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HomeMy WebLinkAboutB17-0479 040-590-005A _ pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 : inc. Fax: (714) 630-6114 ` Phone: (714) 630-6100 STRUCTURAL CALCULATIONS i 1 %-0 4%rl 040-590.001i l_11Zi ]I'?1; 2111-7 I - o�,T_- BUTTE COUNTY DEVELOPMENT SERVICES FOR REVIEWED FOR CODE. COMPLiA DATE STANDARD POOL STRUCTURAL PLAN For Use Only 01: 9873 Ferson Durham, C ; ..cESSlne, EXP; 6130120 , d, OF These calcul td only when acco panyi g (2) copies of the Pool Engineering n�c Standard Pool Structural Plan with original wet seal and signature in red ink. PREPARED IN ACCORDANCE WITH • THE 2016 CALIFORNIA BUILDING CODE (2015 INTERNATIONAL BUILDING CODE) CONCRETE f'c 2, 500psi REINFORCING fy = 40, 000psi (Grade 40) W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf I 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 1 51 pool1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION Y : specific compressive strength of concrete (psi) wc : weight of concrete (pcf) fce„ = 0.45f, : allowable extreme fiber stress in compression for concrete (psi) f' : permissible shear stress carried by concrete (psi) E� = 57000 f, : 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) Ys : equivalent fluid pressure of soil (pcf) n = Es : modular ratio of elasticity EC b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. SEE CALCULATION METHODOLOGY: STANDARD PLAN 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) t thickness of pool wall at particular height (in) d = t - cover - (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) HZ : bottom depth of particular section (ft) 1 OTMsoa - 6 Hz : over -turning moment ft lbs V - 1 HZ : shear Ibs 6 g (ft -lbs) say - 2 YS z ( ) MR : Moment Resisting (ft -lbs) MT = OTMso,L + MR : Net Moment (ft -lbs) VT = VsoiL : Net Shear (Ibs) As : area of nonprestressed tension reinforcement (in2) _ Ds : Diameter of reinforcement (in) , P = A. : ratio of tension reinforcement bd k= (Pn)Z+2pn-pn j=1-3 fs = MT : average stress in the steel (psi) As j d fc = / k , : maximum compressive stress at the top of the compressive zone (psi) V VT design shear stress (psi) bd W:\Details\Release\Calcs 2016\100NC CBC2016 [vl.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 2 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL GENERAL METHODOLOGY CALCULATIONS The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 20W100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 3 of 51 p001 Ron Lacher, R.C.E. en Ineerin 1201 N. Tustin Ave. 9 9 Anaheim, Callfomia 92807 II1C. Fax: (714) 630-6114 Phone: (714) 630.6100 : 1-------------- — / 17 18 LOAD DIAGRAM DUE TO EARTH PRESSURE NET MOM = OTM say — MR DETERMINE OTM AND V DUE TO Ys OTMA= (1 /2 Ys H2 )(HZ /3) = 1/6 Y, HZ VA= 1/2 'YS H2 STANDARD POOL WALL CALCULATION METHODOLOGY 0 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714)630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE MOMENTS I LOAD DIAGRAM DUE TO EARTH PRESSURE W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf A 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 5 of 51 pool 1201 N. Tustin Avenue 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. f� = 2500 psi Design concrete strength. coy = 150 pcf fca,l = 0.45f, = 1125 psi Permissible service load flexural stress oc = 1.1 f, = 55.0 psi Permissible service load shear stress E,= 570004f—,' = 2850000 psi Modulus of elasticity for concrete fy = 40000 psi Yield stress of reinforcement fsaii = 20000 psi Permissible tensile stress of reinforcement ES = 2.9E+07 psi Modulus of elasticity of reinforcement YS = 30 pcf Design soil equivalent fluid pressure n = ES/Ec = 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" DS = 0.375 in As ,= 0.221 in` d = t - cover - (DS/2) = 2.81 in OTMSo,L = 6 ys HZ = 1373 ft -Ib Overturning moment due to earth pressure MR = -647 ft -Ib Resisting moment due to weight of pool wall. MT = OTMSoiL + MR = 726 ft -ib SEE POOL WALL SUMMARY - VT — VS01L— Ys Hz = 634 Ib - Shear due to earth pressure 2 W\Details\Release\Calcs 2016\100NC CBC2016 Iv1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 6 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 4 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 13, NO 'R.8.8. TABLE A - NON -EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. - p = b da = 0.007 k = (pn) + 2 pn - pn = 0.304 1=1-3 = 0.899 fs = A Td = 15613.1 psi < 20000 psi OK 5j fcY= 2M1 = 671.4 psi < 1125 psi OK jkbd2 v = bd = 18.8 psi < 55.0 psi OK W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 7 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS r RESISTING MOMENT'METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Resisting Moment Tables. W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 6 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 8 of 51 pool 1201 N. Tustin Avenue 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 RMA= Ml+M2+M3+M +M9+M10 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 9 of 51 A,= 0.500 ft= V 1.500 W,= 75.00 Ib M,= •112.50 ft -lb _ A,-0.375 f? 0 1.389 W2_56.25lb M2. -78.12 ft -lb- • k, 0.250f? 0 1.250 r We 37.50 lb - Me •46.87 ft4b A.' 0.250 f? (D 1.250 W'.37.50 1b . M'.46.87 ft -0) AS' 0.250 f? (D 1.250 We 37.50 lb Me 46.87 ft -b Ae 0.250 ftz O 1.250 We 37.50 lb- , Me 16.87 ft -b - - A,- 0.250 fh O 1.250 ' Wr' 37.50 Ib M7- 46.87 ft -b ' A�- 0.250 f? 1.242 We 37.56 lb Ma' 46.65 ft -b A�- 0.253 fP 1.177 We 37.90 lb - Mpg+ 44.60 ft -lb ' A,a 0.258 fe 6 1.096 W,8 38.63 lb M,d- 42.35 ft -lb A„= 0.265 f? /1 0.946 Wu' 39.80 lb - Mn' -37.66 ft -Ib A,,- 0.276 e 0 38 W,. 