcf passive earth pressure tf:= 12in thickness of pool floor 2000psf maximum passive earth pressure db := 24in depth of grade beam gend := 3000 p t end bearing capacity (per foot of embedment) q.,,, := 15000psf max. end bearing capacity demb 5ft embedment into bedrock db,.:= 45ft max. depth to bedrock from existing grade Pmax := Ab•min(gmax�gend•dcmb) Pmax = 106028.752lb maximum vertical load capacity Vertical Load Analy5i5: See SAP Analysis Results on Previous Pages for Max. Caisson Reaction P8 = 92163.301b pile 8 controls design P := Pg + 6c dcmb'Ab P = 97464.738 lb maximum vertical load at bottom of caisson P = 97.465 kip < Pmax = 106.029 kip Vertical —Loading = "PASS" Lateral Load Analysis: Flagpole Footing, Non -constrained at Ground Level for Isolated Piles - Per IBC/CBC Section 1805 7 2 V := 5227.341b maximum design shear from SAP2000 analysis ISOLATED := "NO" increase for isolated footing M := 86330.38lb•ft maximum design moment from SAP2000 analysis h := M h = 16.515 ft effective height to resultant dt = 14.37 ft trial depth for iteration V d 11 Pp := IS•ryp Pp = 200•pcf nominal passive pressure St := min Pp, 3t,ISryp_,,, St = 958,333•psf A 23V A = 6.382 ft d,. 2 �1 + 1 + 4' A h/ d,. = 14.37 ft required depth for iteration S c d,ni„ = 14.5 ft required embedment below grade beam to resist lateral loading Caisson Embedment Results: d := max(dcmb, Ds + tf + db + dmin ` dbr) d = 5 ft required embedment into bedrock 07/14/2008 03:48:44 PM W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf Page 67 of 77 ©Pool Engineering, Inc. 2008 I ,l Pile 1 (T) 1.4(D+F1) LlnStatic -46972.89 -5.1 -84.66 84.81-1789,44 80.62 1701.26 Plle 1 (T) 1.4(D+F1+F3) LlnStatic -46735.79 -4.66 -89.86 89.98-1821.94 72.28 1823.37 Pile 1 (T) 1.4(D+F2) LlnStatic -29861.62 -1.08 -38.71 38,73-769.81 63.32 772.41 Pile 1 (T) 1.4(D+F2+F3) LlnStatic .29624.63 -0,63 -43.92 43.92 -802.3 64.98 804.18 Pile 1 (T) 1.4(D+F1+F2+F3) LlnStalic -46463.11 -4.68 -88.76 88,88-1797,51 80.17 1799,30 Pile 1 (T) 1.2(D+F1)+1.6H1 LlnStatic -16941.79 -824.32 -6073.45 6129.14-106440.7 14675.81 107434.04 Pile 1 (T) 1.2(D+F1+F3)+1.6H1 LlnStalic -21818.74 -618.95 -4577.69 4619.04-80241.81 10941,99 80984,41 Pile 1 (T) 1.2(D+F2)+1.6H1 LlnStatic -1274.99 -820.87 -6034.07 6089.65-105566.7 14560.98 106666.18 Pile 1 (T) 1.2(D+F2+F3)+1.6H1 LlnStatic .1071.77 -820.49 -6038;53 6094.02-105694.6 14553.84 106692,80 Pile 1 (T) 1.2(D+F1+F2+F3)+1.6H1 LlnStatic -15504.83 -823.87 -6076.97 6132.56 '.-106447.6 14676.42 107440,83 Pile 1 (T) 1.2(D+F1)+1.6(H1+H2) LlnStatlo -23624.45 -1119.36 -4317.77 4460.60-75736.62 19831.76 78290.07 Pile 1 (T) 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic -23421.23 -1118.98 -4322.24 4464.74-75764.48 19824.61 78315.21 Pile 1 (T) 1.2(D+F2)+1.6(H1+H2) LlnStalic -8957,65 -1116.92 -4278,39 4421.63-74862.66 19816.93 77441.12 Pile 1 (T) 1,2(D+F2+F3)+1.6(H1+H2) LlnStatic -8764.43 -1116.64 -4282.86 4426.76-74890.5 19809.79 77466.22 Pile 1 (T) 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStalic -23187.49 -1118.92 -4321.29 4463.80-75743.53 19831.37 78296.65 Pile 1 (T) 1.2D+1.6H1 LlnStatic •1608.72 -820.93 -6035.02 6090.60-105587.7 14664.22 106586.01 Pile 1 (T) 1.2D+1.6(H1+H2) LlnStatic -9191.38 -1116.98 -4279.34 4422.46-74883.59 19810.17 77459.63 Pile 2 (T) - 1.4D LlnStatic -32930A2 -6.33 23.44 23:44 712.87 41.34 714.07 :Pile 2(T) ',. 1.4(D+F1) .LlnStatic I4M68.21 -3.49 41.44 41:59 1183.91 50.73 "1185.00' Pile 2 (T,). ' 1.4(D+F1+F3) L nStdc -47588.92 "- -2.95 '43.3 43,40 1321059 "40.88 1325,22 " :Pilo 2(T) 1.4(D+F2) :LlnStatic ".