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Specifications Stz ocLIc pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 APR - 9 2919 inc. Fax:(714) 630-6114 Phone: (714) 630-6100 CI";'`' CA' BUILDING DIVISION STRUCTURAL CALCULATIONS OFFICE COPY FOR STANDARD POOL STRUCTURAL PLAN For Use Only Ccs: F 1 8900 Sw Oak St / t�j,i 's Seal Tigard, OR 97').4,W)co4GlN:FR s/O ��` ► 84196' 1; ta:OREGON eiz. LEE SPG lENOWIRCui2dalaMalid only when accompanying(2)copies of the Pool Engineering, Inc.Standard Pool Structural Plan with original wet seal and signature in red ink. PREPARED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE CONCRETE = 2,500psi REINFORCING f, = 40,000psi (Grade 40) W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering, Inc.2017,Page 1 of 47 pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL GENERAL METHODOLOGY CAL CULA TIONS The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1j.pdf 03/27/2017 10:31:10 AM ©Pool Engineering, Inc.2017,Page 3 of 47 6 ism pool Ron Lacher,R.C.E. STANDARD POOL WALL AAA engineering 1201Tustin Ave. b-3- 9 g Annaaheim,,CCaalifornia 92807 CALCULATION METHODOLOGY SE inc. Fax:(714)630-6114 Phone:(714)630-6100 m m 41 co n 5) n Tn LT) n O O EO 0 N _O En \ -III-111-111411- • \ \ I_I11=111=1 1 a =DTIII 2 < -I I IA0 m kill%I111 3in a' =1 cc o 4 m 5 \- > > 6 11111 2 WATER LINE= 8 I ) - VS` VERTICAL STEEL. -111 • 2 ,/2 Ts H2 > 11 HORIZONTAL STEEL. IP0 I I'll U -\ 2si: x !W12 N aO> 13 o V n t-\)". N 14 O x V 15 ) \ - _____ O \ \ OA— — 1.60A \ e- 17 ) 78 1> _ K 19 © > 2;_ 0 --- 21 O m > 171 22 \ (0 'II-III— 1 ' LOAD DIAGRAM DUE TO EARTH PRESSURE '1'1111-111= m m '—Ill--III— - "1-111 `-° NET MOM = OTMM SpL — R 5 P DETERMINE OTM AND V DUE TO y o OTMA= (1/2 7s H22)(H2/3) = 1/6 ys H3 -o VA— 1/2 Ts Hz v no co . o_ -I r ENE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE MOMENTS Al ?w, A2 ?w, y�r A3 iwa A4 A5 ?w, A6 ?we A7 ?w, A8 Tw, • As (yq�,-, A10 A11 Al2 ►� A13 • r w„ A14 w,, A15 ► ?w,r 416 Determine RM about point A: A cAnLOAD DIAGRAM DUE RMA=W1A1+W2A2+...WnA, w A TO EARTH PRESSURE Point A can be any point on inside of pool wall. W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 5 of 47 pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714)630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. TABLE A -NON-EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. = 2500 psi Design concrete strength (nc= 150 pcf fca„ =0.45f = 1125 psi Permissible service load flexural stress u„ = 1.1j = 55.0 psi Permissible service load shear stress Ec= 57000.K = 2850000 psi Modulus of elasticity for concrete fy= 40000 psi Yield stress of reinforcement fsaii= 20000 psi Permissible tensile stress of reinforcement E5= 2.9E+07 psi Modulus of elasticity of reinforcement 7s= 30 pcf Design soil equivalent fluid pressure n= Es/Es= 10.18 b= 12 in cover= 3 in Concrete coverage(clearance to earth) H = 8.5 ft Try wall thickness t= 6.0 in at a depth of H2= 6.5 ft Try vertical steel= #3 @ 6" D5= 0.375 in As= 0.221 in` d =t-cover-(D5/2) = 2.81 in OTMsoi, = 1 6 YS H23 = 1373 ft-lb Overturning moment due to earth pressure MR= -647 ft-lb Resisting moment due to weight of pool wall. MT= OTMsoiL+ MR= 726 ft-lb SEE POOL WALL SUMMARY VT =VSOIL = Y5 Hz = 634 lb Shear due to earth pressure W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 6 of 47 NEE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. TABLE A -NON-EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. _ A P bd 0.006 k= /(pn)2+2pn-pn = 0.284 j =1-3 = 0.905 fs= MT = 13154.2 psi < 20000 psi OK A j d fc= jkbd2 513.9 psi < 1125 psi OK u bd 15.9 psi < 55.0 psi OK W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 7 of 47 NNE pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL SWIMMING POOL CALCULATIONS RESISTING MOMENT METHODOLOGY The followingpages demonstrate the basic calculations which are summarized p9 in the Resisting Moment Tables. W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 8 of 47 • REQ pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY TABLE A-NON-EXPANSIVE SOIL WALL LOADED BY EARTH PRESSURE A,= 0.500 5 O 1 500 W,= 75.00 lb M,= -112.50 ft-lb A,= 0.375 ft' Q 1.389 W,= 5625 lb C,; Ma= -78.12 ft-Ib t A,= 0.250 ft © 1.250 W,= 37.501b M,= -46.87 ft-lb A,= 3.25 lb50 1.250 A,,= 0 37.50 M,= -46.87 ft-lb A,= 0.250 ft' O 1250 Ws= 37.50 lb Ms= -46.87 ft-lb A,= 0.250 @' © 1.250 W,= 37.50 lb Ii. Me= -46.87 ft-lb A'= 0.250 ft, 1.250 W,= 37.50 lb M,= -46.87 ft-lb A,= 0.250 ft' O 1242 A,= 37.56 lb M,= -46.65 ft-lb Aa= 0.253 ft' Q Wo= 058 lbMe M -44.60 ft-lb A,a= 0.258 ft' to Wtu= 38.63 lb M,,= -42.35 ft-lb A„= 0.265 re 1 IN W„= 39.80 lb M„= -37.66 ft-lb 0.276 ft' 12 0. W,,' 41.46 lb M„= -30.58 ft-lb A,,= 0.292 ft' 13 0.461 0/13= 43.75 lb �� M,,= -20.26 ft-lb A • RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+Mio+M>>+M12+Mi3= -647.09 ft-lb W:\Details\Release\Cabs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 9 of 47 mum pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL POOL WALL ANALYSIS SUMMARY TABLES The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 10 of 47 NNE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE A -NON-EXPANSIVE SOIL ism. 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft H1 H2 t d SOIL SOIL Sec OTM MR MT V Vertical As Ds ft. ft. in. in. Steel int in. p k fs fsaii fc fcaii v vain ft-lb ft-lb ft-lb lb psi psi psi psi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.0 0.0 55.0 2 0.5 1.0 6.0 2.81 5 -59 -54 15#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 3 1.0 1.5 6.0 2.81 17 -69 -52 34#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 4 1.5 2.0 6.0 2.81 40 -78 -38 60#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0 -46.0 1125.0 1.8 55.0 5 2.0 2.5 6.0 2.81 78 -88 -9 94#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -391.8 20000.0 -11.3 1125.0 2.8 55.0 6 2.5 3.0 6.0 2.81 135 -97 38 135#3 @ 12" 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 7 3.0 3.5 6.0 2.81 214 -106 108 184#3 @ 12" 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 8 3.5 4.0 6.0 2.81 320 -124 196 240#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8180.0 20000.0 235.9 1125.0 7.1 55.0 9 4.0 4.5 6.0 2.81 456 -162 294 304#3 @ 12" 0.110 0.375 0.003 0.227 0.924 12277.3 20000.0 354.1 1125.0 9.0 55.0 10 4.5 5.0 6.0 2.81 625 -225 400 375#3 @ 6" 0.221 0.375 0.007 0.304 0.899 8589.2 20000.0 369.4 1125.0 11.1 55.0 11 5.0 5.5 6.0 2.81 832 -321 511 454#3 @ 6" 0.221 0.375 0.007 0.304 0.899 10984.3 20000.0 472.4 1125.0 13.4 55.0 12 5.5 6.0 6.0 2.81 1080 -457 623 540#3 @ 6" 0.221 0.375 0.007 0.304 0.899 13390.0 20000.0 575.8 1125.0 16.0 55.0 13 6.0 6.5 6.5 3.31 1373 -647 726 634#3 @ 6" 0.221 0.375 0.006 0.284 0.905 13154.2 20000.0 513.9 1125.0 15.9 55.0 14 6.5 7.0 6.5 3.31 1715 -914 801 735#3 @ 6" 0.221 0.375 0.006 0.284 0.905 14506.2 20000.0 566.8 1125.0 18.5 55.0 15 7.0 7.5 6.5 3.31 2109 -1299 810 844#3 @ 6" 0.221 0.375 0.006 0.284 0.905 14673.9 20000.0 573.3 1125.0 21.2 55.0 16 7.5 8.0 6.5 3.31 2560 -1904 656 960#3 @ 6" 0.221 0.375 0.006 0.284 0.905 11881.3 20000.0 464.2 1125.0 24.2 55.0 17 8.0 8.5 6.5 3.31 3071 -3818 -748 1084#3 @ 6" 0.221 0.375 0.006 0.284 0.905 -13543.2 20000.0 -529.1 1125.0 27.3 55.0 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 11 of 47 NEE pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE A -NON-EXPANSIVE SOIL YsoIL 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2-► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 37.90 38.63 39.80 41.46 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.6 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.27 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.03 -124.27 9 4.5 37.9 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34 0.28 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 10.52 -161.85 10 5.0 38.6 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.47 0.41 0.33 54.77 34.83 18.01 18.01 18.01 18.01 18.01 17.74 15.42 12.62 -225.44 11 5.5 39.8 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.66 0.59 0.51 0.36 68.81 45.36 25.03 25.03 25.03 25.03 25.03 24.77 22.51 19.85 14.47 -320.90 12 6.0 41.5 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.91 0.85 0.77 0.62 0.41 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.25 32.08 29.60 24.52 16.89 ... -457.11 13 6.5 43.8 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.24 1.18 1.10 0.95 0.74 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.65 44.60 42.35 37.66 30.58 ... -647.09 14 7.0 50.0 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.67 1.61 1.53 1.38 1.17 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.77 60.87 58.94 54.74 48.38 ... -914.34 15 7.5 56.7 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.24 2.18 2.10 1.95 1.74 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 82.50 80.98 77.46 72.04 ... -1299.46 16 8.0 67.6 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.06 3.00 2.92 2.77 2.56 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.02 113.60 112.68 110.12 106.07 ... -1904.23 17 8.5 226.3 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.24 5.18 5.10 4.95 4.74 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.87 196.21 196.88 196.87 196.44 ... -3818.13 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 12 of 47 NEE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE A -NON-EXPANSIVE SOIL Yson. 