41.46 Ib M,2 •30.58 ft-fb A,p 0.289 fh 00.461 Wu' 43.35 Ib . M,f -19.99 ft•b RMA= Ml+M2+M3+M +M9+M10 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 9 of 51 pool 1201 N. Tustin Avenue 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 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 10 of 51 Mj■ pool ennineering linc 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY TABLE A - NON -EXPANSIVE SOIL YSOIL 30 pcf H 8.5 ft RBB 0.0 ft R 5:0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As int Ds in. P k fs psi SOIL fse„ psi fc psi fceu psi v psi veil psi 1 0.0 0.5 12.0 8.81 1 -38 -371 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 91 4.0 4.5 6.0 2.81 456 -162 294 304 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 12277.31 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 6.0 2.81 1373 -647 726 634 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 15613.1 20000.0 671.4 1125.0 18.8 55.0 14 6.5 7.0 6.0 2.81 1715 -9111 8041 735 1#3 @ 6" 0.221 0.375 0.0071 0.304 0.899 17279.3 20000.0 743.1 1125.0 21.8 55.0 15 7.0 7.5 6.0 2.81 2109 -1290 8201-844 #3 @ 6" 0.22110.3751 0.0071 0.3041 0.899 17616.7 20000.0 757.6 1125.01 25.0 55.0 16 7.5 8.0 6.0 2.81 25601-18821 6781 9601#3 @ 6" 1 0.2211 0.3751 0.0071 0.3041 0.8991 14580.11 20000.011 627.0 1125.01 28.41 55.0 171 8.0 8.5 6.01 2.81 30711-37331 -6631 10841#3 @ 6" 1 0.2211 0.3751 0.0071 0.3041 0.899 -14242.41 20000.0 -612.5 112s; ni 12 11 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM @ Pool Engineering, Inc. 2016, Page 11 of 51 Poo l 1201 N. Tustin Avenue ' engineering Anaheim, CA 92807 Fax: (714) 630-6114 Inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE A - NON -EXPANSIVE SOIL ' V SOIL 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 -► 1 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 4 - 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 43.3 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..: -646.82 14 7.0 46.8 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 ... -911.19 15 7.5 52.4 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... -1289.87 16 8.0 62.7 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... -1881.75 17 8.5 205.2 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 • K 196.88 196.88 196.88 196.87 196.21 196.88 196.87 196.44.•. -3733.17 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 12 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. . WALL LOADED BY EARTH PRESSURE TABLE A - NON -EXPANSIVE SOIL . yso L 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section ---p- 13 14 15 16 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 Weight 43.35 46.82 52.39 62.70 205.16 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 43.3 0.46 19.99 -646.82 ' 14 7.0 46.8 0.89 0.54 ... 38.60 25.05 -911.19 15 7.5 52.4 1.46 1.11 0.65 ... 63.34 51.77 33.81 -1289.87 16 8.0 62.7 2.28 1.93 1.47 0.85 ... 98.91 90.19 76.80 53.05 -1881.75- 1881.7517 178.5 205.2 4.46 4.11 3.65 3.03 1.38 ... 193.38 192.23 190.99 189.70 283.58 -3733.17 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf w 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 13 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R. B. B. TABLE B - EXPANSIVE SOIL Ysoa 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 ft. H2 ft. t in. dSOIL in. OTM ft -Ib M R MT ft Ib ft -Ib V Ib Vertical Steel As in z Ds in. P k fs psi SOIL fsall psi fc psi fcall psi v psi vat psi 1 0.0 0.5 12.0 8.81 1 -38 -37 6 #3 @ 12" 0.110 0.3751 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 -52 231#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 0.7 55.0 31 1.0 1.51 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 41 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 6.0 2.81 480 -124 356 3601#3 @ 12" 0.110 0.375 0.0031 0.227 0.924 14866.7 20000.0 428.8 1125.0 10.7 55.0 9 4.0 4.5 6.5 3.31 683 -162 521 4561#3 @ 12" 0.110 0.375 0.003 0.211 0.930 18381.3 20000.0 483.7 1125.0 11.5 55.0 10 4.5 5.0 7.0 3.81 938 -229 709 5631#3 @ 6" 0.221 0.375 0.005 0.268 0.911 11092.0 20000.0 399.4 1125.0 12.3 55.0 111 5.0 5.5 7.0 3.81 1248 -329 918 681 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 14371.4 20000.0 517.5 1125.0 14.9 55.0 121 5.5 6.0 7.0 3.81 1620 -474 1146 810 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 17939.0 20000.0 646.0 1125.0 17.7-55.0 131 6.0 6.5 7.5 4.31 2060 -675 1384 951 #3 @ 6" 0.221 0.375 0.004 0.254 0.915 19054.6 20000.0 639.2 1125.0 18.4 55.0 14 6.5 7.0 8.0 4.81 2573 -961 1612 1103 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 19795.9 20000.0 623.8 1125.0 19.1 55.0 15 7.0 7.5 8.5 5.31 3164 -1377 1787 1266 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 19806.7 20000.0 590.1 1125.0 19.9 55.0 16 7.5 8.0 9.0 5.81 3840 -2043 1797 1440 #3 @ 6" 0.221 0.375 0.003 0.224 0.925 18151.5 20000.0 514.0 1125.0 20.6 55.0 17 8.0 8.5 9.0 5.81 4606 -4276 330 -1-1 @ 6" 0.221 0.375 0.003 0.224 0.925 3331.5 20000.0 94.3 1125.0 23.3 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 14 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS WALL LOADED BY EARTH PRESSURE TABLE B - EXPANSIVE SOIL Ysoa 45 p H 8.5 ft R13B 0.0 ft I R 5.0 ft Section .1 2 3 4 5 6 7 8 9 10 ill 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 1 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 39.06 42.65 46.22 48.38 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 39.1 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34 0.29 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 11.15 -162.48 10 5.0 42.7 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.47 0.41 0.35 54.77 34.83 18.01 18.01 18.01 18.01 18.01 17.74 16.20 15.05 -228.65 11 5.5 46.2 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.66 0.60 0.54 0.41 68.81 45.36 25.03 25.03 25.03 25.03 25.03 24.77 23.51 23.03 18.77 -329.39 12 6.0' 48.4 1.17 1.06 0.92 0.92 0.92 -0.92 0.92 0.91 0.85 0.79 0.66 0.45 87.74 59.56 34.50 34.50 34.50 34.50. 