-33113.74 -.;0.2'9 '22.6 22.60 692.5 50.04 694.M Plle 2 (T) - 1.4(D+F2+F3) LlnStatic -328,49.45 0.25 24.46 24.46 833;18 40,19 834.15- Pile 2 (T) ' 1.4(D41+F2+F3) - LlnStatic --47782.63 :491 "l42.46 42 56 1304.22 49.67 1305 16 Pile 2(T) 1.2(D+F1)+1,6H1 LlnStalic :-1384Z02 =471.5 -6619.82 6676.94-11607,3 15M,74 114440.80 '.Pile 2(T):- 1.2(D+F1+F3)+L.6H1. -LlnStatic -20415.14 =853.91 -4954.39 '4997.36-84703.73 11343:73 85459.94. ;Pile 2 (T) 1.2(D+F2)+1.6H1 LlnStatic -1204.62 -868,75 -6835.97- ; 6692.69-113858.6 15121.15 1114858.25 'Pile 2 (T) '.. 1.2(D+F2+F3)+1.6H1 LlnStatic -978.09 -866.29 -6634,37 "6690.95 113738 15112.71 114737.60 :Pile 2(T) 1.2(D+F1+F2+F3)+1.6H1 ILInStatic -13777,87 ':=871 -6618.94 6676.00-1133314.2 1512016'11433846 Pile2(T) 1.2(D+F1)+1:6(H1+H2) LlnStalic -22623.67 -110.75 -4567.571 4660.41 `-77100.39 2057929 79799.61; PI1e2(T)':. 12(D+F1+F3)+1.6(H1+H2) LlnStatic =22397.14 -1183.29 -4505.97 4658.75-76979.81 .26570:65 79680,,93' Pile 2(T) . -, 1.2(D+F2)+1.6(H1+H2) -LlnStatic -9981.27 , =1181 -4523.71 4675.33-77521:6' '20578,7 ••80206:493 .Pile 2 (T) _ . 1.2(D+F2+F3)+1.6(H1+H2) LlnStalic -9754.74 -1180.54 -4522.12 ;4673 66-77401.01 20570.26 80087,78 yPile 2(T). 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStatic -22554.52 -118325 -4506.69 -4659.44 46997.27 20578,3 79699.72, Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 Pile 3 ' 1.2D+1.6H1 ' LlnSlatic =-10-47.23 `=868.79 LlnStatic -9823,88 -1181.03, 1.41D LlnStalic -35813.68 0.24 1.4(D+F1) LlnStatic -48782.47 -1.62 1.4(D+F1+F3) LlnStatic -48490.42 -0.96 1.4(D+F2) LlnStatic -36469.46 0.22 1.4(D+F2+F3) LlnStatic -36177.41 0.86 1.4(D+F1+F2+F3) LlnStatic '._-49148:2 -0.99 1.2(D+F1)+1.6H1 LlnStalic -11663.91 -922.74 1.2(D+F1+F3)+1.6H1 LlnStatic -18950.99 -691.83 1.2(D+F2)+1.6H1 LlnStatic -1109.9 -921.16 1.2(D+F2+F3)+1,6H1 LlnStalic 450;67 -920,59 1.2(D+F1+F2+F3)+1.6H1 LlnStatic -11975.68 -92219 1.2(D+F1)+1.6(H1+H2) LlnStatic -21677.41 -1263.41 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic -21327.08 -1252.84 1.2(D+F2)+1.6(H1+H2) LlnStatic -11023.4 -1251.83 1.2(D+F2+F3)+1.6(H1+H2) LlnStalic -10773.07 -1261.26 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStalic -21889.18 -1262.86 1.2D+1.6H1 LlnStatic -647.81 -921.14 Pile 6 (T) Pile 6 (T) Pile 5 (T) Pile 5 (T) Pile 5 (T) Pile 5 (T) Pile 5 (T) Pile 6 (T) Pile 6 (T) Pile 6 (T) Pile 5 (T) Pile 5 (T) Pile 6 (T) Pile 5 (T) Pile 5 (T) Pile 6 (T) Pile 5 (T) 1,2D+1.6H1 Llnstatic -36.98 -971.02 1,2D+1,6(H1+H2) - LlnStatic -11131.3 _-1327.6 1.4D LlnStatic -40062.68 1.64 1.4(D+F1) LlnStalic -49413.6 1.54 1.4(D+F1+F3) LlnStatic -49083.35 2.44 1.4(D+F2) LlnStatic .41622.69 2.3 1.4(D+F2+F3) LlnStatic -41192.14 3.2 1.4(D+F1+F2+F3) LlnStatic -50663.36" 2.6 1.2(D+F1)+1.6H1 LlnStalic -7655.65 -977.6 1.2(D+F1+F3)+1.6H1 LlnStatic -16972.16 -732.1 1.2(D+F2)+1.6H1 LlnStatic -791.75 -976.95 1.2(D+F2+F3)+1.6H1 LlnStatic -508.51 -976,18 1.2(D+F1+F2+F3)+1.6H1 LlnStatic -8532.41 .976.53 1.2(D+F1)+1.6(H1+H2) LlnStalic -19280.71 -1327.66 1.2(D+F1+F3)+1.6(H1+H2) LlnStalic -18997.46 -1327.09 1.2(D+F2)+1.6(H1+H2) LlnStalic -12516.81 -1327.21 1.2(D+F2+F3)+1.6(H1+H2) LlnStatic -12233.67 -1326.44 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStatic .20267.47 -1326.79 1.2D+1.6H1 LlnStatic 468.26 -977.26 1.2D+1.6(H1+H2) LlnStalic -11266.8 -1327.62 34.73 34.73 979A9 32.23 980.02 70.07 70.09 1821.06 17.47 1821.74 74.69 74.60 2028.71 6,66 2028.72 33.22 33.22 945.09 42.26 946.03 37.73 37.74 1162.16 30.45 1152.65 73.08 73.09 1994,31 16.69 1994.37 -7269.3 7327.63-122097.8 15705.45 123103,71 5453.09 5476.96-91005.49 11772.71 91763.81 -7300.89 '7368.77 --122849.1 16726.7 123851.65 -7297.03 7364,87-122671.6 15716.67 123674.32 -7266.73 7326.01-121949.8 16703.02 122966,74 -4773.53 4935.34 •79905.11 21374.02 82772.38 -4769.66 4931.46-79787,63 21363.89 82598.32 -4805.12 4965.61-80716.45 21395.26 83603,91 -4801.25 4061.62-80538.98 21385.14 53329.78 -4770.95 4932.71-79817.12 21372.49 82629,03 -7299.6 7367.49-122819.6 15718.1 123821.30 -38.12 -72.86 -76.6 -36.72 -40.47 -75.2 -8274.76 -6224.9 -8243,79 -8247 -8276.78 -6196.23 -5199.44 -6166.25 -5168.46 -5198.24 -8244.99 -5166.46 38,17 -627.4 4.98 627.42 72.88-1398.68 -35.61 1399,1$ 76.64 -1365.77 -51,04 1366.72 36.79 -59431 8.82 694.38 40.60-561.39 -6.71 561.43 76.25-1332,67 -47.2 1333.51 8332.31-136724.3 16316.05 137694.39'- 6267.80-102814.7 12216.12 103637.92 8301AB-136034.8 16354.05 137014.33 8304.57-136006.6 16340.74 136984.74 8334.19-136667.7 16306.03 137637.02 6363.21-85907.83 22203.09 88730.67 6366.13-85879.62 22189.78 88700,03 5333.04-85218.36 22241.09 88072.90 5336.96-86190.16 22227.78 88042.24 5364.89-85861.25 22193,07 88673.39 8302.70-136063.2 16360.76 137042.11 5334.28-85246.73 22237.8 88099.52 07/14/2008 03:48:44 PM Page 68 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Re 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Pile 7 (T) Re 7 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) He 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) Pile 9 (T) 1.4(D+F1) LlnStatic -65501.41 -63.88 40.85 67.61 1173.68 1213.43 1688.18 1.4(D+F1+F3) LinSlatic -69365.59 -58.17 42.72 72.17 1314.44 1310.46 1866.08 1.4(D+F2) LinStatic -44620.43 -24.1 2165 33.07 693.43 684.86 907.14 1.4(D+F2+F3) LlnSlatic -48384.6 -28.39 24.62 37.51 834.18 681.86 1077.40 1.4(D+F1+F2+F3) LlnStatic -69328.49 -57.25 41.88 70.93 1294.01 1298.12 1832.92 1.2(D+F1)+1.6H1 LlnStatic -84744.31 -1118.85 -6619.93 6713.81 -113439.2 19603.23 115120.64 1.2(D+F1+F3)+1.6H1 LlnStatic -80906.4 -864.36 -4954.59 6027.71 -84707.25 15045.6 86033.07 1.2(D+F2)+1.6H1 LlnStatic -66760.61 -1093.33 -6635.53 6725.00: I-113850.9 19064A6 115436,00 1.2(D+F2+F3)+1.6H1 LlnStalic -70072.76 -1097.01 -6633,92 6724.01 -113730.2 19147.6 115330.78 1.2(D+F1+F2+F3)+1.6H1 LlnSlallc _-88024.66: -1121.74 -6619.05 6713.43 -113336.1 19676.82 116031.30 1.2(D+F1)+1.6(H1+H2) LlnSlatic -76292.04 -1233.26 -4607.48 4673.15 -77098.92 21606.4 80069.22 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic -79604.19 -1236,94 -4605,88 4672.58 -76978,28 21689.66 79976.68 1.2(D+F2)+1.6(H1+H2) LlnStalic -68308.34 -1207.74 -4523.08 4681.55 -77510.57 21067.61 80322.68 1.2(D+F2+F3)+1.6(H1+H2) LlnSlatic -61620,49 -1211.41 -4521.48 4680.95 -77389.92 2115037 80228.14 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStalic -79572.39 -1236.16 -4506.6 4673.06 -76995.79 21678.99 79989.56 1.2D+1.6H1 LlnStatic -66702.4 -1094.12 -6634.81 6724.42 -113833.3 19075.01 116420.46 1.2D+1 6(H1+H2) LinStatic 58340.13 1208.53 4522 36 4681.06 77493 06 21078 18 80308 56 1.413 LinSlatic 1.4(D+F1) LinSlatic 1.4(D+F1+F3) LinSlatic 1.4(D+F2) LinSlatic 1.4(D+F2+ F3) LlnStatic 1.4(D+F1+F2+F3) LlnStallc 1.2(D+F1)+1.6FI1 LlnStatic 1.2(D+F1+F3)+1.6H1 LlnStatic 1.2(D+F2)+1.6H1 LinStatic 1.2(D+F2+F3)+1.6H1 LlnStatic 1.2(D+F1+F2+F3)+1.6H1 LlnStatic 1.2(D+F1)fl.6(H1+H2) LlnStatic 1.2(D+F1+F3)+1.6(H1+fi2) LlnSlalic 1.2(D+F2)+1.6(H1+H2) LlnStatic 1.2(D+F2+F3)+1,6(H1+H2) LlnStatic 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStalic 1.2D+1.6H1 LlnStellc -50448.36 27.71 19.56 33.92 645.96-594,57 877.94 -63116.89 76.82 24.6 80.66 778.03-172.9.65 1896.68 -67389.99 80.36 27.14 84.82 946.22-1810.47 2042.82 -61672.49 25.36 19.46 31.97 646.41-633.32 838.02 -55946.6 28.89 22 36.31 814,6-614.14 1020.17 -68614,12 78 27,04 82.65 946.67-1749.21 1988.95 -87994.78-1180.87-8013,92 8100.45-132083 19641.17 133520.66 -83184.44-866.16-6002.99 6065.16-98751.34 14215.96 99769.34 -78186.16-1224.98-8018.33 8111.36: 132195.8 20566.59 133786,06 -81849.68-1221.95-8016.15 8108.75-132051,6 20497.32 133632.97 -92707,561-1179.85-8011.83 8098,24-131938.4 19524.4 133375.22 -76067.09-1299.46-5106.28 5268.06-83993.22 21436.22 86685.48 -79730.6-1296.43-5103.11 6265.21-83849.06 21$66,94 86528.67 -66258.46-1343,57-5109.69 5283.38-84106.04 22461.64 87053.73 -69921.98-1340.54-5107.52 5280,51-83961.88 22392.37 86896.58 -80779.86-1298.44-6103,19 