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section ---► 13 14 15 16 17 RM H2-►iv 6.5 7.0 7.5 8.0 8.5 Weight 43.75 50.00 56.66 67.62 226.29 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.6 -124.27 9 4.5 37.9 -161.85 10 5.0 38.6 -225.44 11 5.5 39.8 -320.90 12 6.0 41.5 -457.11 13 6.5 43.8 0.46 20.26 -647.09 14 7.0 50.0 0.89 0.56 39.04 27.77 -914.34 15 7.5 56.7 1.46 1.13 0.67 ... 64.01 56.31 38.20 -1299.46 16 8.0 67.6 2.28 1.95 1.49 0.88 99.91 97.33 84.69 59.49 -1904.23 17 8.5 226.3 4.46 4.13 3.67 3.06 1.41 195.26 206.30 208.18 206.86 318.25 -3818.13 W:\Details\Release\Calcs IBC\100-IBC 2015[VI.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 13 of 47 Ems pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE B -EXPANSIVE SOIL YsoiL 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft H1 H2 t d SOIL Vertical As Ds SOIL Sec OTM MR MT Vz fs fsa fc fceii V Veil ft. ft. in. in. Steel in in• p k j ft-lb ft-lb ft-lb lb psi psi psi psi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -37 6#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -472.1 20000.0 -7.3 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 8 -59 -52 23#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 0.7 55.0 3 1.0 1.5 6.0 2.81 25 -69 -43 51 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1815.3 20000.0 -52.4 1125.0 1.5 55.0 4 1.5 2.0 6.0 2.81 60 -78 -18 90#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -757.5 20000.0 -21.8 1125.0 2.7 55.0 5 2.0 2.5 6.0 2.81 117 -88 30 141 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 1240.7 20000.0 35.8 1125.0 4.2 55.0 6 2.5 3.0 6.0 2.81 203 -97 106 203#3 @ 12" 0.110 0.375 0.003 0.227 0.924 4414.3 20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 2.81 322 -106 215 276#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8998.3 20000.0 259.6 1125.0 8.2 55.0 8 3.5 4.0 6.5 3.31 480 -125 355 360#3 @ 12" 0.110 0.375 0.003 0.211 0.930 12525.5 20000.0 329.6 1125.0 9.1 55.0 9 4.0 4.5 7.5 4.31 683 -166 518 456#3 @ 12" 0.110 0.375 0.002 0.188 0.937 13914.1 20000.0 316.2 1125.0 8.8 55.0 10 4.5 5.0 7.5 4.31 938 -236 701 563#3 @ 6" 0.221 0.375 0.004 0.254 0.915 9651.7 20000.0 323.8 1125.0 10.9 55.0 11 5.0 5.5 7.5 4.31 1248 -342 906 681 #3 @ 6" 0.221 0.375 0.004 0.254 0;915 12472.6 20000.0 418.4 1125.0 13.2 55.0 12 5.5 6.0 8.5 5.31 1620 -493 1127 810#3 @ 6" 0.221 0.375 0.003 0.233 0.922 12495.2 20000.0 372.2 1125.0 12.7 55.0 13 6.0 6.5 8.5 5.31 2060 -709 1350 951 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 14968.5 20000.0 445.9 1125.0 14.9 55.0 14 6.5 7.0 9.5 6.31 2573 -1016 1557 1103#3 @ 6" 0.221 0.375 0.003 0.216 0.928 14433.6 20000.0 390.2 1125.0 14.6 55.0 15 7.0 7.5 10.0 6.81 3164 -1466 1698 1266#3 @ 6" 0.221 0.375 0.003 0.209 0.930 14551.2 20000.0 377.0 1125.0 15.5 55.0 16 7.5 8.0 10.0 6.81 3840 -2192 1648 1440#3 @ 6" 0.221 0.375 0.003 0.209 0.930 14124.7 20000.0 365.9 1125.0 17.6 55.0 17 8.0 8.5 10.0 6.81 4606 -4661 -55 1626#3 @ 6" 0.221 0.375 0.003 0.209 0.930 -470.5 20000.0 -12.2 1125.0 19.9 55.0 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 14 of 47 • pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE B -EXPANSIVE SOIL )'SOIL 45 pcf I I H 8.5 ft I I RBB 0.0 ft I I R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2-i 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 38.96 43.26 48.08 49.69 52.53 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 39.0 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.77 -125.01 9 4.5 43.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.31 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.73 13.56 -165.74 10 5.0 48.1 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.44 0.39 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.77 19.15 18.73 -236.31 11 5.5 49.7 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.63 0.58 0.43 68.81 45.36 25.03 25.03 25.03 25.03 25.03 26.06 27.24 27.73 21.34 -341.68 12 6.0 52.5 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.88 0.83 0.68 0.48 87.74 59.56 34.50 34.50 34.50 34.50 34.50 35.89 38.16 39.87 33.89 25.24 ... -492.83 13 6.5 60.4 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.21 1.16 1.01 0.81 112.50 78.12 46.87 46.87 46.87 46.87 46.87 48.75 52.44 55.74 50.29 42.59 ... -709.40 14 7.0 66.1 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.64 1.59 1.44 1.24 144.70 102.27 62.97 62.97 62.97 62.97 62.97 65.48 71.01 76.39 71.62 65.14 ... -1015.94 15 7.5 77.8 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.21 2.16 2.01 1.81 187.50 134.37 84.37 84.37 84.37 84.37 84.37 87.71 95.70 103.83 99.98 95.12 ... -1466.19 16 8.0 97.6 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.03 2.98 2.83 2.63 249.04 180.53 115.15 115.15 115.15 115.15 115.15 119.68 131.20 143.28 140.74 138.22 ... -2191.89 17 8.5 388.7 5.50 5.39 5.25 5.25. 5.25 5.25 5.25 5.25 5.21 5.16 5.01 4.81 412.50 303.13 196.88 196.88 196.88 196.88 196.88 204.60 225.47 248.08 249.03 252.71 ... -4660.84 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 15 of 47 NMI pool 1201 N. Tustin Avenue een engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE B - EXPANSIVE SOIL YSo/L 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section - 13 14 15 16 17 RM H26.5 7.0 7.5 8.0 8.5 Weight 60.44 66.10 77.82 97.59 388.75 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 39.0 -125.01 9 4.5 43.3 -165.74 10 5.0 48.1 -236.31 11 5.5 49.7 -341.68 12 6.0 52.5 -492.83 13 6.5 60.4 0.57 34.59 -709.40 14 7.0 66.1 1.00 0.66 60.53 43.93 -1015.94 15 7.5 77.8 1.57 1.24 0.81 ... 95.03 81.66 63.42 -1466.19 16 8.0 97.6 2.39 2.06 1.64 1.08 144.63 135.89 127.27 105.67 -2191.89 17 8.5 388.7 4.57 4.24 3.81 3.26 1.57 .,. 276.36 279.94 296.88 318.36 609.41 -4660.84 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 16 of 47 ins pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE C-HIGHLY EXPANSIVE SOIL OR NO DECK YsoIL 62 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft SOIL Sec H1 H2 t d Vertical As Ds SOIL ft. ft. in. in. p k ] fs fsaii fc fcaii v n. OTM MR MT V Steeln2 ft-lb ft-lb ft-lb lbpsi psi psi psi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -36 8#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -467.4 20000.0 -7.2 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 10 -59 -49 31 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2046.8 20000.0 -59.0 1125.0 0.9 55.0 3 1.0 1.5 6.0 2.81 35 -69 -34 70#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1406.3 20000.0 -40.6 1125.0 2.1 55.0 4 1.5 2.0 6.0 2.81 83 -78 5 125#3 @ 12" 0.110 0.375 0.003 0.227 0.924 212.1 20000.0 6.1 1125.0 3.7 55.0 5 2.0 2.5 6.0 2.81 163 -88 75 195#3 @ 12" 0.110 0.375 0.003 0.227 0.924 3134.4 20000.0 90.4 1125.0 5.8 55.0 6 2.5 3.0 6.5 3.31 281 -98 183 281 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 6461.3 20000.0 170.0 1125.0 7.1 55.0 7 3.0 3.5 7.5 4.31 446 -110 335 382#3 @ 12" 0.110 0.375 0.002 0.188 0.937 9015.6 20000.0 204.9 1125.0 7.4 55.0 8 3.5 4.0 8.5 5.31 666 -136 530 499#3 @ 12" 0.110 0.375 0.002 0.171 0.943 11487.5 20000.0 232.8 1125.0 7.8 55.0 9 4.0 4.5 9.5 6.31 948 -186 761 632#3 @ 12" 0.110 0.375 0.001 0.158 0.947 13831.7 20000.0 255.2 1125.0 8.3 55.0 10 4.5 5.0 9.5 6.31 1300 -271 1029 780#3 @ 6" 0.221 0.375 0.003 0.216 0.928 9540.7 20000.0 257.9 1125.0 10.3 55.0 11 5.0 5.5 9.5 6.31 1730 -396 1335 944#3 @ 6" 0.221 0.375 0.003 0.216 0.928 12374.6 20000.0 334.5 1125.0 12.5 55.0 12 5.5 6.0 10.5 7.31 2246 -574 1673 1123#3 @ 6" 0.221 0.375 0.003 0.202 0.933 13326.0 20000.0 331.9 1125.0 12.8 55.0 13 6.0 6.5 11.5 8.31 2856 -828 2028 1318#3 @ 6" 0.221 0.375 0.002 0.191 0.936 14156.3 20000.0 328.3 1125.0 13.2 55.0 14 6.5 7.0 12.5 9.31 3567 -1194 2373 1529#3 @ 6" 0.221 0.375 0.002 0.181 0.940 14733.9 20000.0 321.0 1125.0 13.7 55.0 15 7.0 7.5 13.5 10.31 4388 -1737 2651 1755#3 @ 6" 0.221 0.375 0.002 0.173 0.942 14819.2 20000.0 305.3 1125.0 14.2 55.0 16 7.5 8.0 14.0 10.81 5325 -2615 2710 1997#3 @ 6" 0.221 0.375 0.002 0.170 0.943 14429.3 20000.0 289.7 1125.0 15.4 55.0 17 8.0 8.5 14.0 10.81 6387 -5825 562 2254#3 @ 6" 0.221 0.375 0.002 0.170 0.943 2991.6 20000.0 60.1 1125.0 17.4 55.0 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 17 of 47 pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C-HIGHLY EXPANSIVE SOIL OR NO DECK YsoIL 62 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM H2-► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 39.06 43.75 49.66 55.61 60.80 62.82 65.79 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 39.1 0.50 0.39 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 10.18 -97.68 7 3.5 43.8 0.50 0.39 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 10.18 12.78 -110.46 8 4.0 49.7 0.53 0.41 0.28 0.28 0.28 0.29 0.32 0.35 39.38 23.28 10.31 10.31 10.31 11.16 13.88 17.28 -135.92 9 4.5 55.6 0.60 0.49 0.35 0.35 0.35 0.36 0.39 0.42 0.39 45.08 27.56 13.16 13.16 13.16 14.12 17.20 21.05 21.92 -186.42 10 5.0 60.8 0.73 0.62 0.48 0.48 0.48 0.49 0.52 0.55 0.52 0.47 54.77 34.83 18.01 18.01 18.01 19.17 22.86 27.47 29.11 28.85 -271.10 11 5.5 62.8 0.92 0.81 0.67 0.67 0.67 0.68 0.71 0.74 0.71 0.66 0.52 68.81 45.36 25.03 25.03 25.03 26.48 31.04 36.76 39.52 40.23 32.51 -395.79 12 6.0 65.8 1.17 1.06 0.92 0.92 0.92 0.93 0.96 0.99 0.96 0.91 0.77 0.57 87.74 59.56 34.50 34.50 34.50 36.34 42.09 49.30 53.56 55.58 48.37 37.50 ... -573.51 13 6.5 74.2 1.50 1.39 1.25 1.25 1.25 1.26 1.29 1.32 1.29 1.24 1.10 0.90 112.50 78.12 46.87 46.87 46.87 49.24 56.53 65.69 71.92 75.65 69.10 59.22 ... -827.85 14 7.0 85.7 1.93 1.82 1.68 1.68 1.68 1.69 1.72 1.75 1.72 1.67 1.53 1.33 144.70 102.27 62.97 62.97 62.97 66.01 75.31 87.01 95.79 101.75 96.07 87.46 ... -1194.25 15 7.5 100.2 2.50 2.39 2.25 2.25 2.25 2.26 2.29 2.32 2.29 2.24 2.10 1.90 187.50 134.37 84.37 84.37 84.37 88.30 100.28 115.35 127.53 136.45 131.93 125.01 ... -1736.86 16 8.0 123.5 3.32 3.21 3.07 3.07 3.07 3.08 3.11 3.14 3.11 3.06 2.92 2.72 249.04 180.53 115.15 115.15 115.15 120.36 136.18 156.10 173.16 186.35 183.48 179.00 ... -2615.26 17 8.5 595.1 5.50 5.39 5.25 5.25 5.25 5.26 5.29 5.32 5.29 5.24 5.10 4.90 412.50 303.13 196.88 196.88 196.88 205.49 231.53 264.33 294.36 318.86 320.40 322.39 ... -5825.13 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 18 of 47 NEE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C-HIGHLY EXPANSIVE SOIL OR NO DECK )(soli. 62 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section -► 13 14 15 16 17 RM H2-► j Weight 6.5 7.0 7.5 8.0 8.5 74.16 85.70 100.20 123.46 595.14 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 39.1 -97.68 7 3.5 43.8 -110.46 8 4.0 49.7 -135.92 9 4.5 55.6 -186.42 10 5.0 60.8 -271.10 11 5.5 62.8 -395.79 12 6.0 65.8 -573.51 13 6.5 74.2 0.66 49.25 -827.85 14 7.0 85.7 1.09 0.79 81.08 67.87 -1194.25 15 7.5 100.2 1.66 1.36 0.97 123.41 116.77 96.82 -1736.86 16 8.0 123.5 2.48 2.18 1.79 1.26 ... 