34.50 34.25 33.37 33.80 30.44 21.95... -473.58 13 6.5 50.8 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.24 1.18 1.12 0.99 0.78 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.65 46.26 _ 47.88 45.70 37.92 ... -675.37 14 7.0 '57.6 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.67 1.61 1.55 1.42 1.21 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.77 63.03 66.19 65.54 58.69... -960.76 15 7.5 67.8 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.24 2.18 2.12 1.99 1.78 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 85.32 90.53 91.92 86.31 ... -1377.33 16 8.0 84.4 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.06 3.00 2.94 2.81 2.60 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.02 117.36 125.53 129.85 126.01 ... -2042.69 17 8 ;5 335.9 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.24 5.18 5.12 4.99 4.78 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.87 202.49 218.48 230.58 231.46 ... -4276.06 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 15 of 51 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf r 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 16 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 ; Inc. Phone: (714) 630-6100 ' RESISTING MOMENTS cont. NO R.B.B. ' WALL LOADED BY EARTH PRESSURE TABLE B - EXPANSIVE SOIL - YSOIL 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section - 13 14 15 16 17 RM H2 6.5 7.0 7.5 18.0 8.5 ' 1 j Weight 50.83 57.59 67.81 84.35 335.90 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 39.1 -162.48 ' 10 5.0 42.7 -228.65 11 5.5 46.2 -329.39 12 6.0 48.4 -473.58 13 6.5 50.8 0.51 25.96 -675.37 14 7.0 57.6 0.94 0.61 ... 47.78 34.92 -960.76 15 7.5 67.8 1.51 1.18 0.75 ... 76.79 67.78 50.73 -1377.33 16 8.0 84.4 • 2.33 2.00 1.57 0.99 118.50 115.04 106.37 83.71 -2042.69 y 17 8.5 335.9 4.51 4.18 3.75 3.17 1.50 ... 229.27 240.54 254.15 267.55 504.65 -4276.06 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf r 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 16 of 51 pool 1201 N. Tustin Avenue 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 Ysoa '65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As in' Ds in. P I k 1 fs psi SOIL' fsa11 psi fcfce,i psi psi V psi Va1l 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 -466.7 20000.0 -7.2 1125.0 0.1 55.0 21 0.5 1.0 6.0 2.81 11 -59 -49 33 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2028.7 20000.0 -58.5 1125.0 1.0 55.0 3 1.01 1.5 6.01 2.81 37 -69 -32 731#3 @ 12" 0.110 0.3751 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 4 1.5 2.0 6.0 2.81 87 -78 9 130 #3 @ 12" 0.110 0.3751 0.003 0.2271 0.924 357.0 20000.0 10.3 1125.0 3.9 55.0 5 2.0 2.5 6.0 2.81 169 -88 82 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.811 293 -97 196 293 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8175.6 20000.0 235.8 1125.0 8.7 55.0 7 3.0 3.5 6.0 2.811 464 -106 358 398 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 •14971.1 20000.0 431.8 1125.0 11.8 55.0 8 3.5 4.0 7.0 3.811 693 -126 568 520 #3 @ 12" 0.110 0.375 0.002 0.198 0.934 17320.4 20000.0 421.4 1125.0 11.4 55.0 9 4.0 4.5 8.0 4.81 987 -168 819 658,#3 @ 12" 0.110 0.375 0.002 0.179 0.940 19654.5 20000.0 420.5 1125.0 11.4 55.0 10 4.5 5.0 8.0 4.81 1354 -242 1112 813 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 13660.3 20000.0 430.4 1125.0 14.1 55.0 11 5.0 5.5 8.0 4.81 1802 -351 1451 983 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 17822.1 20000.0 561.6 1125.0 17.0 55.0 12 5.5 6.0 9.0 5.81 2340 -508 1832 1170 #3 @ 6" 0.221 0.375 0.003 0.224 0.925 18500.8 20000.0 523.9 1125.0 16.8 55.0 13 6.0 6.5 10.0 6.81 2975 -733 2242 1373 #3 @ 6" 0.221 0.375 0.003 0.209 0.930 19215.4 20000.0 497.8 1125.0 16.8 55.0 14 6.5 7.0 11.0 7.81 3716 -1057 2659 1593 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 19784.6 20000.0 474.91 1125.0 17.0 55.0 15 7.0 7.5 12.0 8.81 4570 -1538 3032 1828,#3 @ 6" 0.221 0:375 0.002 0.186 0.938 19928.9 20000.0 447.6 1125.0 17.3 55.0 16 7.5 8.0 13.0 9.81 5547 -23201 32271 20801#3 @ 6" 1 0.2211 0.3751 0.002 0.177 0.941 18988.31 20000.0 402.0 1125.0 17.71 55.0 17 8.0 8.5 13.0 9.81 6653 -51711 14821 23481#3 @ 6" 1 0.2211 0.3751 0.002 0.177 0.9411 8718.11 20000.0 184.61 1125.01 19.91 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 17 of 51 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 18 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 ' Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C -.HIGHLY EXPANSIVE SOIL OR NO DECK rSOIL 65 --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 j Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 40.33 46.33 51.27 52.97 55.84 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 40.3 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.53 -125.77 9 4.5 46.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.36 0.33 .45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.59 15.46 -168.50 10 5.0 51.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.46 0.41 54.77 34.83 18.01 18.01 18.01 18.01 18.01 19.80 21.45 21.06 -241.97 11 5.5 53.0 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.68 0.65 0.60 0.45 68.81 45.36 25.03 25.03 25.03 25.03 25.03 27.35 30.11 30.66 23.92 -351.35 12 6.0 55.8 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.93 0.90 0.85 0.70 0.50 87.74 59.56 34.50 34.50 34.50 34.50 34.50 37.53 41.81 43.60 37.30 28.08... -508.09 13 6.5 64.1 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.26 1.23 1.18 1.03 0.83 112.50 78.12 46.87 46.87 46.87 46.87 46.87 50.85 57.11 60.52 54.78 46.52... -733.00 14 7.0 74.4 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.69 1.66 1.61 1.46' 1.26 144.70 102.27 62.97 62.97 62.97 62.97 62.97 68.16 76.99 82.53 77.53 70.49... -1056.77 15 7.5 89.1 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.26 2.23 2.18 2.03 1.83 187.50 134.37 84.37 84.37 84.37 84.37 84.37 91.18 103.44 111.79 107.76 102.36... -1537.93 16 8.0 111.3 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.08 3.05 3.00 2.85 2.65 249.04 180.53 115.15 115.15 115.15 115.15 115.15 124.28 141.45 153.86 151.23 148.18... -2319.50 17 8.5 533.3 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.26 5.23 5.18 5.03 4.83 412.50 303.13 196.88 196.88 196.88 196.88 196.88 212.18 242.43 265.59 266.68 269.89... -5171.33 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 18 of 51 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 19 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 ; Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C - HIGHLY EXPANSIVE SOIL OR NO DECK YSOIL 65 p H 8.5 ft RBB 0.0 ft R 5.0 ft Section 10 13 14 15 16 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 1 + Weight 64.09 74.42 89.07 111.32 533.32 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 40.3 -125.77 9 4.5 46.3 , -168.50 10 5.0 51.3 -241.97 11 5.5 53.0 -351.35 12 6.0 55.8 -508.09 113 6.5 64.1 0.60 r . 