5266.79-83848.67 21419.46 86641.28 -77136.91-1222.96-8018.24 6110.07-132196.2 20514.09 133778.37 07/14/2008 03:48:44 PM Page 69 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 I 1 f 3, Pile 1(B) 1A(D+F1) LlnStatic 70393.461 5.1 84.66 84.81-1216.9 100,35 1220.03 Pile 1 (B) 1.4(D+F1+F3) LlnStatic 70166.37 4.66 89.86 80.96-1368,24 92.08 1371.40 Pile 1 (B) 1.4(D+F2) LlnStatic 53282.2 1.08 38.71 38.73-604.47 -26.11 604.99 Pile 1 (B) 1.4(D+F2+F3) LlnStatic 63045.1 0,63 43.92 43.92-756.81 -32.48 767,51 Pile 1 (B) 1.4(D+F1+F2+F3) LlnStatic 69883.68 4,58 88.76 88.88-1353.47 82.43 1365.98 Pile 1 (B) 1.2(D+F1)+1.6H1 LlnStatic 36016.66 824.32 6073.45 6129.14-109166.9 14687.42 110150.49 Pile 1 (B) 1.2(D+F1+F3)+1.6H1 LlnStatic 41893,61 618.95 4577.69 4619.34-82266.29 11030.76 83002.63 Pile 1 (B) 1,2(D+F2)+1.6H1 LlnStatic 21349.77 820,87 6034.07 6080.65-108642.8 14579.88 109616.76 Pile 1 (B) 1.2(D+F2+F3)+1,6H1 LlnStatic 21146.54 820.49 6038.63 6094.02-108773.4 14573.67 109746.33 Pile 1 (B) 1,2(D+F1+F2+F3)+1.6H1 LlnStatic 36679,61 823.87 6076.97 6132168.-109284.8 14672.06 110265.30: Pile 1 (B) 1.2(D+F1)+1.6(H1+H2) LlnStatic 43699.22 1119.36 4317.77 4460.50-77644.39 19906.6 80058.51 Pile 1 (13) 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic 43496 1118.98 4322.24 4464.74-77674.96 19899.29 80183.42 Pile 1 (B) 1.2(D+F2)+1.6(H1+H2) LlnStatic 20032,43 1115.92 4278.39 4421.63-77020.3 19798.07 79624.16 Pile 1 (B) 1.2(D+F2+F3)+1.6(H1+H2) LlnStatic 28820,21 1116.64 4282.86 4425.76-77160.88 19791.76 79649.05 Pile 1 (B) 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStatic 43262.27 1118.92 4321.29 4463,80-77662.3 19890.24 80168.91 Pile 1 (B) 1.2D+1.6H1 LlnStatic 21583.6 820.93 6035.02 6090.60-108665.5 14688.93 109630.51 Pile 1 (13) 1,2D+1.6(H1+H2) LlnStatic 29266.16 1116.98 4279.34 44,22:46-77032.97 19807.11 70638.67 Pile 2 (B) 1.4D - LlnStatic 55910.87 : 0.33 -23.44 23.44 103.47 -30 107.73 . Pile 2 (B) 1.4(D+F1) LlnStatic 70843.96 3.49 -41.44 41.59 259.47 '70.83 268.96 Pile 2 (B) 1.4(D+F1+F3) LlnStatic 70579.67 2:95 -43.3 43.40 183:78 61.91 193.95 Pile 2 (8) 1.4(D+F2) LlnStatic 66094.49 :0.29 ' -22.6 22.60 '94.67 -46.09 102:81 j Pile 2 (B) 1.4(D+F2+F3) LlnStatic 55830.12 -0.25 -24.46 24.46 18.97 =48.95 52.50 I Pile 2(B). -.- 1.4(D+F1+F2+F3) LlnStalic -70763,29 --2.91 -42.46 142.56 174.98 51-,87 182151..� Pile 2(B) 1.2(D+F1)+1.6H1 _: UnSlatic ' :33544.81 - 871.5 6619.82 6676.94-117153.1 15235.5 '118139,65( Pile 2 (B)': - 1.2(D+F1+F3)+1 6H1 GnStatic 240112.92 .::653.91 4954.39 499Z36 `-87874.13 11434.2 MUM 1 Pilo 2(B)-; 1.2(D+F2)+1.6H1 LlnStatic 20902.4 868.75 '.6635.97 ; 6692.59-117294.4 1514042 118267;53 Plle 2 (B)" -; 1.2(D+F2+F3)+1.6Hl, -.LlnStatic : _20676.87 868.29 6634.37 MOM -117359.3 15132.82 : 118330.90 PIle2(B).; +F 1.2(D+F12+F3)+1.6H1 LlnStatic 233475.66 -- 871 6618.94 6676.00-117225.6 15219.24 118209,38. Pile2(B) .;:. 1.2(D+F1)+1,6(H1+H2) UnSlatic 42321.46 1183.76 4,507.57 4660.41-7,9913.2 20654.65 82539.26 Pile 2(B) 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic `42094.92 .1183.29 4505.97 4668:75=79976.08 40646.95 82 600.18- 2 (B) 1.2(D+F2)+1.6(Ht+H2) 1lnStatic 29679.05 ' 1181 3,7 ,4521 4676.33-80054.46 20559.48 ; 82652 34 'Pilo Pile 2 (8) 1.2(D+F2+F3)+1.6(H1+H2) CanStalic 29452.62 1180 54 ' 4522.12 4673.68-80119.34 201551.87 82713.29 Pile2(0) 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStatic '422'52X 1183.26 4506.69 4659.44-79985.63 20638.3 8260533,� Pile 2 (B) - L2Dt1.6H1 LlnStatic 1.20745.02 668.79 6635.25 5891.89-117266:9 15149.07 118261.15 Pile2(B) 1.2D+1,6(H1+H2) LlnStatic ,29521.67 1,181.03 4523 4674.65-80046,92 2056813 82647.16 Pile 3 (B) 1,4D UnSlatic 68354.61 -0.24 -34.73 34.73 206.98 -40.49 210.90 Pile 3 (B) 1.4(D+F1) LlnStatic 71323,4 1,62 .70.07 70.09 672.45 37.07 673.71 Pile 3 (B) 1.4(D+F1+F3) LlnStatio 71031,35 0.96 -74.59 74.60 619.62 27.16 520.33 Pile 3 (B) 1.4(D+F2) LlnStatic 59010.39 -0.22 -33.22 33.22 189.81 -49.62 196.19 Pile 3 (B) 1.4(D+F2+F3) LlnStatic 687%34 -0.88 -37.73 37.74 136.99 -60.43 149.73 Pile 3(B) 1.4(D+F1+F2+F3) LinStelic 71687.13:- 0.09 -73.08 73.09 502.46 18,04 502.78 Pile 3(B) 1.2(D+F1)+1.6H1 LlnStatic 30084.71 922.74 7260.3 7327.63-126270.1 16621.42 127267.48 Pile 3(B) 1.2(D+F1+F3)+1,6H1 LlnStatic 38271.78 691.83 6433.09 5476.96.