184.26 187.09 179.04 155.23 -2615.26 17 8.5 595.1 4.66 4.36 3.97 3.44 1.71 ... 345.89 373.86 397.43 424.30 1020.03 -5825.13 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 19 of 47 um. pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 7-6" R.B.B. TABLE E-NON-EXPANSIVE SOIL 7soIL 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft SOIL SOIL Vertical As Ds Sec H1 H2 t d OTM MR MT V z fs fsap fc fcaii v vaii ft. ft. in. in. Steel in in. p k j ft-lb ft-lb ft-lb lb psi psi psi psi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.0 0.0 55.0 2 0.5 1.0 6.0 2.81 5 -59 -54 15#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 3 1.0 1.5 6.0 2.81 17 -69 -52 34#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 4 1.5 2.0 6.0 2.81 40 -78 -38 60#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0 -46.0 1125.0 1.8 55.0 5 2.0 2.5 6.0 2.81 78 -88 -9 94#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -391.8 20000.0 -11.3 1125.0 2.8 55.0 6 2.5 3.0 6.0 2.81 135 -97 38 135#3 @ 12" 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 7 3.0 3.5 6.0 2.81 214 -106 108 184#3 @ 12" 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 8 3.5 4.0 6.0 2.81 320 -116 204 240#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8541.2 20000.0 246.4 1125.0 7.1 55.0 9 4.0 4.5 6.0 2.81 456 -125 331 304#3 @ 12" 0.110 0.375 0.003 0.227 0.924 13817.5 20000.0 398.6 1125.0 9.0 55.0 10 4.5 5.0 6.0 2.81 625 -134 491 375#3 @ 6" 0.221 0.375 0.007 0.304 0.899 10546.8 20000.0 453.6 1125.0 11.1 55.0 11 5.0 5.5 6.5 3.31 832 -145 687 454#3 @ 6" 0.221 0.375 0.006 0.284 0.905 12452.9 20000.0 486.5 1125.0 11.4 55.0 12 5.5 6.0 7.5 4.31 1080 -157 923 540#3 @ 6" 0.221 0.375 0.004 0.254 0.915 12700.2 20000.0 426.0 1125.0 10.4 55.0 13 6.0 6.5 8.5 5.31 1373 -187 1186 634#3 @ 6" 0.221 0.375 0.003 0.233 0.922 13143.2 20000.0 391.5 1125.0 9.9 55.0 14 6.5 7.0 9.5 6.31 1715 -252 1463 735#3 @ 6" 0.221 0.375 0.003 0.216 0.928 13563.8 20000.0 366.7 1125.0 9.7 55.0 15 7.0 7.5 10.5 7.31 2109 -362 1747 844#3 @ 6" 0.221 0.375 0.003 0.202 0.933 13917.4 20000.0 346.6 1125.0 9.6 55.0 16 7.5 8.0 11.5 8.31 2560 -529 2031 960#3 @ 6" 0.221 0.375 0.002 0.191 0.936 14179.0 20000.0 328.9 1125.0 9.6 55.0 17 8.0 8.5 12.5 9.31 3071 -768 2302 1084#3 @ 6" 0.221 0.375 0.002 0.181 0.940 14295.8 20000.0 311.5 1125.0 9.7 55.0 18 8.5 9.0 13.0 9.81 3645 -1107 2538 1215#3 @ 6" 0.221 0.375 0.002 0.177 0.941 14930.5 20000.0 316.1 1125.0 10.3 55.0 19 9.0 9.5 14.0 10.81 4287 -1587 2700 1354#3 @ 6 0.221 0.375 0.002 0.170 0.943 14377.7 20000.0 288.6 1125.0 10.4 55.0 20 9.5 10.0 14.0 10.81 5000 -2282 2718 1500#3 @ 6" 0.221 0.375 0.002 0.170 0.943 14475.8 20000.0 290.6 1125.0 11.6 55.0 21 10.0 10.5 14.0 10.81 5788 -3385 2403 1654#3 @ 6" 0.221 0.375 0.002 0.170 0.943 12795.1 20000.0 256.9 1125.0 12.7 55.0 22 10.5 11.0 14.0 10.81 6655 -7189 -534 1815#3 @ 6" 0.221 0.375 0.002 0.170 0.943 -2841.8 20000.0 -57.0 1125.0 14.0 55.0 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 20 of 47 nom pool 1201 N. Tustin Avenue 111111 , engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS 2'-6" R.B.B• . WALL LOADED BY EARTH PRESSURE TABLE E-NON-EXPANSIVE SOIL 7 SOIL 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section -,. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 37.50 37.50 39.06 43.75 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 -115.63 9 4.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -125.00 10 5.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -134.38 11 5.5 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18 -144.55 12 6.0 43.8 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18 12.78 ... -157.34 13 6.5 49.7 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.29 0.32 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 11.16 13.88 ... -187.50 14 7.0 55.6 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.39 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 14.12 17.20 ... -252.24 15 7.5 62.1 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.52 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 19.17 22.86 ... -362.25 16 8.0 69.3 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.68 0.71 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 26.48 31.04 .., -528.50 17 8.5 77.5 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.96 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 36.34 42.09 ... -768.23 18 9.0 87.4 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.29 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 49.24 56.53 .., -1107.48 19 9.5 98.5 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.69 1.72 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 66.01 75.31 ... -1587.01 • 20 10.0 111.4 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.26 2.29 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 88.30 100.28 ... -2281.72 21 10.5 135.0 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.08 3.11 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 120.36 136.18 ... -3385.45 22 11.0 604.9 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.26 5.29 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 205.49 231.53 ... -7188.64 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 21 of 47 ••• pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS cont. 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE E-NON-EXPANSIVE SOIL )(son. 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section - 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 49.66 55.61 62.06 69.25 77.53 87.42 98.47 111.36 134.96 604.88 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.5 -115.63 9 4.5 37.5 -125.00 10 5.0 37.5 -134.38 11 5.5 39.1 -144.55 12 6.0 43.8 -157.34 13 6.5 49.7 0.35 ... 17.28 -187.50 14 7.0 55.6 0.42 0.39 ... 21.05 21.92 -252.24 15 7.5 62.1 0.55 0.52 0.48 ... 27.47 29.11 29.94 -362.25 16 8.0 69.3 0.74 0.71 0.67 0.56 ... 36.76 39.52 41.55 38.75 -528.50 17 8.5 77.5 0.99 0.96 0.92 0.81 0.65 49.30 53.56 57.22 56.23 50.23 -768.23 18 9.0 87.4 1.32 1.29 1.25 1.14 0.98 0.75 ... 65.69 71.92 77.71 79.10 75.82 65.85 -1107.48 19 9.5 98.5 1.75 1.72 1.68 1.57 1.41 1.18 0.88 ... 87.01 95.79 104.35 108.82 109.11 103.37 86.48 -1587.01 20 10.0 111.4 2.32 2.29 2.25 2.14 1.98 1.75 1.45 1.04 115.35 127.53 139.77 148.35 153.36 153,26 142.68 115.97 -2281.72 21 10.5 135.0 3.14 3.11 3.07 2.96 2.80 2.57 2.27 1.86 1.34 ... 156.10 173.16 190.69 205.17 216.97 224.99 223.48 207.35 180.27 -3385.45 22 11.0 604.9 5.32 5.29 5.25 5.14 4.98 4.75 4.45 4.04 3.52 1.75 264.33 294.36 325.94 356.10 385.95 415.51 438.09 450.05 474.41 1056.25 -7188.64 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 22 of 47 Imo pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 POOL WALL SUMMARY 2'-6" R.B.B. TABLE F-EXPANSIVE SOIL YsolL 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft SOIL Sec H1 H2 t d OTM MR MT V Vertical As Ds SOIL ft. ft in. in. Steel in2 in. p k fs fseii fc fceu V Veil ft-lb ft-lb ft-lb lb psi psi psi psi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -37 6#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -472.1 20000.0 -7.3 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81, 8 -59 -52 23#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 0.7 55.0 3 1.0 1.5 6.0 2.81 25 -69 -43 51 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1815.3 20000.0 -52.4 1125.0 1.5 55.0 4 1.5 2.0 6.0 2.81 60 -78 -18 90#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -757.5 20000.0 -21.8 1125.0 2.7 55.0 5 2.0 2.5 6.0 2.81 117 -88 30 141 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 1240.7 20000.0 35.8 1125.0 4.2 55.0 6 2.5 3.0 6.0 2.81 203 -97 106 203#3 @ 12" 0.110 0.375 0.003 0.227 0.924 4414.3 20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 2.81 322 -106 215 276#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8998.3 20000.0 259.6 1125.0 8.2 55.0 8 3.5 4.0 6.5 3.31 480 -116 364 360#3 @ 12" 0.110 0.375 0.003 0.211 0.930 12828.2 20000.0 337.5 1125.0 9.1 55.0 9 4.0 4.5 7.5 4.31 683 -129 554 456#3 @ 12" 0.110 0.375 0.002 0.188 0.937 14895.9 20000.0 338.5 1125.0 8.8 55.0 10 4.5 5.0 7.5 4.31 938 -144 794 563#3 @ 6" 0.221 0.375 0.004 0.254 0.915 10924.2 20000.0 366.5 1125.0 10.9 55.0 11 5.0 5.5 8.5 5.31 1248 -161 1087 681 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 