38.22 -733.00 14 7.0 74.4 1.03 0.72 65.73 53.50 -1056.77 15 7.5 8.9.1 1.60 1.29 0.89 ' 102.31 95.98 79.37 -1537.93 16 8.0 111.3 2.42 2.11 1.71 1.18 ... 154.90 157.04 152.46 130.82 -2319.50 17 8.5 533.3 4.60 4.29 3.89 3.35 1.65 ... 294.58 319.23 346.58 373.44 880.75 -5171.33 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 19 of 51 ON pool ennengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY Z--6" R.B.B. TABLE E - NON -EXPANSIVE SOIL FOIL 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t.d in. in. OTM I ft -Ib SOIL MR MT I ft -Ib ft -Ib V Ib Vertical Steel As int Ds in.P k fs psi SOIL fsa11 psi fc psi fcaii psi v psi Vail 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" 1 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 31 1.0 1.5 6.0 2.81 17 -69 -52 34 #3 @ 12" 0.110 1 0.3751 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 41 1.5 2.0 6.0 2.81 40 -78 -38 60 #3 @ 12" 0.1101 0.3751 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 0.3751 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 2.811 214 -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 3041#3 @ 12" 0.110 0.375 0.003 0.227 0.924 13817.5 20000.0 398.6 1125.0 9.0 55.0 101 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 6.0 2.81 832 -144 688 454 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 14792.4 20000.0 636.1 1125.0 13.4-55.0 12 5.5 6.0 6.5 3.31 1080 -154 926 540 #3 @ 6" 0.221 0.375 0.006 0.284 0.905 16778.5 20000.0 655.5 1125.0 13.6 55.0 13 6.0 6.5 7.0 3.81 1373 -179 1194 634 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 18683.0 20000.0 672.8 1125.0 13.9 55.0 14 6.5 7.01 8.0 4.811 1715 -236 1479 735 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 18160.7 20000.0 572.2 1125.0 12.7 55.0 15 7.0 7.5 8.5 5.311 2109 -335 1774 844 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 19668.7 20000.0 585.9 1125.0 13.21 55.0 161 7.5 8.0 9.5 6.311 2560 -484 20761 960 #3 @ 6" 0.221 0.375 0.003 0.216 0.928 19254.4 20000.0 520.5 1125.0 12.7 55.0 17 8.0 8.5 10.5 7.311 3071 -698 2373 1084 #3 @ 6" 0.221 0.375 0.003 0.202 0.933 18900.7 20000.0 470.7 1125.0 12.4 55.0 18 8.5 9.0 11.0 7.81 3645 -1001 2644 1215 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 19670.4 20000.0 472.2 1125.0 13.0 55.0 19 9.0 9.5 12.0 8.81 4287 -1429 2858 1354 #3 @ 6" 0.221 0.375 0.002 0.186 0.938 18781.4 20000.0 421.8 1125.0 12.8 55.0 20 9.5 10.0 12.0 8.81 5000 -2050 2950 1500,#3 @ 6" 0.221 0.375 o.d02 0.186 0.938 19390.6 20000.0 435.5 1125.0 14.2 55.0 21 10.0 10.5 12.0 8.81 5788-r--3035, 2753 16541#3 @ 6'. 0.221 0.375 0.002 0.186 0.938 18095.9 20000.0 406.4 1125.0 15.6 55.0 221 10.51 11.01 12.0 8.81 66551-63431 3121 18151#3 @ 6" 1 0.2211 0.3751 0.002 0.186 0.938 2053.61 20000.0 46.1 1125.0 17.2 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM @ Pool Engineering, Inc. 2016, Page 20 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS Z--6" R. 8.8. WALL LOADED BY EARTH PRESSURE TABLE NO. E - NON -EXPANSIVE SOIL YsoiL 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 37.50 39.06 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 37.5 0.50 0.39 0.25 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 9.38 -143.75 12 6.0 39.1 0.50 0.39 0.25 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 9.38 10.18 ... -153.93 13 6.5 42.1 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 11.16... -179.16 14 7.0 - 46.4 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.36 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 14.12... -236.39 15 7.5 52.0 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.49 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 19.17... -335.09 . 16 8.0 56.9 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.68 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 26.48... -483.55, 17 8.5 64.7 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 36.34... -697.91 18 9.0 74.1 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.26 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 49.24 ... -1001.29 19 9.5 83.9 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.69 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 66:01 ... -1429.10 20 10.0 96.5' 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.26 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 88.30 ... '-2049.53 21 10.5 118.2 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.08 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 120.36... -3034.66 22 11.0 493.1 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.26 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 205.49 ... -6342.53 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 21 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. Z-6" R.8.8. WALL LOADED BY EARTH PRESSURE TABLE NO. E - NON -EXPANSIVE SOIL YsoiL 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 +I Weight 42.08 46.35 52.02 56.92 64.69 74.14 83.89 96.52 118.19 493.11 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 37.5 -143.75 12 6.0 39.1 -153.93 13 6.5 42.1 0.30 ... 12.51 -179.16 14 7.0 46.4 0.37 0.33 ... 15.70 15.46 -236.39 15 7.5 52.0 0.50 0.46 0.42 ... 21.14 21.45 21.62 -335.09 16 8.0 56.9 0.69 0.65 0.60 0.48 ... 29.02 30.13 31.35 27.16 -483.55 17 8.5 64.7 0.94 0.90 0.86 0.73 0.56 ... 39.64 41.83 44.48 41.53 36.33 -697.91 18 9.0 74.1 1.27 1.23 1.19, 1.06 0.89 0.66 ... 53.53 57.13 61.65 60.32 57.69 49.22 -1001.29 19 9.5 83.9 1.70 1.66 1.61 1.49 1.32 1.09 0.78 ... 