-94626.22 11864.94 05366.18 Pile 3 (B) 1.2(D+P2)+1,6H1 LlnStatic 20430.7 921.16 7300.89 7368.77-126598.1 16746.34 127673.63 Pile 3 (B) 1.2(D+F2+F3)+1.6H1 LlnStatic 20180.37 920.69 7297.03 7354.87-126643.4 15737.07 127617.421. Pile 3 (B) 1.2(D+F1+F2+F3)+1.6H1 LlnStatic 31296.47 922.19 7266.73 7326,01-126330.1 16804.33 127314.88 Pile 3(B) 1.2(D+F1)+1,6(H1+H2) LlnStatic 40898.21 1263.41 4773.63 4935.34-83130.47 21460.74 85853.42 Pile 3 (B) 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic 40647.8E 1262.84 4769.66 4931.46-83176.76 21441.48 85894.95 Pile 3 (B) 1.2(D+F2)+1.6(H1+H2) LlnStatic 30344.2 1251.83 4805.12 4966.61-83468.46 21375.66 86152.37 Pilo 3 (B) 1.2(D+F2+F3)+1.6(H1+H2) LlnStatic 30093.87 1261.26 4801.25 4961.62-83503.73 21366.4 86193.94 Pile 3(B) 1.2(D+F1+F2+F3)+1.6(H1+1-12) LlnStatic 41209.97 1262.86 4770.95 4932.71-83190.46 21433.66 8690724 Pile 3 (B) 1.2D+1.6H1 LlnStatc 19868.6 921.14 7299.6 7367.49-126583A 16764.16 127560.00 Pile 3 (B) 1.2D+1.6(H1+H2)_ LlnStatic 29782.1 1251.81 4803.83 4964.25-83443.74 21383.49 86140.07 _ 01164(B) _ 1.4D LlnStatic 60914.36 -1,37 -19.62 19,67 10,3 -59,97 60.85 Pile 4 (B) _ 1.4(D+Ft) LlnStatic `71842.08 - ' -1 03 -24.94 24.96 51.8 -6.88 52.25 Pile 4 (13) 1.4(D+Ft+F3) LlnStatic ,hK2.38 . 71.89 -27.5 27:50 -31:05 20:78 37.38 Pile 4 (8)' ` 1.4(D}F2) LlnStatic 62061.88 : -1.3 .-16.81 19.85 .11.37 -68 69 69.62 Pile 4 (B) : - 1.4(D+F2+F3) : LlnStatic -6174217 '. -2.16 -22.37 .-.22.47 771,48 -62.58 10.9.22 Pile 4(B) M(D4142+F3) "LlnStatic _ '72669.89 -1.83 -27.68 27,74 -29,98 -29.49 - 42.05 Pile4(B),... 1.2(D+Ft)tL6H1 - :-.LlnStatic i28346.4 .36380.5 ":. 977.3 8013.81 8073.18-136381.5 .16428.91 137367.43 Pile 4 (B) 1.2(D+Ft+F3)+1.6H1 -:LlnStatic - 732,02 6002.82 6047,29-402346 12308.3 103063:48 Pile 4,(B)-.: 1.2(D+F2)+1.6H1 ._-, - `.LlnStatic -19963.37 f-977.07 :8018.21 8077.52-1.3641-6.1 16375.94 137365.51,1 Pile 4(0) 1.2(D42+F3)+1,6H1 '.LlnStatic -19689.34 976.33 8016.01 8075.25-136487.1 16364.02 137464.61 Plle 4 (B) 1.2(D+F1+F2+F3)+1.6H1 LlnStatic .29055.95 976.62 8011.45 8070.76-138451.6 16406.53 137434.721 Pile 4 (8) 1.2(D+F1)+1.6(H1+H2) LlnStatic 39441,72 -:1327.89 5105.65 5275.51-87039.92 22281.25 89846.55 , Pile 4(8) > 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic 39167.69 1327.15 5103.46 5273.20-87110.94 22269.34 89912.401 Pile 4 (B) 1.2(D+F2)+1.6(H1+H2) :LlnStatic 31 158.69 - 1327 66 5110.06 5279.71-87074.57 22228.27 89866.99 1111 Pilo 4(B) 1.2(D+F2+F3)+1.6(H1+H2) LlnStatic 30784.66 1326.92 .6107786 5277.40-87145.69 22216.36 89932.87 Pile 4 (B) 1.2(D+F142+F3)+1.6(H1+H2) LlnStatic 40151.28 , 1327,2 6103.3 5273.06-87110.62 22261.87 89909.66 Pile 4 (B) 1.2D+1.6H1 : LlnStatic 18979.78 : 977.02 8018.37 8077.67-136417 16383.4 137397.31 Pile 4(B), _ 1.2D+1.6(H1+H2) LlnSiallo 36075.11 - 1327.6 '5110.21 61279.85-87075.49 #2235.74 8986&73� Pile 6 (B) MD - LinStalic 62153.69 -1.94 38.12 38.17-649.68 -70.1 653.45 Pile 5 (B) 1.4(D+Ft) LinStallo 71614.91 -1.64 72-.86 72.88-1042.06 -16.21 1042.18 Pile 5 (B) 1.4(D+F1+F3) LlnSlatic 71184.46 -2.44 76.6 76.64-1200.47 -30.8 1200.87 Pile 6 (B) 1.4(D+F2) LinStalic 63623.7 -2.3 36.72 3639-636.86 -85.78 641.62 Pile 6 (B) 1.4(D+F2+F3) LlnStatic 63293.25 -3.2 40.47 40.60 -79428-100,37 800.60 Pile 5 (B) 1.4(D+F1+F2+F3) LlnStatic 72654.46 ' -2,8 76.2 75.25-1186.65 -46.48 1187.66 Pile 6(B) 1.2(D+F1)+1.6H1 LlnStatic 