12052.8 20000.0 359.1 1125.0 10.7 55.0 12 5.5 6.0 9.5 6.31 1620 -182 1438 810#3 @ 6" 0.221 0.375 0.003 0.216 0.928 13337.3 20000.0 360.6 1125.0 10.7 55.0 13 6.0 6.5 10.5 7.31 2060 -222 1837 951 #3 @ 6" 0.221 0.375 0.003 0.202 0.933 14636.2 20000.0 364.5 1125.0 10.8, 55.0 14 6.5 7.0 10.5 7.31 2573 -300 2273 1103#3 @ 4" 0.331 0.375 0.004 0.241 0.920 12240.9 20000.0 382.9 1125.0 12.6 55.0 15 7.0 7.5 11.5 8.31 3164 -424 2740 1266#3 @ 4" 0.331 0.375 0.003 0.228 0.924 12920.8 20000.0 375.8 1125.0 12.7 55.0 16 7.5 8.0 12.5 9.31 3840 -610 3230 1440#3 @ 4" 0.331 0.375 0.003 0.217 0.928 13541.3 20000.0 369.5 1125.0 12.9 55.0 17 8.0 8.5 13.5 10.31 4606 -877 3729 1626#3 @ 4" 0.331 0.375 0.003 0.208 0.931 14069.7 20000.0 362.6 1125.0 13.1 55.0 18 8.5 9.0 14.5 11.31, 5468 -1253 4215 1823#3 @ 4" 0.331 0.375 0.002 0.199 0.934 14453.8 20000.0 353.8 1125.0 13.4 55.0 19 9.0 9.5 15.5 12.31 6430 -1784 4646 2031 #3 @ 4" 0.331 0.375 0.002 0.192 0.936 14602.0 20000.0 341.1 1125.0 13.7 55.0 20 9.5 10.0 16.0 12.81 7500 -2556 4944 2250#3 @ 4" 0.331 0.375 0.002 0.189 0.937 14911.9 20000.0 340.7 1125.0 14.6, 55.0 21 10.0 10.5 16.0 12.81 8682, -3778 4904 2481 #3 @ 4" 0.331 0.375 0.002 0.189 0.937 14791.7 20000.0 338.0 1125.0 16.1, 55.0 22 10.5 11.0_ 16.0 12.81 9983 -8109 1874 2723#3 @ 4" 0.331 0.375 0.002 0.189 0.937 5651.2 20000.0 129.1 1125.0 17.7 55.0 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 23 of 47 Emu pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE F-EXPANSIVE SOIL ism. 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -0- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 ♦I 1I Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 39.06 43.75 46.88 50.00 56.25 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 -116.43 9 4.5 43.8 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 12.78 -129.21 10 5.0 46.9 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.26 0.29 0.31 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 12.78 14.65 -143.86 11 5.5 50.0 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.26 0.29 0.31 0.33 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 12.78 14.65 16.69 -160.55 12 6.0 56.3 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.26 0.29 0.31 0.33 0.38 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 12.78 14.65 16.69 21.12 ... -181.66 13 6.5 62.1 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 0.32 0.34 0.36 0.40 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.16 13.88 15.82 17.94 22.53 ... -222.32 14 7.0 66.2 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.36 0.39 0.41 0.43 0.48 45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.12 17.20 19.38 21.74 26.80 ... -299.84 15 7.5 68.6 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.52 0.54 0.56 0.61 54.77 34.83 18.01 18.01 18.01 18.01 18.01 19.17 22.86 25.44 28.20 34.07 ... -424.23 16 8.0 75.5 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.68 0.71 0.73 0.75 0.79 68.81 45.36 25.03 25.03 25.03 25.03 25.03 26.48 31.04 34.22 37.56 44.60 ... -610.31 17 8.5 83.9 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.93 0.96 0.98 1.00 1.05 87.74 59.56 34.50 34.50 34.50 34.50 34.50 36.34 42.09 46.05 50.18 58.80 ... -877.11 18 9.0 94.0 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.26 1.29 1.31 1.33 1.38 112.50 78.12 46.87 46.87 46.87 46.87 46.87 49.24 56.53 61.52 66.69 77.37 ... -1252.87 19 9.5 106.7 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.69 1.72 1.74 1.76 1.80 144.70 102.27 62.97 62.97 62.97 62.97 62.97 66.01 75.31 81.65 88.15 101.51 ... -1783.84 20 10.0 123.4 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.26 2.29 2.31 2.33 2.38 187.50 134.37 84.37 84.37 84.37 84.37 84.37 88.30 100.28 108.40 116.69 133.62 ... -2556.26 21 10.5 147.1 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.08 3.11 3.13 3.15 3.20 249.04 180.53 115.15 115.15 115.15 115.15 115.15 120.36 136.18 146.86 157.72 179.77 ... -3778.29 22 11.0 722.0 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.26 5.29 5.31 5.33 5.38 412.50 303.13 196.88 196.88 196.88 196.88 196.88 205.49 231.53 249.02 266.69 302.37 ... -8108.97 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering, Inc.2017,Page 24 of 47 um pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE F-EXPANSIVE SOIL YSOIL 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section -► 13 14 15 16 17 18 19 20 21 22 RM H2 -► 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 62.10 66.20 68.59 75.54 83.94 94,02 106.67 123.36 147.14 721.99 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 39.1 -116.43 9 4.5 43.8 -129.21 10 5.0 46.9 -143.86 11 5.5 50.0 -160.55 12 6.0 56.3 -181.66 13 6.5 62.1 0.43 26.75 -222.32 14 7.0 66.2 0.51 0.46 31.47 30.68 -299.84 15 7.5 68.6 0.64 0.59 0.53 ... 39.50 39.23 36.09 -424.23 16 8.0 75.5 0.82 0.78 0.71 0.60 51.12 51.62 48.93 45.44 -610.31 17 8.5 83.9 1.08 1.03 0.97 0.85 0.69 66.79 68.34 66.24 64.51 57.99 -877.11 18 9.0 94.0 1.41 1.36 1.30 1.18 1.02 0.80 87.29 90.19 88.89 89.45 85.70 74.99 -1252.87 19 9.5 106.7 1.84 1.79 1.73 1.61 1.45 1.23 0.93 ... 113.95 118.61 118.33 121.87 121.74 115.36 99.50 -1783.84 20 10.0 123.4 2.41 2.36 2.30 2.18 2.02 1.80 1.50 1.12 ... 149.39 156.39 157.48 164.98 169.65 169.02 160.38 137.92 -2556.26 21 10.5 147.1 3.23 3.18 3.12 3.00 2.84 2.62 2.32 1.94 1.42 ... 200.35 210.72 213.76 226.96 238.53 246.17 247.91 239.15 208.56 -3778.29 22 11.0 722.0 5.41 5.36 5.30 5.18 5.02 4.80 4.50 4.12 3.60 1.83 ... 335.69 355.00 363.26 391.59 421.48 451.09 480.40 508.01 529.24 1318.12 -8108.97 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 25 of 47 pool 1201 N. Tustin Avenue "in engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 2'-6" R.B.B. TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK Ysoa. 62 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft H1 H2 t d SOIL Vertical As Ds SOIL SecOTM MR MT V . z fs fseii fc fcaii v veil ft. ft in. in. Steel in in. p k j ft-lb ft-lb ft-lb lb psi psi psi psi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -36 .8#3 @ 12" 0.110 0.375 0.001 0.136 0.955 -467.4 20000.0 -7.2 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 10 -59 -49 31 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2046.8 20000.0 -59.0 1125.0 0.9 55.0 3 1.0 '1.5 6.0 2.81 35 -69 -34. 70#3 @12" 0.110 0.375 0.003 0.227 0.924 -1406.3 20000.0 -40.6 1125.0 2.1 55.0 4 1.5 2.0 6.0 2.81 ' 83 -78 ' 5 125#3 @ 12" 0.110 0.375 0.003 0.227 0.924 212.1 20000.0 6.1 1125.0 3.7 55.0 5 2.0 2.5 6.0 2.81 163 -88 75 195#3 @ 12" 0.110 0.375 0.003 0.227 0.924 3134.4 20000.0 90.4 1125.0 5.8 55.0 6 2.5 3.0 6.5 3.31 281 -98 183 281 #3 @ 12" 0.110 0,375 0.003 0.211 0.930 6461.3 20000.0 170.0 1125:0 7.1 55.0 7 3.0a 3.5 7.5 4.31 446 -110 335 382#3 @ 12" 0.110 0.375 0.002 0.18> 0.937 9015.6 20000.0 204.9 1125.0 7.4 55.0 8 3.5 4.0 8.5 5.31 666 -127 538 499#3 @ 12" 0.110 0.375 0.002 0.171 0.943 11677.8 20000.0 236.7 1125.0 7.8 55.0 9 4.0 4.5 9.5 6.31 948 -148 799' 632#3 @ 12" 0.110 0.375 0.001 0.158 0.947 14525.0 20000.0 268.0 1125.0 8.3 55.0 10 4.5 5.0 10.5 7.31 1300 -174 1126 780#3 @ 6" 0.221 0.375 0.003 0.202 0.933 8967.0 20000.0 223.3 1125.0 8.9 55.0 11 5.0 5.5 11.5 8.31 1730 -206 1524 944#3 @ 6" 0.221 0.375 0.002 0.191 0.936 10639.9 20000.0 246.8 1125.0 9.5 55.0 12 5.5 6.0 12.5 9.31 2246 -243 2003 1123#3 @ 6" 0.221 0.375 0.002 0.181 0.940 12437.0 20000.0 271.0 1125.0 10.1 55.0 13 6.0 6.5 13.5 10.31 2856 -304 2552 1318#3 @ 6" 0.221 •0.375 0.002 0.173 0.942 14267.0 20000.0 293.9 1125.0 10.7 55.0 14 6.5 7.0 13.5 10.31 3567 -409 3158 1529#3 @ 3" 0.442 0.375 0.004 0.236 0.921 9027.8 20000.0 273.5 1125.0 12.4 55.0 15 7.0 7.5 13.5 10.31 4388 -569 3818 1755#3 @ 3" 0.442 0.375 0.004 0.236 0.921 10914.9 20000.0 330.7 1125.0 14.2 55.0 16 7.5 8.0 13.5 10.31 5325 -797 4527 1997#3 @ 3" 0.442 0.375 0.004 0.236 0.921 12941.2 20000.0 392.1 1125.0 16.1 55.0 17 8.0 8.5 14.5 11.31 6387 -1114 5273 2254#3 @ 3" 0.442 0.375 0.003 0.226 0.925 13693.5 20000.0 393.7 1125.0 16.6 55.0 18 8.5 9.0 15.5 12.31 7582 -1553 6028 2527#3 @ 3" 0.442 0.375 0.003 0.218 0.927 14342.1 20000.0 393.2 1125.0 17.1 55.0 19 9.0 9.5 16.5 13.31 8917 -2168 6749 2816#3 @ 3" 0.442 0.375 0.003 0.211 0.930 14810.1 20000.0 388.7 1125.0 17.6 55.0 20 9.5 10.0 17.5 14.31 10400 -3055 7345 3120#3 @ 3" 0.442 0.375 0.003 0.204 0.932 14956.4 20000.0 377.0 1125.0 18.2 55.0 21 10.0 10.5 18.0 14.81 12039 -4447 7593 3440#3 @ 3" 0.442 0.375 0.002 0.201 0.933 14923.1 20000.0 369.0 1125.0 19.4 55.0 22 10.5 11.0 18.0 14.81 13842 -9442 4400 3775#3 @ 3" 0.442 0.375 0.002 0.201 0.933 8648.3 20000.0 213.8 1125.0 21.2 55.0 • • W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 26 of 47 Eno pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK YSO/l 62 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section -. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 11 11 Weight 75.00 56.25 37.50 37.50 37.50 39.06 43.75 50.00 56.25 62.50 68.75 75.00 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21,88 9.38 9.38 9.38 -87.50 6 3.0 39.1 0.50 0.39 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 10.18 -97.68 7 3.5 43.8 0.50 0.39 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 10.18 12.78 -110.46 8 4.0 50.0 0.50 0.39 0.25 0.25 0.25 0.26 0.29 0.33 37.50 21.88 9.38 9.38 9.38 10.18 12.78 16.69 -127.15 9 4.5 56.3 0.50 0.39 0.25 0.25 0.25 0.26 0.29 0.33 0.38 37.50 21.88 9.38 9.38 9.38 10.18 12.78 16.69 21.12 -148.26 10 5.0 62.5 0.50 0.39 0.25 0.25 0.25 0.26 0.29 0.33 0.38 0.42 37.50 21.88 9.38 9.38 9.38 10.18 12.78 16.69 21.12 26.06 -174.33 11 5.5 68.8 0.50 0.39 0.25 0.25 0.25 0.26 0.29 0.33 0.38 0.42 0.46 37.50 21.88 9.38 9.38 9.38 10.18 12.78 16.69 21.12 26.06 31.53 -205.86 12 6.0 75.0 0.50 0.39 0.25 0.25 0.25 0.26 0.29 0.33 0.38 0.42 0.46 0.50 37.50 21.88 9.38 9.38 9.38 10.18 12.78 16.69 21.12 26.06 31.53 37.52 ... -243.38 13 6.5 80.8 0.53 0.41 0.28 0.28 0.28 0.29 0.32 0.36 0.40 0.44 0.48 0.53 39.38 23.28 10.31 10.31 10.31 11.16 13.88 17.94 22.53 27.63 33.26 39.40 ... -304.23 14 7.0 85.1 0.60 0.49 0.35 0.35 0.35 0.36 0.39 0.43 0.48 0.52 0.56 0.60 45.08 27.56 13.16 13.16 13.16 14.12 17.20 21.74 26.80 32.38 38.48 45.10 ... -408.93 15 7.5 86.7 0.73 0.62 0.48 0.48 0.48 0.49 0.52 0.56 0.61 0.65 0.69 0.73 54.77 34.83 18.01 18.01 18.01 19.17 22.86 28.20 34.07 40.46 47.37 54.79 ... -569.06 16 8.0 89.0 0.92 0.81 0.67 0.67 0.67 0.68 0.71 0.75 0.79 0.83 0.88 0.92 68.81 45.36 25.03 25.03 25.03 26.48 31.04 37.56 44.60 52.15 60.23 68.83 ... -797.47 17 8.5 92.5 1.17 1.06 0.92 0.92 0.92 0.93 0.96 1.00 1.05 1.09 1.13 1.17 87.74 59.56 34.50 34.50 34.50 36.34 42.09 50.18 58.80 67.93 77.59 87.76 ... -1114.21 18 9.0 100.6 1.50 1.39 1.25 1.25 1.25 1.26 1.29 1.33 1.38 1.42 1.46 1.50 112.50 78.12 46.87 46.87 46.87 49.24 56.53 66.69 77.37 88.56 100.28 112.52 ... -1553.14 19 9.5 113.5 1.93 1.82 1.68 1.68 1.68 1.69 1.72 1.76 1.80 1.85 1.89 1.93 144.70 102.27 62.97 62.97 62.97 66.01 75.31 88.15 101.51 115.39 129.80 144.72 ... -2168.09 20 10.0 130.7 2.50 2.39 2.25 2.25 2.25 2.26 2.29 2.33 2.38 2.42 2.46 2.50 187.50 134.37 84.37 84.37 84.37 88.30 100.28 116.69 133.62 151.06 169.03 187.52 ... -3055.31 21 10.5 155.0 3.32 3.21 3.07 3.07 3.07 3.08 3.11 3.15 3.20 3.24 3.28 3.32 249.04 180.53 115.15 115.15 115.15 120.36 136.18 157.72 179.77 202.35 225.44 249.06 ... -4446.59 22 11.0 835.4 5.50 5.39 5.25 5.25 5.25 5.26 5.29 5.33 5.38 5.42 5.46 5.50 412.50 303.13 196.88 196.88 196.88 205.49 231.53 266.69 302.37 338.56 375.28 412.52 ... -9442.23 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1j.pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 27 of 47 pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS cont. 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK Yso,L 62 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section -► 13 14 15 16 17 18 19 20 21 22 RM H2 -� Weight 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 80.76 85.06 86.65 88.99 92.46 100.62 113.54 130.74 154.97 835.42 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 39.1 -97.68 7 3.5 43.8 -110.46 8 4.0 50.0 -127.15 9 4.5 56.3 -148.26 10 5.0 62.5 -174.33 11 5,5 68.8 -205.86 12 6.0 75.0 -243.38 13 6.5 80.8 0.56 44.84 -304.23 14 7.0 85.1 0.63 0.59 50.97 50.02 -408.93 15 7.5 86.7 0.76 0.72 0.65 61.41 61.02 56.06 -569.06 16 8.0 89.0 0.95 0.90 0.83 0.69 ... 76.52 76.94 72.28 61.59 -797.47 17 8.5 92.5 1.20 1.16 1.09 0.94 0.75 96.91 98.41 94.15 84.05 69.21 -1114.21 18 9.0 100.6 1.53 1.49 1.42 1.27 1.08 0.84 ... 123.57 126.49 122.76 113.43 99.74 84.71 -1553.14 19 9.5 113.5 1.96 1.92 1.85 1.70 1,51 1.27 0.98 158.24 163.00 159.96 151.63 139.43 127.90 111.14 -2168.09 20 10.0 130.7 2.53 2.49 2.42 2.27 2.08 1.84 1.55 1.17 204.33 211.55 209.41 202.42 192.20 185.32 175.94 152.64 -3055.31 21 10.5 155.0 3.35 3.31 3.24 3.10 2.90 2.66 2.37 1.99 1.47 ... 270.60 281.34 280.51 275.44 268.06 267.89 269.10 259.92 227.83 -4446.59 22 11.0 835.4 5.53 5.49 5.42 5.27 5.08 4.84 4.55 4.17 3.65 1.88 446.61 466.72 469.36 469.39 469.57 487.18 516.55 544.87 565.58 1567.70 -9442.23 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 28 of 47 ENE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS BUILDING SURCHARGE METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs IBC1100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering, Inc.2017,Page 29 of 47 mum pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714)630-6100 SWIMMING POOL CALCULATIONS NOTATION :specific compressive strength of concrete(psi) wo :weight of concrete(pcf) fca„ = 0.45t : allowable extreme fiber stress in compression for concrete(psi) u� =1.1j : permissible shear stress carried by concrete(psi) Ec =57000g : modulus of elasticity of concrete(psi) fy =40000 :specified yield strength of reinforcement(psi) fsaii=20000[GRADE 40,50],24000[GRADE 60] : permissible tensile strength in reinf. (psi) Es=29000000 : modulus of elasticity of reinforcement(psi) is :equivalent fluid pressure of soil(pcf) n= -s : modular ratio of elasticity E0 b :width of compression face of member(in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. SEE CALCULATION METHODOLOGY: H :total height of pool wall including bond beam(ft) RBB :distance from top of bond beam to surface of water(ft.) R : Radius of pool wall curvature(ft) :thickness of pool wall at particular height(in) d=t-cover-(Ds/2) :distance from extreme compression fiber to centroid of tension reinforcement(in) H1 :top depth of particular section(ft) H2 :bottom depth of particular section(ft) 1a OTMso,L = 6 ys H2 : over-turning moment(ft-lbs) Vsou. = 27s H2 :shear(lbs) MR : Moment Resisting(ft-lbs) OTMoad : over-turning moment due to additional vertical load(ft-lbs)-SEE BOUSSINESQ ANALYSIS Vload :shear due to additional vertical load (lbs)-SEE BOUSSINESQ ANALYSIS MT=OTMsoiL+OTM,oad+MR : Net Moment(ft-lbs) VT=VSOIL+Vload : Net Shear(lbs) As : area of nonprestressed tension reinforcement(in2) Ds : Diameter of reinforcement(in) p= bc1 : ratio of tension reinforcement k=V(pn)2+2pn—pn j=1-3 fs= Mr :average stress in the steel(psi) ld fc= J2M 2 :maximum compressive stress at the top of the compressive zone(psi) v= bT :design shear stress(psi) W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 30 of 47 mum pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone: (714) 630-6100 TYPICAL 2 STORY FOOTING SURCHARGE FOUNDATION PRESSURE: 1000psf 'X' (on drawing) 0 0 0 18" O° 0 ^ Tim o XL f RESULTANT = 1000psf(1 .5ft) QL= 1500pIf W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering, Inc.2017,Page 31 of 47 - v j N) - CPool Engineering,Inc. Freestanding Pool 0 k 0) O :=: a. Wall Design 0) V N Z IIv CTI v`. y N -0 'OOL WALL DESIGN TABLE D-EXPANSIVE SOIL w/BUILDING SURCHARGE CD a) O _' O. (D EF.P. POOL PROPERTIES CONCRETE Adjacent Footing Load Inputs Load Factors O COO (D SOIL= 45 pcf Max.DepthW 8.5 ft f, 2500 psi Resultant Force 1500 plf Dead 1.0 p) v O -. R.B.B.Height 0 0 F, 1125 psi Face of P.W.to Load 3.5 ft Live 1.0 -a 4 V = O• Et) Rein!.Clearances Design Strip 12 in v, 55 psi Depth to Load 1.5 ft Soil 1.0 00 C) co -T CLR= 3 in Pool Floor 6 in En 2850 ksi Total Height of P.W. 8.5 ft Water 1.0 O E, 29000 ksi Resisting 0.9 O n 10.175 Seismic 1.0 W 6, 150 pci Wind 1.0 C) N _, POOL WALL DESIGN(SOIL LOADING) al Loading Properties Shear Check Moment Check Check Minimum Steel Percentage Transition D H V„a Vs,,, V M„x Ms,,, M„s;,, M Radius t Reinforcing Add A. d, fr F. d V, Shear p k j M, M, M, Flex. A,,,, Min./Max.Steel Section to Std.Floor ,�(ft) (ft) (Ib) (Ib) (Ib) (ft-Ib) (ft-Ib) (ft-Ib) (ft-Ib) (ft) (In) Spacing Bars Ong) (In) (psi) (psi) (In) (Ib) Ratio (ft-Ib) (ft-Ib) (ft-Ib) Ratio (Inz) Ratio Check Check (ft) -b 0.5 0.5 6 0 6 1 0 8 0 1.0 6.0 # 3 © 12 0 # 4 0.110 0.375 40000 20000 2.813 1856 0.003 0.003 0.227 0.924 479 933 479 0.000 0.169 N/A per ACI 318 Sect.10.5.1 OK 2 94 1 1 23 0 23 8 0 17 0 1.0 6.0 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 2.813 1856 0.012 0.003 0.227 0.924 479 933 479 0.000 0.169 N/A per ACI 318 Sect.10.5.1 OK 2 1.5 1.5 51 0 51 25 0 25 0 1.0 6.0 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 2.813 1856 0.027 0.003 0.227 0.924 479 933 479 0.000 0.169 N/A per ACI 318 Sect.10.5.1 OK 2 2 2 90 0 90 60 0 34 26 1.0 6.0 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 2.813 1856 0.048 0.003 0.227 0.924 479 933 479 0.055 0.169 N/A per ACI 318 Sect.10.5.1 OK 2 2.5 2.5 141 28 169 117 7 42 82 1.0 6.0 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 2.813 1856 0.091 0.003 0.227 0.924 479 933 479 0.171 0.169 N/A per ACI 318 Sect.10.5.1 OK 2 3 3 203 103 306 203 40 51 192 1.0 6.0 # 3 © 12 0 # 4 0.110 0.375 40000 20000 2.813 1856 0.165 0.003 0.227 0.924 479 933 479 0.401 0.169 N/A per ACI 318 Sect.10.5.1 OK 2 3.5 3.5 276 204 480 322 117 62 376 1.0 7.0 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 3.813 2516 0.191 0.002 0.198 0.934 655 1515 655 0.574 0.229 N/A per ACI 318 Sect.10.5.1 OK 2 4 4 360 311 671 480 246 218 508 1.0 8.0 # 3 CO 12 0 # 4 0.110 0.375 40000 20000 4.813 3176 0.211 0.002 0.179 0.940 833 2190 833 0.610 0.289 N/A per ACl 318 Sect.10.5.1 OK 2 4.5 4.5 456 410 865 683 426 415 694 1.0 9.0 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 5.813 3836 0.226 0.002 0.164 0.945 1011 2948 1011 0.686 0.349 N/A per ACI 318 Sect.10.5.1 OK 2 5 5 563 495 1057 938 652 657 933 1.5 9.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 6.313 4166 0.254 0.003 0.216 0.928 2157 4488 2157 0.432 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 5.5 5.5 681 566 1246 1248 917 951 1214 2.0 10.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 7.313 4826 0.258 0.003 0.202 0.933 2511 5671 2511 0.484 0.439 N/A per ACI 318 Sect.10.5.1 OK 2 6 6 810 623 1433 1620 1214 1303 1531 2.5 11.5 # 3 © 6 0 # 4 0.221 0.375 40000 20000 8.313 5486 0.261 0.002 0.191 0.936 2866 6949 2866 0.534 0.499 N/A per ACI 318 Sect.10.5.1 OK 2 6.5 6.5 951 670 1621 2060 1537 1720 1877 3.0 12.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 9.313 6146 0.264 0.002 0.181 0.940 3221 8316 3221 0.583 0.559 N/A per ACl 318 Sect.10.5.1 OK 2 7 7 1103 708 1811 2573 1882 2208 2246 3.5 13.