71.60 77.03 83.98 84.76 85.46 81.05 65.49 -1429.10 20 10.0 96.5 2.27 2.23 2.19 2.06 1.89 1.66 1.35 0.94 ... 95.61 103.48 113.67 117.24 122.38 123.36 113.36 90.86 -2049.53 21 10.5 118.2 3.09 3.05 3.01 2.88 2.71 2.48 2.17 1.76 1.22 ... 130.14 141.52 156.36 163.95 175.46 184.20 182.20 170.06 144.54 -3034.66 22 11.0 493.1 5.27 5.23 5.19 5.06 4.89 4.66 4.35 3.94 3.40 1.66 221.85 242.54 269.73 288.01 316.45 345.78 365.04 380.41 402.11 817.61 -6342.53 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 22 of 51 e■neFinc. ngineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 2'--6" R.B.B. TABLE F - EXPANSIVE SOIL )'so,L 45 pcf H 11.0 ft I RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As int Ds in. P k I'sfsa„ psi SOIL psi fc psi fca„ psi v psi va„ psi 1 0.0 0.5 12.0 8.81 1 -38 -371 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 0.9241 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 0.9241 4414.3 20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 2.811 322 -106 215 276.#3 @ 12" 0.110 0.375 0.0031 0.227 0.924 8998.3 20000.0 259.6 1125.0 8.2 55.0 8 3.5 4.01 6.0 2.811 480 -116 364 360 #3 @ 12" 0.110 0.375 0.0031 0.227 0.924 15228.0 20000.0 439.2 1125.0 10.7 55.0 91 4.0 4.5 6.5 3.31 683 -126 558 456 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 19675.5 20000.0 517.7 1125.0 11.51 55.0 101 4.5 5.0 6.5 3.31 938 -137 801 563 #3 @ 6" 0.221 0.375 0.006 0.284 0.905 14506.9 20000.0 566.81 1125.0 14.2 55.0 11 5.0 5.5 7.0 3.81 1248 -149 1099 681 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 17199.1 20000.0 619.3 1125.0 14.9 55.0 12 5.5 6.0 8.0 4.81 1620 -163 1457 810 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 17891.0 20000.0 563.7 1125.0 14.0 55.0 13 6.0 6.5 9.0 5.81 2060 -196 1864 951 #3 @ 6" 0.221 0.375 0.003 0.224 0.925 18822.2 20000.0 533.0 1125.0 13.6 55.0 14 6.5 7.0 9.0 5.81 2573 -263 2310 1103 #3 @ 4" 0.331 0.375 0.005 0.266 0.911 15794.6 20000.0 563.5 1125.0 15.8 55.0 15 7.0 7.5 9.0 5.81 3164 -371 2793 1266 #3 @ 4" 0.331 0.375 0.005 0.266 0.911 19098.6 20000.0 681.3 1125.0 18.1 55.0 161 7.5 8.0 10.0 6.81 3840 -531 3309 1440 #3 @ 4" 0.331 0.375 0.004 0.249 0.917 19184.3 20000.0 624.8 1125.0 17.61 55.0 17 8.0 8.5 11.0 7.81 4606 -760 3846 1626 #3'@ 4" 0.331 0.375 0.004 0.235 0.922 19339.4 20000.0 582.6 1125.0 17.3 55.0 18 8.5 9.0 12.0 8.81 5468 -1085 4383 1823 #3 @ 4" 0.331 0.375 0.003 0.223 0.926 19456.6 20000.0 547.6 1125.0 17.2 55.0 19 9.0 9.5 13.0 9.81 6430 -1543 4887 2031 #3 @ 4" 0.331 0.375 0.003 0.212 0.929 19413.3 20000.0 514.4 1125.01 17.2 55.0 20 9.5 10.0 14.0 10.81 7500 -2209 5291 2250 #3 @ 4" 0.331 0.375 0.003 0.203 0.932 19010.4 20000.0 477.2 1125.0 17.3 55.0 21 10.0 10.51 14.01 10.811 8682 -3269 5414 2481 #3 @ 4" 0.3311 0.3751 0.0031 0.203 0.932 19452.5 20000.0 488.3 1125.0 19.1 55.0 22 10.5 11,0T14,01 10.81 9983 -6970 3012 2723 #3 @ 4" 0.331 0.375 0.003 0.203 0.932 10822.8 20000.0 271.7 1125.0 21.0 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM @ Pool Engineering, Inc. 2016, Page 23 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS Z--6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE F - EXPANSIVE SOIL Ysoa 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 -► 0.5 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 39.06 40.63 42.19 46.88 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 39.1 0.50 0.39 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 10.18 -125.80 , 10 5.0 40.6 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 -136.81 11 5.5 42.2 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 0.28 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 11.87 -148.68 12 6.0 46.9 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 0.28 0.31 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 11.87 14.67... -163.35 13 6.5 52.8 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.29 0.30 0.31 0.34 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 11.16 12.02 12.93 15.84:.. -195.96 14 7.0 56.8 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.37 0.38 0.41 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 14.12 15.11 16.13 19.41 ... -262.61 15 7.5 57.9 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.50 0.51 0.54 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 19.17 20.36 21.59 25.47... -370.98 16 8.0 60.4 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.68 0.69 0.70 0.73 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 26.48 27.96 29.48 34.24... -530.76 17 8.5 67.9 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.94 0.95 0.98 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 36.34 38.22 40.13 46.07... -760.40 18 9.0 77.5 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.27 1.28 1.31 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 49.24 51.63 54.06 61.55 ... -1084.51 19 9.5 89.2 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.69 1.70 1.71 1.74 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 66.01 69.07 72.17 81.67... -1542.85 20 10.0 103.9 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.26 2.27 2.28 2.31 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 88.30 92.25 96.25 108.42... -2209.33 21 10.5 127.5 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.08 3.09 3.10 3.13 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 120.36 125.59 130.86 146.88 ... -3268.50 22 11.0 602.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.26 5.27 5.28 5.31 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 205.49 214.13 222.81 249.05 ... -6970.47 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 24 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. 2' 6" R.8.8. WALL LOADED BYEARTH PRESSURE TABLE F - EXPANSIVE SOIL Ysoa 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 •ft Section -s 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 52.77 56.77 57.87 60.38 67.90 77.48 89.23 103.89 127.46 602.25 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 39.1 -125.80 10 5.0 40.6 -136.81 11 5.5 42.2 -148.68 12 6.0 46.9 -163.35 13 6.5 52.8 0.37 ... 