26499.45 977.6 8274.76 $332.31-140480.3 16433.52 141438.26 Pile 6 (B) 1.2(D+Fi+F3)+1.6H1 LlnStatic 34916.97 732.1 6224.9 6267.80-105719.3 12309.16 106433.60 Pile 6 (B) 1L2(D+F2)+1.6H1 LlnStatic 19735.65 976.95 8243.79 8301.48-140132.2 16373.9 141085.52 Pile 6 (B) 1.2(D+F2+F3)+1.6H1 LlnStatic 19462.31 976.18 8247 8304.57-140267.9 16361.39 141218.94 Pile 6 (B) 1.2(D+F1+F2+F3)+1,6H1 LinStelic 27476.21 976.53 8276.78 - :8334,19-140604.3 16407.68 141658.36' Pile 5 (B) 1.2(0+F1)+1.6(H1+H2) LlnStatic 38224.61 1327.86 5196.23 5363.21-88165.77 22280.19 - 90937.40 Pile 6 (B) 1.2(D+F1+F3)+1.6(Hl+H2) LlnSlallc 37941.27 1327.09 5199.44 6366.13-88301.66 22207.68 91065.99 Pile 6(B) 1.2(D+F2)+1.6(H1+H2) LlnStatic 31460.61 1327.21 6165.26 5333.04-87817.6 22220.56 90585+23 Pile 5 (B) 1,2(D+F2+F3)+1.6(H1+H2) LlnStatic 31177.37 1326.44 6168.46 5335.96-87963.39 22208.05 90713.82 Pile 6 (B) 1.2(1)+F1+F2+F3)+1.6(H1+H2) LlnStatic 39201.27 1326.79 5198.24 6364.89-88289.71 22264.24 91051.22 Pile 6 (B) 1.2D+1.6H1 LlnStatic 18476.65 977.26 8244.99 8302.70-140144 16387.34 141098.85 Pile 6 (8) 1.2D+1.6(H1+H2) LlnStatic 30200.61 1327.52 6166.46 5334.28-87829.46 22234 90600.02 07/14/2008 03:48:44 PM Page 70 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Pile 7 (B) 1.4(D+F1) LlnSlallc 88482.16 53.88 -40.85 67.61 249.26 663.34 708.62 Pile 7 (B) 1.4(D+F1+F3) LlnStatic 92346,34 68.17 -42.72 72.17 173.63 715.78 736.64 Pile 7 (B) 1.4(D+F2) LlnStatic 67601.18 24.1 -22.65 33.07 95.59 254.78 272.12 PIIe 7 (B) 1.4(D+F2+F3) LlnStatic 71365.35 28.39 -24.62 37.51 19.97 307.21 307.86 Pile 7 (B) 1.4(D+F1+F2+F3) LlnStalic 92309.24 67.25 -41.88 70.93 164.76 696.04 715.27 Pile 7(B) 1.2(D+F1)+1.6H1 LlnStatic 104442.1 1118.85 6619.93 6713.81-117165 19370.16 118745.60 Pile 7 (B) 1.2(D+F1+F3)+1.6H1 LlnSlalic 100604.2 854.36 4054.69 5027.71-87877.65 14714.71 89101.09 Pile 7 (B) 1.2(D+F2)+1.6H1 LlnStatic 86458,39 1093.33 6635.63 6725.00: --117286.7 19019.97 118818.88 Pile 7 (B) 1.2(D+F2+F3)+1.6H1 LlnStatic 89770.64 1097.01 6633.92 6724.01-117351.5 19064.91 '118890.07- Pile 7 (B) 1.2(D+F1+F2+F3)+1.6H1 LlnStallc 10772Z5 ( 1.121.74 6619.05 6713.43-117227.4 19398.19 118821.52 Pile 7 (B) 1.2(D+F1)+1.6(H1+H2) LlnStatic 95989,82 1233.26 4507.48 4673.16-79911.73 21362.09 82715.16 Pile 7 (B) 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic 99301.97 1236.94 4505.88 4672.68-79976.55 21397.03 82789.38 He 7 (B) 1.2(D+F2)+1.6(H1+H2) LlnSlatic 78006.12 1207.74 4523.08 4681.65-80043.44 21001.89 82762.83 Pile 7 (B) 1.2(D+F2+F3)+1.6(H1+H2) LlnStatic 81318.27 1211.41 4621.48 4680.95-80108.26 21046.83 82826.91 Pile 7 (B) 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnStatic 99270.18 1236.15 4506.6 4673.06-79984.15 21380.11 82792.35 Pile 7 (B) 1.2D+1.6H1 LlnStalic 86490.19 1094.12 6634.81 6724.42-117279.1 19036.88 118814.10 Pile 7 (B) 1.2D+1.6(H1+H2) LlnStatic 78037.92 1208.53 4522.36 4681.06-80036.84 21018.81 82749.78 Pile BY(B) 1'.2(D+F2)+1.6H1 Li05tatic- 95060.52 1184.43, 730041-.i 7395.87.-126589.8 20126.93 128179.81� ' Pile 8 (B) " 1 2(D+F2+F3)+1.6H1 LinSlatic- . 99244.48 1186.93: 7296.54 '- ,7392.30' ';-126635 ;20147.87 128227.81 - Pile 8,jB) +F 1.2(D+F12+F3)+1 6H1 LinStalic. : 118494.2 1180.06.: 7267.08 7362.27 `-126336.2 20122.66 ' 127628.66 PIIe8',(B) 1.2(D+F1)+1.6(H1+H2) 6mStatio' 103909:5 AV9.68 4773.42 1 4941.95-83128.66 21887.61 85961.76,� Pile 8 (B)" ' 1.2(D+F1+F3)+1.6(H1+H2) -, ' LlnStalic" 108093:5 1281,18; 4769,55 4938.63-83173.83 21908.55 86010,8771 PIIe 8"(B) 1.2(D+F2)+1.6(H1+H2) Eksfallc. 849217.75 . 1286.14'. 4804.18 4973 36 '-83442.37 21911.82 66271,41 -) Pile B (B) 1.2(D+F2+F3)+1.6(H1+H2) LinStatle. 89111,79 1287.74, '4800.31 4970 04-83487.64 21932.76 86320,62:� PIIe 8 (B) 1.2(D+F1+F2+F3)+1.6(H14 H2) LinStallo 108361:5' 1281.77 4770.85 4940 03 '-83188.77 21907.57 86025,07 Pile B:(B) 1.2D+1.6H1 - Lin,Slallc 94792.65 1183 84 7298.1 739q 48 .