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 10.313 6806 0.266 0.002 0.173 0.942 3577 9768 3577 0.628 0.619 N/A per ACI 318 Sect.10.5.1 OK 2 7.5 7.5 1266 739 2005 3164 2244 2773 2635 4.0 14.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 11.313 7466 0.268 0.002 0.166 0.945 3934 11299 3934 0.670 0.679 N/A per ACI 318 Sect.10.5.1 OK 2 8 8 1440 764 2204 3840 2620 3421 3039 4.5 15.5 # 3 © 6 0 # 4 0.221 0.375 40000 20000 12.313 8126 0.271 0.001 0.160 0.947 4291 12907 4291 0.708 0.739 N/A per ACI 318 Sect.10.5.1 OK 2 8.5 8.5 1626 785 2411 4606 3007 4158 3455 5.0 16.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 13.313 8766 0.274 0.001 0.154 0.949 4649 14588 4649 0.743 0.799 N/A per ACI 318 Sect.10.5.1 OK 2 O Ni -4 Ni 0 V O W O D K O 0 o_ m o CO 5.CD CD 7' CO S p N O_ V Dl CO R) C.) N) O_ -. V , 6 �N 0 Ell N_ 2U CD RESISTING MOMENTS TABLE D-EXPANSIVE SOIL w/BUILDING SURCHARGE (D 0 `o (Q O t% 6 6 6 6 6 6 7 8 9 9.5 10.5 11.5 12.5 13.5 14.5 15.5 16.5 7 CD H2 -..- 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 CD Weight 37.5 37.5 37.5 37.5 37.5 37.5 43.75 50 56.25 59.375 65.625 71.875 78.125 84.375 90.625 96.875 103.125 CD 0 6 0.5 37.5 0.25 -t n 0 6 1 37.5 0.25 0.25 ... M� 0 6 1.5 37.5 0.25 0.25 0.25 0 (0 O 0 6 2 37.5 0.25 0.25 0.25 0.25 O 0 6 2.5 37.5 0.25 0.25 0.25 0.25 0.25 0 6 3 37.5 0.25 0.25 0.25 0.25 0.25 0.25 !6 0 7 3.5 43.75 0.25 0.25 0.25 0.25 0.25 0.25 0.291667 N 0.5 8 4 50 0.75 0.75 0.75 0.75 0.75 0.75 0.791667 0.766346 0 k N O o 1 9 4.5 56.25 1.25 1.25 1.25 1.25 1.25 1.25 1.291667 1.301579 1.036438 ...4V En 1.5 9.5 5 59.375 1.75 1.75 1.75 1.75 1.75 1.75 1.791667 1.812353 1.674038 1.22499 P. W. Z .. 2 10.5 5.5 65.625 2.25 2.25 2.25 2.25 2.25 2.25 2.291667 2.317647 2.22905 1.957083 1.405746 ---.. 2.5 11.5 6 71.875 2.75 2.75 2.75 2.75 2.75 2.75 2.791667 2.820802 2.759848 2.560897 2.222857 1.568891 y _s 3 12.5 6.5 78.125 3.25 3.25 3.25 3.25 3.25 3.25 3.291667 3.322899 3.279738 3.123011 2.874199 2.46348 1.719791 ` W n c- a 3.5 13.5 7 84.375 3.75 3.75 3.75 3.75 3.75 3.75 3.791667 3.824393 3.793699 3.665008 3.468589 3.160118 2.685897. 1.861538 4 14.5 7.5 90.625 4.25 4.25 4.25 4.25 4.25 4.25 4.291667 4.325513 4.304058 4.195504 4.034374 3.786356 3.425571 2.894345 1.996108N 4.5 15.5 8 96.875 4.75 4.75 4.75 4.75 4.75 4.75 4.791667 4.826384 4.81206 4.718737 4.583281 4.376281 4.082785 3.674975 3.091635 2.124853 O O n 5 16.5 8.5 103.125 5.25 5.25 5.25 5.25 5.25 5.25 5.291667 5.327079 5.31843 5.237063 5.121248 4.944309 4.696657 4.362171 3.911356 3.279747 2.248749 0) - O (D - -N V Resisting 00 W Moment 9.375 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9.375 9.375 9.375 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18.75 9.375 9.375 9.375 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28.125 9.375 9.375 9.375 9.375 0 0 0 0 0 0 0 0 0 0 0 0 0 37.5 9.375 9.375 9.375 9.375 9.375 0 0 0 0 0 0 0 0 0 0 0 0 46.875 9,375 9.375 9.375 9.375 9.375 9.375 0 0 0 0 0 0 0 0 0 0 0 56.25 9.375 9.375 9.375 9.375 9.375 9.375 12.76042 0 0 0 0 0 0 0 0 0 0 69.01042 28.125 28.125 28.125 28.125 28.125 28.125 34.63542 38.3173 0 0 0 0 0 0 0 0 0 241.7027 46.875 46.875 46.875 46.875 46.875 46.875 56.51042 65.07896 58.29963 0 0 0 0 0 0 0 0 461.139 0 65.625 65.625 65.625 65.625 65.625 65.625 78.38542 90.61766 94.16464 72.73375 0 0 0 0 0 0 0 729.6515 W 84.375 84.375 84.375 84.375 84.375 84.375 100.2604 115.8823 125.384 116.2018 92.25207 0 0 0 0 0 0 1056.231 N 103.125 103.125 103.125 103.125 103.125 103.125 122.1354 141.0401 155.2415 152.0533 145.875 112.7641 0 0 0 0 0 1447.859 V 121.875 121.875 121.875 121.875 121.875 121.875 144.0104 166.1449 184.4852 185.4288 188.6193 177.0626 134.3587 0 0 0 0 1911.36 0 140.625 140.625 140.625 140.625 140.625 140.625 165.8854 191.2197 213.3955 217.6098 227.6261 227.1335 209.8357 157.0673 0 0 0 2453.523 V 159.375 159.375 159.375 159.375 159.375 159.375 187.7604 216.2757 242.1033 249.1081 264.7558 272.1443 267.6227 244.2103 180.8973 0 0 3081.128 178.125 178.125 178.125 178.125 178.125 178.125 209.6354 241.3192 270.6784 280.175 300.7778 314.5452 318.9676 310.076 280.1794 205.8452 0.3800.949 196.875 196.875 196.875 196.875 196.875 196.875 231.5104 266.354 299.1617 310.9506 336.0819 355.3722 366.9263 368.0582 354.4666 317.7255 231.9023 4619.76 ib 0 D K © a o_ m 0 co CD co m 5 P N O_ V N co CD Cl) Cl) 0 A V Jm v 4I 0 Pool Engineering,Inc. Freestanding Pool O )( o.) O �: (D Wall Design O O- -a or Pcp, ? m •VCD a vy CD '0 nc 7 O poi..WALL DESIGN TABLE H-EXPANSIVE SOIL w/ROCK SURCHARGE co W ..... � O CD p) O(03 M' E.F.P. POOL PROPERTIES CONCRETE Adjacent Footing Load Inputs Load Factors (e) p)r\) CD SOIL= 45 pcf I Max.Depth 8.5 ft f, 2500 psi Resultant Force 1500 plf Dead 1.0 1, v 03 CD R.B.B. ) v.Height 2.5 ft F. 1125 psi Face of P.W.to Load 3.5 ft Live 1.0 O -a A V 0'0 0 Rein!.Clearances Design Strip 12 in v, 55 psi Depth to Load 0 ft Soil 1.0 00 O .- CLR= 3 in Pool Floor 6 in E, 2850 ksi Total Height of P.W. 11 ft Water 1.0 o E. 29000 ksi Resisting 0.9 O n 10.175 Seismic 1.0 C 6, 150 pcf Wind 1.0 C) N 0 POOL WALL DESIGN(SOIL LOADING) cri LoadingProperties Shear Check Moment Check Check Minimum Steel Percentage Transition 0 H V... V.., V M„a M,,,, M,,,;,, M Radius t Reinforcing Add A, d, 1, F. d V. Shear P k J M. M. M. Flex. Am„, Min./Max.Steel Section to Std.Floor 4,(ft) (ft) (Ib) (Ib) (Ib) (ft-lb) (ft-Ib) (ft-Ib) (ft-Ib) (ft) (in) Spacing Bars (in21 lin) (psi) (psi) (in) (Ib) Ratio (ft-lb) (ft-tb) (ft-ib) Ratio Jir& Ratio Check Check (ft) -0 0.5 6 0 6 1 0 21 0 1.0 9.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 6.313 4166 0.001 0.001 0.158 0.947 1101 3356 1101 0.000 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 CI- 1 23 12 34 8 3 42 0 1.0 9.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 6.313 4166 0.008 0.001 0.158 0.947 1101 3356 1101 0.000 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 1.5 51 45 96 25 17 63 0 1.0 9.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 6.313 4166 0.023 0.001 0.158 0.947 1101 3356 1101 0.000 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 2 90 97 187 60 53 85 28 1.0 9.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 6.313 4166 0.045 0.001 0.158 0.947 1101 3356 1101 0.026 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 2.5 141 159 300 117 117 106 128 1.0 9.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 6.313 4166 0.072 0.001 0.158 0.947 1101 3356 1101 0.116 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 0.5 3 203 227 429 203 213 127 289 1.0 9.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 6.313 4166 0.103 0.001 0.158 0.947 1101 3356 1101 0.262 0.379 N/A per ACI 318 Sect.10.5.1 OK 2 1 3.5 276 295 571 322 344 153 512 1.0 10.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 7.313 4826 0.118 0.001 0.148 0.951 1280 4225 1280 0.400 0.439 N/A per ACI 318 Sect.10.5.1 OK 2 1.5 4 360 361 721 480 508 184 804 1.0 11.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 8.313 5486 0.131 0.001 0.139 0.954 1459 5162 1459 0.551 0.499 N/A per ACI 318 Sect.10.5.1 OK 2 2 4.5 456 422 877 683 703 220 1166 1.0 12.5 # 3 @ 12 0 # 4 0.110 0.375 40000 20000 9.313 6146 0.143 0.001 0.132 0.956 1639 6161 1639 0.712 0.559 N/A per ACI 318 Sect.10.5.1 OK 2 2.5 5 563 477 1039 938 928 257 1608 1.0 12.5 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 9.313 6146 0.169 0.002 0.181 0.940 3221 8316 3221 0.499 0.559 NIA per ACI 318 Sect.10.5.1 OK 2 3 5.5 681 526 1206 1248 1179 297 2130 1.0 13.0 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 9.813 6476 0.186 0.002 0.177 0.941 3399 9032 3399 0.627 0.589 N/A per ACI 318 Sect.10.5.1 OK 2 3.5 6 810 569 1379 1620 1452 343 2730 1.0 14.0 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 10.813 7136 0.193 0.002 0.170 0.943 3756 10524 3756 0.727 0.649 N/A per ACI 318 Sect.10.5.1 OK 2 4 6.5 951 607 1558 2060 1746 800 3006 1.0 15.0 # 3 @ 6 0 # 4 0.221 0.375 40000 20000 11.813 7796 0.200 0.002 0.163 0.946 4113 12094 4113 0.731 0.709 N/A per ACI 318 Sect.10.5.1 OK 2 4.5 7 1103 641 1743 2573 2058 1322 3308 1.0 15.0 # 3 @ 4 0 # 4 0.331 0.375 40000 20000 11.813 7796 0.224 0.002 0.196 0.935 6098 14352 6098 0.543 0.709 N/A per ACI 318 Sect.10.5.1 OK 2 5 7.5 1266 670 1935 3164 2386 1910 3640 1.5 15.0 # 3 @ 4 0 # 4 0.331 0.375 40000 20000 11.813 7796 0.248 0.002 0.196 0.935 6098 14352 6098 0.597 0.709 N/A per ACI 318 Sect.10.5.1 OK 2 5.5 8 1440 695 2135 3840 2727 2565 4003 2.0 15.0 # 3 @ 4 0 # 4 0.331 0.375 40000 20000 11.813 7796 0.274 0.002 0.196 0.935 6098 14352 6098 0.656 0.709 N/A per ACI 318 Sect.10.5.1 OK 2 6 8.5 1626 718 2343 4606 3080 3291 4395 2.5 15.5 # 3 © 3 0 # 4 0.442 0.375 40000 20000 12.313 8126 0.288 0.003 0.218 0.927 8407 17248 8407 0.523 0.739 N/A per ACI 318 Sect.10.5.1 OK 2 06.5 9 1823 737 2560 5468 3444 3926 4985 3.0 16.5 # 3 @ 3 0 # 4 0.442 0.375 40000 20000 13.313 8786 0.291 0.003 0,211 0.930 9114 19534 9114 0.547 0.799 N/A per ACI 318 Sect.10.5.1 OK 2 W 7 9.5 2031 754 2785 6430 3817 4537 5710 3.5 17.5 # 3 @ 3 0 # 4 0.442 0.375 40000 20000 14.313 9446 0.295 0.003 0.204 0.932 9821 21919 9821 0.581 0.859 N/A per ACI 318 Sect.10.5.1 OK 2 .N,17.5 10 2250 770 3020 7500 4198 5136 6560 4.0 18.5 6 3 @ 3 0 6 4 0.442 0.375 40000 20000 15.313 10106 0.299 0.002 0.198 0.934 10530 24400 10530 0.623 0.919 N/A per ACI 318 Sect.10.5.1 OK 2 N 8 10.5 2481 783 3264 8682 4721 5734 7670 4.5 19.5 # 3 @ 3 0 6 4 0.442 0.375 40000 20000 16.313 