19.45 -195.96 14 7.0 56.8 0.44 0.40 ... 23.46 22.77 -262.61 15 7.5 57.9 0.57 0.53 0.46 ... 30.28 30.11 26.33 -370.98 16 8.0 60.4 0.76 0.72 0.64 0.50 ... 40.16 40.73 37.16 30.21 -530.76 17 8.5 67.9 1.01 0.97 0.89 0.75 0.58 ... 53.48 55.06 51.77 45.46 39.60 -760.40 18 9.0 77.5 1.34 1.30 1.22 1.08 0.91 0.69 ... 70.90 73.80 70.88 65.39 62.02 53.18 -1084.51 19 9.5 89.2 1.77 1.73 1.65 1.51 1.34 1.12 0.82 93.55 98.17 95.72 91.31 91.17 86.44 72.77 -1542.85 20 10.0 103.9 2.34 2.30 2.22 2.08 1.91 1.69 1.39 0.99 ... 123.67 130.57 128.75 125.76 129.92 130.66 123.69 102.96 -2209.33 21 10.5 127.5 3.16 3.12 3.05 2.90 2.73 2.51 2.21 1.81 1.28 ... 166.96 177.15 176.23 175.30 185.64 194.24 196.91 188.21 163.72 -3268.50 22 11.0 602.2 5.34 5.30 5.22 5.08 4.91 4.69 4.39 3.99 3.46 1.74 ... 281.97 300.87 302.36 306.89 333.63 363.10 391.37 414.63 441.51 1045.79 -6970.47 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 25 of 51 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK ,'SOIL 65 pcf H11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t in. dSOIL in. OTM ft -Ib MR MT ft -Ib ft -Ib V Ib Vertical Steel As in z Ds in. P k j fs psi SOIL fsall psi fc psi fca'i psi v psi va1l 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 -466.7 20000.0 -7.2 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 11 -59 -49 33 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2028.7 20000.0 -58.5 1125.0 1.0 55.0 3 1.0 1.5 6.0 2.81 37 -69 -32 73 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 4 1.5 2.0 6.0 2.81 87 -78 9 130 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 357.0 20000.0 10.3 1125.0 3.9 55.0 5 2.0 2.5 6.0 2.81 169 -88 82 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 293 -97 196 293 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8175.6 20000.0 235.8 1125.0 8.7 55.0 7 3.0 3.5 6.5 3.31 464 -107 357 398 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 12611.4 20000.0 331.8 1125.0 10.0 55.0 8 3.5 4.01 7.5 . 4.31 693 -120 5731 520 #3 @ 12" 0.110 0.375 0.002 0.188 0.937 15413.8 20000.0 350.3 1125.0 10.0-55.0 91 4.0 4.5 8.5 5.31 987 -137 851 658 #3 @ 12" 0.110 0.375 0.002 0.171 0.943 18448.9 20000.0 373.9 1125.0 10.3 55.0 10 4.5 5.0 8.5 5.31 1354 -155 1199 813 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 13289.5 20000.0 395.9 1125.0 12.7 55.0 11 5.0 5.5 9.5 6.31 1802 -176 1626 983 #3 @ 6" 0.221 0.375 0.003 0.216 0.928 15076.9 20000.0 407.6 1125.0 13.0 55.0 12 5.5 6.0 10.5 7.31 2340 -203 2137 1170 #3 @ 6" 0.221 0.375 0.003 0.202 0.933 17026.9 20000.0 424.0 1125.0 13.3 55.0 13 6.0 6.5 11.5 8.31 2975 -249 2726 1373 #3 @ 6" 0.221 0.375 0.002 0.191 0.9361 19023.8 20000.0 4411.2 1125.0 13.8 55.0 14 6.5 7.0 11.5 8.31 3716 -336 3380 1593 #3 @ 3" 0.442 0.375 0.004 0.259 0.9141 12086.5 20000.0 414.1 1125.0 16.0 55.0 151 7.0 7.5 11.5 8.31 4570 -471 4099 1828 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 14657.5 20000.0 502.2 1125.0 18.3 55.0 16 7.5 8.0 11.5 8.31 5547 -667 4880 2080 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 17448.9 20000.0 597.9 1125.0 20.9 55.0 17 8.0 8.5 12.5 9.31 6653 -940 5713 2348 #3 @ 3" 0.442 0.375 0.004 0.246 0.918 18152.5 20000.0 582.8 1125.0 21.0 55.0 18 8.5 9.0 13.5 10.31 7898 -1322 6576 2633 #3 @ 3" 0.442 0.375 0.004 0.236 0.921 18796.7 20000.0 569.5 1125.0 21.3 55.0 19 9.0 9.5 14.5 11.31 9288 -1858 7430 2933 #3 @ 3" 0.442 0.375 0.003 0.226 0.925 19296.9 20000.0 554.9 1125.0 21.6 55.0 20 9.5 10.0 15.5 12.31 10833 -2633 8201 3250 #3 @ 3" 0.442 0.375 0.003 0.218 0.927 19510.2 20000.0 534.9 1125.0 22.0 55.0 21 10.0 10.51 16.0 12.81 12541 -3855 86861 3583 #3 @ 3" 0.442 -0.3751 0.003 0.2141 0.9291 19831.6 20000.0 531.7 1125.0 23.3 55.0 221 10.5 11.0 16.0 12.81 14419 -8178 6242 3933 #3 @ 3" 0.4421 0.3751 0.003 0.2141 0.9291 14250.1 20000.0 382.1 1125.0 25.6 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM @ Pool Engineering, Inc. 2016, Page 26 of 51 p00' 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS 2'--6" R. 8.8. WALL LOADED BY EARTH PRESSURE TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK VsoiL 65 pcf H 11.0 ft R88 2.5 ft R ' 5.0 ft Section -. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 01 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 .39.06 43.75 50.00 53.13 56.25 62.50 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 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 10.18 -107.05 8 4.0 43.8 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 -119.84 9 4.5 50.0 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 -136.52 10 5.0 53.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 -155.34. 11 5.5 56.3 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 -176.45 12 6.0 62.5 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 0.42 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 26.06... -202.52 13 6.5 68.3 0.53 0.41 0.28 0.28 0.28 0.28 0.29 0.32 0.36 0.38 0.40 0.44 s 39.38 23.28 10.31 10.31 10.31 10.31 11.16 13.88 17.94 20.15 22.53 27.63 ... -249.47 14 - 7.0 72.5 0.60 0.49 0.35 0.35 0.35 0.35 0.36 0.39 0.43 0.46 0.48 0.52 45.08 27.56 13.16 13.16 13.16 13.16 14.12 17.20 21.74 24.18 26.80 32.38... -335.76 15 7.5 73.9 0.73 0.62 0.48 0.48 0.48 0.48 0.49 0.52 0.56 0.58 0.61 0.65 54.77 34.83 18.01 18.01 18.01 18.01 19.17 22.86 28.20 31.05 34.07 40.46... -471.22 16 8.0 75.9 0.92 0.81 0.67 0.67 0.67 0.67 0.68 0.71 0.75 0.77 0.79 0.83 68.81 45.36 25.03 25.03 25.03 25.03 26.48 31.04 37.56 40.99 44.60 52.15... -666.95 17 8.5 79.1 , 1.17 1.06 0.92 0.92 0.92 0.92 0.93 0.96 1.00 1.02 1.05 1.09 87.74 59.56 34.50 34.50 34.50 34.50 36.34 42.09 50.18 54.40 58.80 67.93... -940.38 18 9.0 87.4 1.50 1.39 1.25 1.25 1.25 1.25 1.26 1.29 1.33 1.35 1.38 1.42 112.50 78.12 46.87 46.87 46.87 46.87 49.24 56.53 66.69 71.94 77.37 88.56... -1321.71 19 9.5 99.8 1.93 1.82 1.68 1.68 1.68 1.68 1.69 1.72 1.76 ' 1.78 1.80 1.85 144.70 102.27 62.97 62.97 62.97 62.97 66.01 75.31 88.15 94.75 101.51 115.39... -1857.93 20 10.0 114.9 2.50 2.39 2.25 2.25 2.25 2.25 2.26 2.29 2.33 2.35 2.38 2.42 187.50 134.37 84.37 84.37 84.37 84.37 88.30 100.28 116.69 125.07 133.62 151.06... -2632.53 21 10.5 139.4 3.32 3.21 3.07 3.07 3.07 3.07 3:08 3.11 3.15 3.17 3.20 3.24 249.04 180.53 115.15 115.15 115.15 115.15 120.36 136.18 157.72 168.66 179.77 202.35 ... -3854.76 22 11.0 711.6 5.50 5.39 5.25 5.25 5.25 5.25 5.26 5.29 5.33 5.35 5.38 5.42 412.50 303.13 196.88 196.88 196.88 196.88 205.49 231.53 266.69 284.44 302.37 338.56 ... -8177.64 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 27 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. 