-126574.8, 20127.92 128105:20{ Pile 8.(B) .213+1.6(H1+1-12) LInS(alic'. 64659.78 ,1285 55 : 4802.87, 4971,04-83427.43. 21912.8, 86267 21 (( Pile 9 (B) 1.4D LinStalto 72549.47 -27.71 -19.56 33.92 9.32-333.71 333.84 Pile 9 (B) 1.4(D+F1) LlnStatic 85216.99 -76.82 -24.6 80.66 46.19-843.84 846,10 Pile 9 (B) 1.4(D+F1+F3) LlnStalle 89491.09 -80.36 -27.14 84.82 -36.98-881.51 882.29 Pile 9 (B) 1.4(D+F2) LlnStatic 73773.6 -26.36 -19,46 31.97 5.68-316.14 316.19 Pile 9 (B) 1.4(D+F2+F3) LlnStalic 78047.7 -28.89 -22 36.31 -77.59 -353.8 362.21 Pile 9 (B) 1.4(D+F1+F2+F3) LlnStatle 90715.23 -78 -27.04 82.65 -40.72-863.94 864.90 Pile 9 (B) 1.2(D+F1)+1.6H1 LlnStatic 106938.6 1180.87 8013.92 8100,45-136383.3 20017.84 137844.64 Pile 9 (B) 1.2(D+F1+F3)+1.6H1 LlnStatic 102128.2 866.16 6002.09 6065.16-102348.9 14800.27 103413.43 PIIe 9 (B) 1.2(D+F2)+1.6H1 LlnStatle 97129.97 1224.98 8018.33 8111,36 -.-130418.1 20470.15 137945.38 Pile 9 (B) 1.2(D+F2+F3)+1.6H1 LinStatic 100793.5 1221.96 8016.15 8108.75-136489.4 20437.87 ' 13801.1.10( Pile 9(B) 1.2(D+F1+F2+F3)+1.6H1 LlnStalic 111651.4': 1179.85 8011,83 8098.24-136457.8 20000.61 137916.75 Pile 9(B) 1.2(D+F1)+1.6(H1+H2) LlnStalic 96010.89 1299.46 5106.28 6268.06-87033.8 22095.62 89794.76 Pile 9(B) 1.2(D+F1+F3)+1.6(H1+H2) LlnStatic 98674.41 1296.43 6103.11 6266.21-87105.09 22063.34 89865.93 Pile 9 (B) 1.2(D+F2)+1.6(H1+H2) LlnStalic 86202.27 1343.67 6109.69 5283.38-87068.62 22647.94 89940.84 Pile 9 (B) 1.2(D+F2+F3)+1.6(H1+H2) LlnStalic 88866.79 1340.54 5107.62 5280.61-87139.9 22615.65 90001.76 Pile 9 (B) 1.2(D+F1+F2+F3)+1.6(H1+H2) LlnSlallc 99723.66 1298.44 5103.19 6265.79-87108.3 22078.4 80862.74 Pile 9 (B) 1.2D+1.6H1 LlnStallc 06080.71 1222.96 8018.24 8110.97-136414.9 20465.09 137939.07 07/14/2008 03:48:44 PM Page 71 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 DESIGNER: CJB Caisson * Grade Beam Supported JOB #08-0472 Swimming Pool Flexural Design of Caissons P„ := 99173.431b maximum ultimate factored vertical load at top of caisson from SAP2000 analysis V„ := 8346.351b maximum ultimate factored shear at top of caisson from SAP2000 analysis M,, := 137840.16lb•ft maximum ultimate factored moment at top of caisson from SAP2000 analysis Set Lateral Force equal to Passive Resistance and solve for necessary depth of fixity in competent soil 1.6Pp• c , dp2 2 V„ Vl, = 1.6P PC dp = 5.107 ft Depth to maximum moment To obtain Max Bending Moment on Caisson we sum moments about the point determined above: 3 M„ := M„ + V11 dp - 1.6• Ph (� dh M„ = 166.257•kip•ft Factored Ultimate Max. Moment P„ := P„ + 1.2.6,- dp•0.25.7r•c�c2 P„ = 102,061 -kip Factored Ultimate Vertical Load at max. moment See CSI Column Calculation Sheets (following) for Concrete Design of Caissons CONCRETE = "24in. DIA CAISSON, fc = 3,000psi DESIGN STRENGTH, BELLED TO 3'-0" @ BOTTOM" VERTICAL BARS := "(6) #8 VERTICAL BARS EXTENDING TO TOP OF PILE" Horizontal Spiral Tie Keciuirements : fe = 3000psi compressive strength of pile concrete S := 6in spacing of horizontal ties BarSizev := 8 size of vertical bars BarSizet, := 4 size of horizontal ties dbb = 0.5•in diameter of horizontal ties db,, = 1-in diameter of vertical bars fy = 60000•psi yield strength of vertical bars d,:= (§o - 2•(clr,) d, = 18•in diameter of concrete core measured out -to -out of spiral reinforcing ties Ac := 4 •dC2 A, = 254•in2 area of concrete core measured out -to -out of spiral reinforcing ties lsp := w dc isp = 56.549•in length of one turn of the spiral Asp := 0.257r•dbi,2 Asp = 0.196•in2 cross sectional area of horizontal tie Asp• lsp Ps := A S Ps = 0.007 volumetric ratio of spiral tie reinforcing provided c f Ps -min 0.12f Ps_min - 0.006 min. volumetric ratio of spiral reinforcement (ACI 318 Section 21.4.4) y Ps min = 0.006 < ps = 0.007 Ties = "OK" Spirai_Ties = "USE #4 SPIRAL TIES @ 6in. 07/14/2008 03:48:44 PM Page 72 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Project Information Project - The Tides Project - Lot 23 Job No 08-0472 Company Teserra Designer CJB Remarks flexural design of caisson Software CSICOL (Version: 8.3 (Rev. 2)) File Name W:\Projects\2008\0472-08 Caisson Pool \caisson design Working Units US (in, kip, k-ft, ksi) Design Code ACI-318-02 Column:Caisson Basic Design Parameters Caption = Caisson Default Concrete Strength, Fc = 3.00 ksi Default Concrete Modulus, Ec = 3200.00 ksi Maximum Concrete Strain = 0.003 in/in Rebar Set = ASTM Default Rebar Yeild Strength, Fy = 60.00 ksi Default Rebar Modulus, Es = 29000.00 ksi Default Cover to Rebars = 4.000 in Maximum Steel Strain = Infinity Transverse Rebar Type = Spiral Total Shapes in Section = 1 Consider Slenderness = No W.1Projects1200810472-08 Caisson PooAcaisson design.CDB Page 1 07/14/2008 03:48:44 PM W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf Page 73 of 77 ©Pool Engineering, Inc. 2008 L . 24, a _. 12 ba I I i 1 2.00b I I I YI I i I I i I I, loll : f v I `1 0 ' 5 Y I.. {, I I I � � � , I ij, I ' L Section Diagram Cross-section Shapes Shape Width Height Conc Fc S/S Curve in in ksi Circle 24.000 24.000 3.000 ACI-Whitney Rectangular Rebar Properties Sr.No Designation Area inA2 1 #8 0.79 2 #8 0.79 3 #8 0.79 4 #8 0.79 5 #8 0.79 6 #8 0.79 7 #8 0.79 8 #8 0.79 8-#8 Total Area = 6.32 Steel Ratio = 1.40 Basic Section Properties: Rebars 8-#8 Cord-X Cord-Y Fy S/S Curve in in ksi 20.000 12.000 60.00 Elasto-Plastic 17.657 17.657 60.00 Elasto-Plastic 12.000 20.000 60.00 Elasto-Plastic 6.343 17.667 60.00 Elasto-Plastic 4.000 12.000 60.00 Elasto-Plastic 6.343 6.343 60.00 Elasto-Plastic 12.000 4.000 60.00 Elasto-Plastic 17.657 6.343 60.00 Elasto-Plastic inA2 IN Total Width = 24.00 in Total Height = 24.00 in Center, Xo = 0.00 in Center, Yo = 0.00 in WlProjecfs1200810472-08 Caisson PooAcaisson design.CDB Page 2 07/14/2008 03:48:44 PM W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf Page 74 of 77 ©Pool Engineering, Inc. 2008 ----X=bar-(Right) - _ 1200 - in X-bar (Left) 12.00 in - -- - =Y=bar=(Top) -- _--_- __ _ - - - - _�12.00 . ---- - in-. ------- Y-bar (Bot) = 12.00 in Transformed Properties: Base Materail = fc' = 3.0 ksi Area, A = 452.39 inA2 Inertia, Ixx = 1.63E+04 inA4 Inertia, lyy = 1.63E+04 inA4 Inertia, Ixy = 0.00E+00 inA4 Radius, rx = 6.00 in Radius, ry = 6.00 in Final Design Loads Sr.No Combination Load Pu kip 1 Combinationl 102.06 2 Combination2 102.06 Result Summary Sr.No Combination Pu (kip) 1 Combination1 102.06 2 Combination2 102.06 Mux-Bot Muy-Bot k-ft k-ft 166.26 0.00 0.00 166.26 Cap. Ratio-Bot Cap. Ratio - Top 0.649 0.649 0.649 0.649 Mux-Top Muy-Top k-ft k-ft 166.26 0.00 0.00 166.26 Remarks Capacity OK Capacity OK W.•IProjects1200810472-08 Caisson Poollcaisson design. CDB Page 3 07/14/2008 03:48:44 PM W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf Page 75 of 77 ©Pool Engineering, Inc. 2008 W.•IProjects1200810472-08 Calsson Poollcaisson design. CDB Page 4 07/14/2008 03:48:44 PM Page 76 of 77 W:\Projects\2008\0472-08 Caisson Pool\Final Report.pdf ©Pool Engineering, Inc. 2008 Load -Moment Interaction 0 E COUNTY OF () WE APPROVED set of plans & "SpooelcrAiOng MU";t it 15 kept oil 0W iot) at all ttrnos 4-Ancl '4 ally Changes or U!) W ful to I-IjakL a without written R: i C c� ons ,-' same from f"!anning & Development o(jing & DeveloPment eel:; C o 1, n t V Orange. this plan spelcifications NOT be hold to POrrnit or be, an ; )pp"'Oval Of the violation of any r , p r e v ns. 0 f any County ordinance or CHI TRAM ds120.0Wo47.2:08, Caisson PooA9ajsqoQ_des1g6,CDB Page 5 07/14/20080:48:44. PM. Page 77 of 77 6 WAProjects\2000, IP on, 6 I\Flrial Report.pof ©Pool Engineering, Inc. 2008