10766 0.303 0.002 0.193 0.936 11240 26974 11240 0.682 0.979 N/A per ACI 318 Sect.10.5.1 OK 2 08.5 11 2723 795 _ 3518 9983 5055 6326 8712 5.0 20.5 # 3 6i 3 0 # 4 0.442 0.375 40000 20000 17.313 11426 0.308 0.002 0.188 0.937 11951 29638 11951 0.729 1.039 N/A per ACI 318 Sect.10.5.1_ OK 2 -4 0 W 0 D K O -D 0 o_ m z CO 9' co 2. co S 0 N O_ -I 5) to N W A 0 -I V M ocu INN v Eri `° 0FITRESISTING MOMENTS TABLEH-EXPANSIVESOIIw/ROCK SURCHARGE CO on to (D 9.5 9.5 9.5 9.5 9.5 9.5 10.5 11.5 12.5 12.5 13 14 15 15 15 15 15.5 16.5 17.5 18.5 19.5 20.5 CD Rz 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5- 9 9.5 10 10.5 11 (p 55) + Weight 59.375 59.375 59.375 59.375 59.375 59.375 65.625 71.875 78.125 78.125 81.25 87.5 93.75 93.75 93.75 93.75 96.875 103.125 109.375 115.625 121.875 128.125 'R c7 9.5 0.5 59.375 0.395833 N 9.5 1 59.375 0.395833 0.395833 W 8.5 1.5 59.375 0.395833 0.395833 0.395833 0 03 O 9.5 2 59.375 0.395833 0.395833 0.395833 0.395833 9.5 2.5 59.375 0.395833 0.395833 0.395833 0.395833 0.395833 O 9.5 3 59.375 0.395833 0.395833 0.395833 0.395833 0.395833 0.395833 O 10.5 3,5 65.625 0.395833 0.395833 0.395833 0.395833 0.395833 0.395833 0.4375 ii n V 11.5 4 71.875 0.395833 0.395833 0.395833 0.395833 0.395833 0.395833 0.4375 0.479167 Z"' 131 0 N Fp 12.5 4.5 78.125 0.395833 0.395833 0.395833 0.395833 0.395833 0.395833 0.4375 0.479167 0.520833 0 k N 0 O 12.5 5 78.125 0395833 0.395833 0.395833 0.395833 0.395833 0.395833 0.4375 0.479167 0.520833 0.520833 .".4,..V N 13 5.5 81.25 0.395833 0.395833 0.395833 0.395833 0.395833 0.395833 0.4375 0.479167 0.520833 0.520833 0.541667 , V �. C O 14 6 87.5 0.395833 0.395833 0.395833 0.395833 0.395833 0.395833 0.4375 0.479167 0.520833 0.520833 0.541667 0.583333 ...� tet. • 1r0.5 15 6.5 93.75 0.895833 0.895833 0.895833 0.895833 0.895833 0,895833 0.9375 0.979167 1.020833 1.020833 1.041667 1.083333 1.058013 V` y 1 15 7 93.75 1.395833 1.395833 1.395833 1.395833 1.395833 1.395833 1.4375 1.479167 1.520833 1520833 1.541667 1.583333 1.593246 1.286438 ' >; 1.5 15 7.5 93.75 1.895833 1.895833 1.895833 1.895833 1.895833 1.895833 1.9375 1.979167 2.020833 2.020833 2.041667 2.083333 2.10402 1.924038 1.454156 `Q O) n co 2 15 8 93.75 2.395833 2.395833 2.395833 2.395833 2.395833 2.395833 2.4375 2.479167 2.520833 2520833 2.541667 2.583333 2.609313 2.47905 2.186249 1.593246 ` w 2.5 15.5 8.5 96.875 2.895833 2.895833 2.895833 2.895833 2.895833 2.895833 2.9375 2.979167 3.020833 3.020833 3.041667 3.083333 3.112469 3.009848 2.790064 2.410357 1.735558 0 0 0 -p 3 16.5 9 103.125 3.395833 3.395833 3.395833 3.395833 3.395833 3.395833 3.4375 3.479167 3.520833 3.520833 3.541667 3.583333 3.614565 3.529738 3.352178 3.061699 2.630147 1.886458 O 0 No Q 3.5 17.5 9.5 109.375 3.895833 3.895833 3.895833 3.695833 3.895833 3.895833 3.9375 3.979167 4.020833 4.020833 4.041667 4.083333 4.11606 4.043699 3.894174 3.656089 3.326785 2.852564 2.028205 I 4 18.5 10 115.625 4.395833 4.395833 4.395833 4.395833 4.395833 4.395833 4.4375 4.479167 4.520833 4.520833 4,541667 4.583333 4.61718 4.554058 4.424671 4.221874 3.953022 3.592238 3.061011 2.162774 0) v 0 4.5 19.5 10.5 121.875 4.895833 4.895833 4.895833 4.895833 4.895833 4.895833 4.9375 4.979167 5.020833 5.020833 5.041667 5.083333 5.11805 5.06206 4.947904 4.770781 4.542948 4.249452 3.841642 3.258302 2.29152 v 'p V 5 20.5 11 128,125 5.395833 5.395833 5.395833 5.395833 5.395833 5.395833 5.4375 5.479167 5.520833 5.520833 5.541667 5.583333 5.618746 5.56843 5.466229 5.308748 5.110976 4.863323 4.528838 4.078022 3.446413 2.415416 0 Resisting Moment 23.5026 0 -0 0 0 0 0 23.5026 23,5026 23.5026 0 0 0 0 0 47.00521 23.5026 23.5026 23.5026 0 0 0 0 70.50781 23.5026 23.5026 23.5026 23.5026 0 0 0 94.01042 23,5026 23.5026 23.5026 23.5026 23.502 0 0 0 117.513 23.5026 23.5026 23.5026 23.5026 23.502 23.502 0 0 0 141.0156 23.5026 23.5026 23.5026 23.5026 23.502 23.5026 28.7109 0 0 0 169.7266 23.5026 23.5026 23.5026 23.5026 23.5026 23.502 28.7109 34.4401 0 0 204.1667 23.5026 23.5026 23.5026 23.5026 23.5026 23.502 28.7109 34.4401 40.6901 0 0 244,8568 23.5026 23.5026 23.5026 23.5026 23.5026 23.502 28.7109 34.4401 40.6901 40.690 0 0 285.5469 23.5026 23.5026 23.5026 23.5026 23.5026 23.502 28.7109 34.4401 40.6901 40.690 44.0104 0 0 329.5573 23.5026 23,5026 23.5026 23.5026 23.5026 23.502 28.7109 34.4401 40.6901 40.690 44.0104 51.0416 0 0 380.599 O 53.1901 53.1901 53.1901 53.1901 53.1901 53.190 61.5234 70.3776 79.7526 79.7526 84.6354 94.7916 99.1886 0 0 889,1626 CO 82.8776 82.8776 82.8776 82.8776 82,8776 82.877 94.3359 106.3151 118.8151 118.815 125.260 138.541 149.366 120.603 0 0 1469.319 V 2 112.5651 112.5651 112.5651 112.5651 112.5651 112.565 127.148 142.2526 157.8776 157.877 165.885 182.291 197.251 180.3786 136.327 0 0 212682 142.2526 1422526 142.2526 142.2526 1422526 142.252 159.960 178.1901 196.9401 196.840 206.510 226.041 244.623 232.4109 204.960 149.366 0 0 2849.461 N 171.9401 171.9401 171.9401 1719401 171.9401 171.940 192.7734 214.1276 236.0026 236.002 247.1354 269.791 291.793 282.1733 261.568 225.97 168.1322 0 3657.113 O. 201.6276 201.6276 201.6276 201.6276 201.6276 201.627 225.585 250.0651 275.0651 275.065 287.7604 313.541 338.8655 330.9129 314.266 287.034 254.7955 194.54 0 4362724 V 231.3151 231.3151 231.3151 231.3151 231.3151 231.315 258.398 286.0026 314.1276 314.127 328.3854 357.291 385.8806 379.0967 365.078 342.758 322.2823 294.1706 221.834 0 5041.321 261.0026 261.0026 261.0026 261.0026 261.0026 261.002 291.210 321.9401 353.1901 353.19D 369.0104 401.041 432.8606 426.943 414.812 395.800 382.9491 370.449 334.798 250.070 0 5708.965 O 290.6901 290.6901 290.8901 290.6901 290.6901 290.690 324.023 357.8776 392.2526 392.252 409.6354 444.791 479.8172 474.5681 463.866 447.260 440.0981 436.224 420.179 376.741 279.27 0 6370,584 w 320.3776 320.3776 320.3776 320.3776 320.3776 320.377 356.835 393.8151 431.3151 431.315 450.2604 488.541 526.7574 522.0403 512.459 497.695 495.1258 501.5302 495.341 471.521 420.031 309.4752 7028.427 O D E © -o 0 o_ m co. 5 m co :' un 5 n N O_ V -D 01 1D 03 W 01 O_ A. V NEN pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714)630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS SHALLOW/DEEP END RAMP METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 36 of 47 pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION :specific compressive strength of concrete(psi) :weight of concrete(pcf) fc.„ =0.45 : allowable extreme fiber stress in compression for concrete(psi) =1.1g :permissible shear stress carried by concrete(psi) E0 =57000.g : modulus of elasticity of concrete(psi) fy =40000 :specified yield strength of reinforcement(psi) fsa„=20000[GRADE 40,50], 24000[GRADE 60] : permissible tensile strength in reinf. (psi) ES=29000000 : modulus of elasticity of reinforcement(psi) rs :equivalent fluid pressure of soil(pcf) n= ES : modular ratio of elasticity c b :width of compression face of member(in) cover :3 in.minimum for Concrete cast against and permanently exposed to earth. SEE CALCULATION METHODOLOGY: H :total height of pool wall including bond beam(ft) RBB :distance from top of bond beam to surface of water(ft.) R : Radius of pool wall curvature(ft) :thickness of pool wall at particular height(in) di=t-d2 :distance from extreme compression fiber to centroid of tension reinforcement(in) :d necessary to resist earth pressure and additional load due to vertical surcharge d2=cover+(Ds/2) :distance from extreme compression fiber to centroid of tension reinforcement(in) :d necessary to resist water pressure Hi :top depth of particular section(ft) H2 : bottom depth of particular section(ft) HH, :water depth(ft) OTM= 6 yH2W :over-turning moment(ft-lbs) V= 2 yH21h, :shear(lbs) MR : Moment Resisting(ft-lbs) MT=OTM+MR : Net Moment(ft-lbs) VT=V : Net Shear(lbs) • AS : area of nonprestressed tension reinforcement(in2) DS : Diameter of reinforcement(in) A : ratio of tension reinforcement p bd k=J(pn)2+2pn—pn =1 3 fs= MT : average stress in the steel (psi) As jd fc= j kbd2 : maximum compressive stress at the top of the compressive zone(psi) v= bd :design shear stress(psi) W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 37 of 47 pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714)630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE SHALLOW/DEEP END RAMP-DETAIL#11 Al \ A2 (' w 43 TIM • A4 TIM • A5 (wb • A6 .wb • 0n A7 w, • A8 EC wn A9 • �ws A10 C A11 w„ • Al2 wrz A13 7 wn • A14 A15 A16 wpb Determine RM about point A: A LOAD DIAGRAM DUE RMAww" A W1A1+W2A2+...WnAn TO EARTH PRESSURE Point A can be any point on inside of pool wall. W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 38 of 47 ENE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714)630-6100 RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP-DETAIL#11 41 w, 42 A3 A4 ?w, A5 Cew, 46 ?w, A7 Tw, A8 1 ^^ A9 TIM A10 A11 412 A13 A14 A15 ?Ks X16 Determine RM about point B: A17 Wn=wcAn B Tw„ RMB=W1A1+W2A2+...WnAn LOAD DIAGRAM DUE Point B can be any point on outside of pool wall. TO WATER PRESSURE W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 39 of 47 gm pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 SAMPLE CALCULATIONS SECTION 12, NO R.B.B. SHALLOW/DEEP END RAMP-DETAIL#11 Demonstrating methodology used to calculate results shown in summary tables. f� = 2500 psi coc= 150 pcf • fcal, =0.45f = 1125 psi va = 1.1g = 55.0 psi Ea= 57000g = 2850000 psi fy= 40000 psi fsaii= 20000 psi Es= 2.9E+07 psi YS= 45 pcf "yw= 0 pcf n= Es/Ec= 10.18 b= 12 in cover= 3 in H = 6.0 