2' 6" R.8.8. WALL LOADED BY EARTH PRESSURE TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK Ysoa 65 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 1 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 + Weight 68.32 72.49 73.87 75.92 79.10 87.42 99.78 114.89 139.36 711.60 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 39.1 -107.05 8 4.0 43.8 -119.84 9 4.5 50.0 -136.52 10 5.0 53.1 -155.34 11 5.5 56.3 -176.45 12 6.0 62.5 -202.52 13 6.5 68.3. 0.47 ... 32.26 -249.47 14 7.0 72.5 0.55 0.50 ... 37.45 36.60 -335.76 15 7.5 73.9 0.68 0.63 0.56 ... 46.28 45.97 41.50 -471,22 16 8.0 75.9 0.86 0.82 0.75 0.60 ... 59.07 59.54 55.32 45.93 -666.95 17 8.5 79.1 1.12 1.07 1.00 0.86 0.66 ... 76.31 77.84 73.97 65.09 52.15 -940.38 18 9.0 87.4 1.45 1.40 1.33 1.19 0.99 0.75 ... 98.87 101.77 98.36 90.16 78.26 65.85 -1321.71 19 9.5 99.8 1.88 1.83 1.76 1.62 1.42 1.18 0.89 ... 128.20 132.89 130.07 122.75 112.22 103.37 88.45 -1857.93 20 10.0 114.9 2.45 2.40 2.33 2.19 1.99 1.75 1.46 1.07 ... 167.19 174.26 172.22 166.08 157.36 153.26 145.40 122.36 -2632.53 21 10.5 139.4 3.27 3.22 3.15 3.01 2.81 2.57 2.28 1.89 1.36 223.24 233.74 232.84 228.38 222.27 224.99 227.27 216.63• 190.21 -3854.76 22 11.0 711.6 5.45 5.40 5.33 5.19 4.99 4.75 4.46 4.07 3.54 1.80 ... 372.14 391.73 393.83 393.85 394.68 415.51 444.75 467.02 493.92 1278.01 -8177.64 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 28 of 51 pool 1201 N. Tustin Avenue 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 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM . © Pool Engineering, Inc. 2016, Page 29 of 51 pool 1201 N. Tustin Avenue i engineering Anaheim, CA 92807 , I inc. Fax: (714) 630-6114 ' Phone: (714) 630-6100 , ' .SWIMMING POOL CALCULATIONS NOTATION .l specific compressive strength of concrete (psi) weight of concrete (pcf) fce„ = 0.45f,' : allowable extreme fiber stress in compression for concrete (psi) V, = 1.1 f�: permissible shear stress carried by concrete (psi) Ec = 51000J, : 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) Ys : equivalent fluid pressure of soil (pcf) ' n = Es C : modular ratio of elasticity . 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) - t : thickness of pool wall at particular height (in) ` d = t - cover - (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) . A : top depth of particular section (ft) 02 : bottom depth of particular section`(ft) 1 , OTMso,L = 6 ys H2 : over-turning moment (ft-lbs) Vsay = Hz2 : shear (Ibs) Ys MR ` ' 2 , : Moment Resisting (ft-Ibs) OTMioad : over-turning moment due to additional vertical load (ft-Ibs) - SEE BOUSSINESQ ANALYSIS V,oad : shear due to additional vertical load (Ibs) - SEE BOUSSINESQ ANALYSIS MT = OTMsoiL + OTMioad + MR : Net Moment (ft-Ibs) ' VT = VsOiL + Vioad : Net Shear (Ibs) , AS : area of nonprestressed tension reinforcement (in2) DS : Diameter of reinforcement (in) A P., bd • : ratio of tension reinforcement k= (pn)2+2pn—pn j=1—'3 fs = A Td sl : average.stress in the steel (psi) fc = k T 2 : maximum compressive stress at the top of the compressive zone (psi) u = bd : design shear stress (psi) ' r W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 30 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone (714) 630-6100 TYPICAL 2 STORY FOOTING SURCHARGE FOUNDATION PRESSURE: 1500psf a RESULTANT = 1500psf(1.Oft) QL= 1500pif W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf - r 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 31 of 51 { - r 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 31 of 51 pool1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS . SECTION 13, NO RAB. FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results.shown in summary tables. N f, = 2500 psi . wc = 150 pcf , fce„ = 0.45fc' = 1125 psi 55.0 psi Er= 57000 f, 2850000 psi ` fy = 40000 psi ' - fsan = 20000 psi + E, = 2.9E+07 psi 7S = 45 pcf n = ES/EC = 10.18 b = 12 in cover = . 3 in r - H= 8.5 ft . Try wall thickness t = 9.5 in , at a depth of H2 = 6.5 ft Try vertical steel = #3 @ 6" DS = 0.375 in AS = 0.221 in` d = t - cover - (DS/2) = 6.31 in OTMso,L = rs H2 = 2060 ft -Ib Overturning moment due to earth pressure usoiL 2 Ys H2 = 951 Ib Shear due to earth pressure i _ W:\Details\ReleaselCalcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 32 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 ' inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.8.8.. FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER ' 'Demonstrating methodology used to calculate results shown in summary tables. OTM,oad = 805 ft-Ib Overturning moment due to building surcharge MR = -735 ft-lb Resisting moment due to weight of pool wall. - (wall loaded by earth pressure and building surcharge) MT = OTMsoii + OTMioad+ MR = 2130 ft-Ib SEE POOL WALL SUMMARY Vioad = 280 Ib Shear due to building surcharge VT = Vsoii + Vioad = 1231 Ib p A - bd = 0.003 k = (pn)Z +2pn —,on = 0.227 j=1-3 = 0.924 fs = A rd = 19828.1 psi < 20000 psi . OK 51 fc = j k b dZ = 510.4 psi < ~900 psi OK F v= bd = 16.2 psi < 49.2 psi OK W:\Details\Release\Calcs 2016\100NC CBC2016 [vl.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 33 of 51 pool 1201 N. Tustin Avenue - 1 a engineering Anaheim, CA 92807 Fax: (714) 630-6114 , inc. f Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. i RESISTING MOMENT METHODOLOGY FOOTING SURCHARGE -TABLED - 3.00 FT. FROM WATER WALL LOADED BY EARTH PRESSURE AND 2 -STORY BUILDING SURCHARGE • - A,= 0.500 11 O 1.500 • " W,= 75.00 Ib M,= -112.50 ft -Ib " - As= 0.375f2 1.389 - ,� W2= 56.25 lb - - - Ms= .78.12 ft -Ib " Ay= 0.250 fh O 1.250 " Wy= 37.50 Ib . , My= -46.87 fl -Ib . ' A. 0.250 ft2 O 1.250 1 37.50 Ib _ M.