ft Try wall thickness t= 12.0 in at a depth of H2= 6.0 ft Try vertical steel = #3 @ 6" Ds= 0.375 in As= 0.221 in` di =t-d2 = 3.00 in d2=cover+(D5/2) 9.00 in OTMSOIL = 6 YS H2 = 1620 ft-lb Overturning moment due to earth pressure VT =VSOIL = -2 Ys HZ = 810 lb Shear due to earth pressure W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering, Inc.2017,Page 40 of 47 NEE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT) SECTION 12, NO R.B.B. SHALLOW/DEEP END RAMP-DETAIL#11 Demonstrating methodology used to calculate results shown in summary tables. MR= -1915 ft-lb Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT=OTMso;i+ MR= -295 ft-lb SEE POOL WALL SUMMARY A P = d = 0.006 k= ,(pn)2+2pn—pn = 0.296 j = 1-3 = 0.901 fs= MT = -5919.6 psi < 20000 psi OK AS j d, fc= 2Mr 2 = -245.1 psi < 1125 psi OK jkbd, = bd = 22.5 psi < 55.0 psi OK OTMwater = 6YW Hw = -2246 ft-lb Overturning moment due to water pressure VT =Vwater = 2YW 'w2 = -1123 lb Shear due to water pressure MR= 156 ft-lb Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT=OTMwater+ MR= -2090 ft-lb SEE POOL WALL SUMMARY p bd 0.002 k= .j(pn)2+2pn—pn = 0.184 j =1-3 = 0.939 fs= MT = 13441.5 psi < 20000 psi OK Asjd2 fc= 2Mr = jkbd22 298.4 psi < 1125 psi OK o bd 10.4 psi < 55.0 psi OK z W:\Details\Release\Calcs IBC\100-IBC 2015[VI.11.pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 41 of 47 NEE pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 SAMPLE CALCULATIONS SECTION 12, NO R.B.B. SHALLOW/DEEP END RAMP-DETAIL#11 RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE A,= 0.500 ft' 3.000 We 75.00 lb M,= -225.00 ft-lb A,= 0.375 ft' 0 2.889 W,- 56.25 lb M, -162.50 ft-lb A,= 0.250 ft' O 2.750 We 37.50 lb ►,; . Me -103.13 ft-lb ► A, 0.250 ft' 0 2.750 We 37.50 lb �$ Ma= -103.13 ft-lb A5= 0.250 ft' 0 2.750 We 37.50 lb �c Ms= -103.13 ft-lb As= 0.250 ft' © 2.750 W6= 37.50 lb ►,: M6= -103.13 ft-lb A,= 0.271 ft' 0 2.771 We 40.63 lb M,= -112.59 ft-lb A,= 0.310 ft' 0 2.793 A, 0 e= 54 M -129.81 ft-lb Ag= 0.3540 ft' WM, �;: 53.131b Me -144.87 ft-lb ► A,o= 0.415 0' 0 W,o= 62.32 lb M,0= -160.21 ft-lb171 ► A„= 0.512 5' 1 W„= 76.81 lb M„= -174.90 ft-lb 11 A,,= 2.290 5' 12 1 . W,,- 343.57 lb M,, -392.22 ft-lb ► Ali= 0.000 5' 13 0.000 W,,= 0.00 lb M,e 0.00 ft-lb A RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+M10+M11+M12+M13= -1914.60 ft-Ib W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 42 of 47 imm. pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 POOL WALL SUMMARY NO R.B.B. SHALLOW/DEEP END RAMP-DETAIL#11 1s( 45 pcf H 6.0 ft RBB 0.0 ft R 2.5 ft SOIL WATER Sec H1 H2 t d1 d2 Vertical As Ds ft. ft. in. in. in. OTM MR MT V OTM MR MT V Steel in2 in. ft-lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb 1 0.0 0.5 12.0 9.00 3.00 1 -38 -37 6 -1 38 36#3 @ 12" 0.110 0.375 2 0.5 1.0 6.0 3.00 3.00 8 -59 -52 23 -10 6 -4#3 @ 12" 0.110 0.375 3 1.0 1.5 6.0 3.00 3.00 25 -69 -43 51 -35 16 -19#3 @ 12" 0.110 0.375 4 1.5 2.0 6.0 3.00 3.00 60 -78 -18 90 -83 25 -58#3 @ 12" 0.110 0.375 5 2.0 2.5 6.0 3.00 3.00 117 -88 30 141 -163 34 -128#3 @ 12" 0.110 0.375 6 2.5 3.0 6.0 3.00 3.00 203 -97 106 203 -281 44 -237#3 @ 12" 0.110 0.375 7 3.0 3.5 7.0 3.00 4.00 322 -108 214 276 -446 80 -366#3 @ 12" 0.110 0.375 8 3.5 4.0 8.0 3.00 5.00 480 -140 340 360 -666 103 -563#3 @ 12" 0.110 0.375 9 4.0 4.5 9.0 3.00 6.00 683 -222 462 456 -948 100 -848#3 @ 12" 0.110 0.375 10 4.5 5.0 10.0 3.00 7.00 938 -380 558 563 -1300 61 -1239#3 @ 6" 0.221 0.375 11 5.0 5.5 11.0 3.00 8.00 1248 -681 566 681 -1730 -27 -1758#3 @ 6" 0.221 0.375 12 5.5 6.0 12.0 3.00 9.00 1620 -1915 -295 810 -2246 156 -2090#3 @ 6" 0.221 0.375 SOIL WATER Sec H1 H2 t ft. ft. in. p k ] fs fsaii fc v p k ] fs fsaii fc v psi psi psi psi psi psi psi psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -462.1 20000.0 -7.0 0.1 0.003 0.221 0.926 1415.1 20000.0 39.4 0.2 2 0.5 1.0 6.0 0.003 0.221 0.926 -2027.8 20000.0 -56.4 0.6 0.003 0.221, 0.926 162.2 20000.0 4.5 0.9 3 1.0 1.5 6.0 0.003 0.221 0.926 -1698.0 20000.0 -47.2 1.4 0.003 0.221 0.926 761.3 20000.0 21.2 1.9 4 1.5 2.0 6.0 0.003 0.221 0.926 -708.5 20000.0 -19.7 2.5 0.003 0.221 0.926 2275.1 20000.0 63.3 3.5 5 2.0 2.5 6.0 0.003 0.221 0.926 1160.5 20000.0 32.3 3.9 0.003 0.221 0.926 5008.5 20000.0 139.3 5.4 6 2.5 3.0 6.0 0.003 0.221 0.926 4129.0 20000.0 114.8 5.6 0.003 0.221 0.926 9266.5 20000.0 257.8 7.8 7 3.0 3.5 7.0 0.003 0.221 0.926 8352.3 20000.0 232.3 7.7 0.002 0.194 0.935 10630.8 20000.0 251.9 8.0 8 3.5 4.0 8.0 0.003 0.221 0.926 13286.2 20000.0 369.6 10.0 0.002 0.176 0.941 12985.7 20000.0 272.1 8.3 9 4.0 4.5 9.0 0.003, 0.221 0.926 18056.2 20000.0 502.2 12.7 0.002 0.162 0.946 16231.1 20000.0 307.8 8.8 10 4.5 5.0 10.0 0.006 0.296 0.901 11204.7 20000.0 463.9 15.6 0.003 0.206 0.931 10328.4 20000.0 263.5 9.3 11 5.0 5.5 11.0 0.006 0.296 0.901 11380.0 20000.0 471.2 18.9 0.002 0.194 0.935 12762.3 20000.0 302.4 9.8 12 5.5 6.0 12.0 0.006 0.296 0.901 -5919.6 20000.0 -245.1 22.5 0.002 0.184 0.939 13441.5 20000.0 298.4 10.4 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 43 of 47 ENE pool 1201 N. Tustin Avenue 111111 engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE SHALLOW/DEEP END RAMP-DETAIL#11 YSOIL 45 pcf H 6.0 ft RBB 0.0 ft R 2.5 ft Section-. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -I. 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 4 Weight 75.00 56.25 37.50 37.50 37.50 37.50 40.63 46.48 53.13 62.32 76.81 343.57 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 40.6 0.50 0.39 0.25 0.25 0.25 0.25 0.27 37.50 21.88 9.38 9.38 9.38 9.38 11.02 -107.90 8 4.0 46.5 0.55 0.44 0.30 0.30 0.30 0.30 0.32 0.34 41.29 24.72 11.27 11.27 11.27 11.27 13.08 15.96 -140.12 9 4.5 53.1 0.71 0.60 0.46 0.46 0.46 0.46 0.48 0.50 0.44 53.15 33.62 17.20 17.20 17.20 17.20 19.50 23.32 23.14 -221.54 10 5.0 62.3 1.00 0.89 0.75 0.75 0.75 0.75 0.77 0.79 0.73 0.57 75.00 50.00 28.12 28.12 28.12 28.12 31.34 36.85 38.62 35.57 -379.88 11 5.5 76.8 1.50 1.39 1.25 1.25 1.25 1.25 1.27 1.29 1.23 1.07 0.78 112.50 78.12 46.87 46.87 46.87 46.87 51.65 60.09 65.18 66.73 59.69 -681.46 12 6.0 343.6 3.00 2.89 2.75 2.75 2.75 2.75 2.77 2.79 2.73 2.57 2.28 1.14 225.00 162.50 103.13 103.13 103.13 103.13 112.59 129.81 144.87 160.21 174.90 392.22 -1914.60 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 44 of 47 • ENE pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax:(714) 630-6114 Phone:(714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP- DETAIL#11 Ysoic 45 pcf H 6.0 ft RBB 0.0 ft R 2.5 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 40.63 46.48 53.13 62.32 76.81 343.57 1 0.5 75.0 0.50 37.50 37.50 2 1.0 56.3 0.00 0.11 0.00 6.25 6.25 3 1.5 37.5 0.00 0.11 0.25 0.00 6.25 9.38 15.63 4 2.0 37.5 0.00 0.11 0.25 0.25 0.00 6.25 9.38 9.38 25.00 5 2.5 37.5 0.00 0.11 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 34.38 6 3.0 37.5 0.00 0.11 0.25 0.25 0.25 0.25 0.00 6.25 9.38 9.38 9.38 9.38 43.75 7 3.5 40.6 0.08 0.19 0.33 0.33 0.33 0.33 0.31 6.25 10.94 12.50 12.50 12.50 12.50 12.67 79.86 8 4.0 46.5 0.11 0.22 0.36 0.36 0.36 0.36 0.34 0.32 8.22 12.41 13.48 13.48 13.48 13.48 13.74 14.71 103.01 9 4.5 53.1 0.05 0.16 0.30 0.30 0.30 0.30 0.28 0.26 0.33 4.01 9.26 11.38 11.38 11.38 11.38 11.46 12.11 17.35 99.69 10 5.0 62.3 -0.09 0.02 0.16 0.16 0.16 0.16 0.14 0.12 0.18 0.34 -6.72 1.21 6.02 6.02 6.02 6.02 5.65 5.46 9.75 21.17 60.58 11 5.5 76.8 -0.33 -0.22 -0.08 -0.08 -0.08 -0.08 -0.10 -0.13 -0.06 0.10 0.39 -25.00 -12.50 -3.12 -3.12 -3.12 -3.12 -4.25 -5.87 -3.20 5.98 29.93 -27.41 12 6.0 343.6 -0.71 -0.60 -0.46 -0.46 -0.46 -0.46 -0.48 -0.50 -0.44 -0.28 0.01 1.15 -53.22 -33.67 -17.24 -17.24 -17.24 -17.24 -19.54 -23.36 -23.19 -17.47 1.03 394.68 156.32 W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 45 of 47 6 co a). pool Ron Lacher,R.C.E. DETAIL#12: STANDARD POOL WALL ar e. Inn engineering 1201nai ,TustnEQUIVALENT FLUID PRESSURE=62.4 P.C.F. CD 9 g Anaheim,CaliforniaCaliTia 92807 m inc. Fax:(714)630-6114 CALCULATION METHODOLOGY m Phone:(714)630-6100 W/2000 LB. PATIO COVER POST LOAD C) a) 0 N W n 2000 LB. 0 0 W LOAD2COVEROAD 1h. FROM PATIO VER 0 N POST ON BOND BEAM x O_ N 11=IIIETIs 1 -o ' II-111 -- a. -mai 2 101111111111,-III-11 ' 11111 3 i 4 5 7 \ 2 1, 111111 �� Po- 1/2/2 Ys H2 > 11 �I ,� 12y a 0 W O o K3 n ) 13 ✓ \ 14 r--,.>" =C' 0 IS - 16 }- \ OA- - aA % / 17 0 > 16 l K 19- / 20 Iy t-0 -- - I 21 ET o > II II 22 Fl '4-111 iE i T co - 111-11- . CO • =111 11 Lir co LOAD DIAGRAM DUE TO EARTH PRESSURE g z = W 6 F NET MOM = OTM sok + OTM Lim - MRE95TING + OTM POST LOAD o DETERMINE OTM AND V DUE TO ys DETERMINE OTM POST LOAD _ OTMA= (1/2 Ys HZ)(H2/3) = 1/6 Ys HZ OTM = (2000 Ib)(—x) = NEGATIVE MOMENT (RESISTING MOMENT) m VA= 1/2 7 HZ NO INCREASED MOMENT ON POOL WALL FROM POST LOAD co m A rn 0 .A V pool 1201 N. Tustin Avenue AAA engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone:(714) 630-6100 BEARING CALCULATION DETAIL 12 POST LOAD Standard Pool Structural Plan: Detail#12 Attached Patio Cover Post Loading Determine pool floor area necessary for bearing P:= 20001b Applied load (live and dead)from attached patio cover qa:= 1500psf Allowable soil bearing pressure(2015 IBC Table 1806.2) A:= P = 1.333 ft2 Pool floor area required to distribute load to soil qa It is a safe assumption that all pools which utilize this plan • • will have a floor area much greater then 1.333 sq.ft., therefore post load bearing calculation is okay by inspection. W:\Details\Release\Calcs IBC\100-IBC 2015[V1.1).pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 47 of 47