- -46.87 fl -Ib W . Ay= 0.250 ft (D 1.250 Wy= 37.50 Ib - ' My= -46.87 fl -Ib A.- 0.250 e © 1.250 - " We 37.50 Ib " Me -46.87 ft4b _ A,= 0.250 0= O 1.250 " Wr= 37.50 Ib - • M,= -46.87 &!b Ay= 0.269 82 (D 1.261 Wa- 4033 lb _ Me= -50.85 ft4b - Aee 0.309 fly 1.233 ' We 46.33 lb Me -57.11 ft4b " " A,e= 0.342 r? 1.181 W,o= 51.27 lb « M,e= -60.52 ft4b " A„= 0.357 1/ 1.037 - - W„= 53.49 lb • - M„= -55.48 ft -Ib A,i= 0.388 e 0 0. 9 ” Wi:= 58.16 Ib - • -49.37 ft -Ib .. , Ala= 0.414 f2 (90.585 Wu= 62.171b Mue -36.36 ft -Ib A ' RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+M10+M11+M12+M13 = -734.68 ft -Ib WADetails\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 34 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER i'soa 45 pid I H 8.5 ft I R88 0.0 ft R 5.0 ft Section H1 ft. H2 ft. t in. d in. c in. SOIL LOADS SOIL+LOADS Vertical Steel As int Ds in. OTM ft -Ib V Ib OTM ft Ib V Ib MR ft Ib MT ft -Ib VT Ib 1 0.0 0.5 12.01 8.81 8.63 1 6 0 0 -38 -37 6 #3@ 12" 0.110 0.375 2 0.5 1.0 6.0 2.81 2.63 8 23 0 0 -59 -52 23 #3 @ 12" 0.110 0.375 3 1.0 1.5 6.0 2.81 2.63 25 51 1 7 -69 -42 58 #3 @ 12" 0.110 0.375 4 1.5 2.0 6.0 2.81 2.63 60 90 9 28 -78 -9 118 #3 @ 12" 0.110 0.375 5 2.0 2.5 6.0 2.81 2.63 117 141 31 62 -88 61 203 #3 @ 12" 0.110 0.375 6 2.5 3.0 6.0 2.81 2.63 203 203 72 102 -97 178 305 #3 @ 12" 0.110 0.375 7 3.0 3.5 6.0 2.81 2.63 322 276 133 140 -106 348 416 #3 @ 12" 0.110 0.375 8 3.5 4.0 7.0 3.81 3.63 480 360 212 176 -126 566 536 #3 @ 12" 0.110 0.375 9 4.0 4.5 8.0 4.81 4.63 683 456 308 206 -168 823 662 #3 @ 12" 0.110 0.375 10 4.5 5.0 8.0 4.81 4.63 938 563 417 231 -242 1113 794 #3 @ 6" 0.221 0.375 11 5.0 5.5 8.5 5.31 5.13 1248 681 538 251 -352 1434 932,#3 @ 6" 0.221 0.375 12 5.5 6.0 8.5 5.31 5.13 1620 810 668 268 -511 1777 1078 #3 @ 6" 0.221 0.375 13 6.0 6.51 9.51 6.31 6.13 2060 951 8051 280 -735 2130 1231 #3 @ 6" 0.221 0.375 14 6.5 7.0 10.5 7.31 7.13 2573 1103 948 291 -1055 2466 1394 #3 @ 6" 0.221 0.375 15 7.0 7.5 11.5 8.31 8.13 3164 1266 1095 299 -1529 2730 1565 #3 @ 6" 0.221 0.375 16 7.5 8.0 11.5 8.31 8.13 3840 1440 1246 305 -2297 27891745 #3 @ 6" 0.221 0.375 1 7 8.0 8.5 11.5 8.31 8.13 4606 1626 1400 310 -50051 1001 1936 #3 @ 6" 0.221 0.375 Section H1 ft. H2 ft. t in. d in. c in. SOIL+LOADS k fs fsa11 j psi psi fc psi fceli psi v psi Vailp psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -473.3 20000.0 -6.9 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 2.63 0.003 0.238 0.921 -2176.8 20000.0 -59.8 1125.0 0.7 55.0 3 1.0 1.5 6.0 2.81 2.63 0.003 0.238 0.921 -1780.8 20000.0 -48.9 1125.0 1.7 55.0 4 1.5 2.0 6.0 2.81 2.63 0.003 0.238 0.921 -382.9 20000.0 -10.5 1125.0 3.5 55.0 5 2.0 2.5 6.0 2.81 2.63 0.003 0.238 0.921 2546.6 20000.0 70.0 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 2.63 0.003 0.238 0.921 7453.7 20000.0 204.8 1125.0 9.0 55.0 7 3.0 3.5 6.0 2.81 2.63 0.0031 0.238 0.921 14616.2 20000.0 401.6 1125.0 12.3 55.0 8 3.5 4.0 7.0 3.81 3.63 0.002 0.209 0.930 17342.2 20000.0 401.5 1125.0 11.7 55.0 9 4.0 4.5 8.0 4.81 4.63 0.002 0.188 0.937 19821.4 20000.0 403.3 1125.0 11.5 55.0 10 4.5 5.0 8.0 4.81 4.63 0.004 0.255 0.915 13723.8 20000.0 412.2 1125.0 13.7 55.0 11 5.0 5.5 8.5 5.31 5.13 0.003 0.244 0.919 15963.8 20000.01 453.1 1125.0 14.6 55.0 12 5.5 6.0 8.5 5.31 5.13 0.003 0.244 0.919 19784.5 20000.0 561.6 1125.0 16.9 55.0 13 6.0 6.5 9.5 6.31 6.13 0.003 0.227 0.924 19828.1 20000.0 510.4 1125.0 16.2 55.0 14 6.5 7.0 10.5 7.31 7.13 0.003 0.212 0.929 19714.8 20000.0 467.3 1125.0 15.9 55.0 15 7.0 7.5 11.5 8.31 8.13 0.002 0.201 0.933 19122.1 20000.0 422.0 1125.0 15.7 55.0 16 7.5 8.0 11.5 8.31 8.13 0.002 0.201 0.933 19530.8 20000.0 431.0 1125.0 17.5 55.0 17 8.0 8.5 11.5 8.31 8.13 0.002 0.201 0.933 7011.9 20000.0 154.7 1125.0 19.4 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 35 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. ' (OFFSETS EARTH PRESSURE MOMENTS AND FOOTING SURCHARGE) TABLE D - 3.00 FT. FROM WATER ysoL 45 pcf H 8.5 ft R88 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 1 + Weight 75.00 56.25 37.50 37.50 '37.50 37.50 37.50 40.33 46.33 51.27 53.49 58.16 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 .40.3 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.53 -125.77 9 4.5 46.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.36 0.33 45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.59 15.46 -168.50 10 5.0 51.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.46 0.41 54.77 34.83 18.01 18.01 18.01 18.01 18.01 19.80 21.45 21.06 -241.97 11 5.5 53.5 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.68 0.65 0.60 0.45 68.81 45.36 25.03 25.03 25.03 25.03 25.03 27.35 30.11 30.66 24.32 -351.74 12 6.0 58.2 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.93 0.90 0.85 0.71 0.52 87.74 59.56 34.50 34.50 34.50 34.50 34.50 37.53 41.81 43.60 37.82 30.17... -510.70 13 6.5 62.2 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.26 1.23 1.18 1.04 0.85 112.50 78.12 46.87 46.87 46.87 46.87 46.87 50.85 57.11 60.52 55.48 49.37... -734.68 14 7.0 70.9 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.69 1.66 1.61 1.47 1.28 144.70 102.27 62.97 62.97 62.97 62.97 62.97 68.16 76.99 82.53 78.44 74.34... -1054.66 15 7.5 85.3 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.26 2.23 2.18 2.04 1.85 187.50 134.37 84.37 84.37 84.37 84.37 84.37 91.18 103.44 111.79 108.97 107.53... -1528.86 16 8.0 107.2 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.08 3.05 3.00 2.86 2.67 249.04 180.53 115.15 115.15 115.15 115.15 115.15 124.28 141.45 153.86 152.86 155.25... -2297.45 17 8.5 465.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.26 5.23 5.18 5.04 4.85 412.50 303.13 196.88 196.88 196.88 196.88 196.88 212.18 242.43 265.59 269.43 282.01 ... -5004.80 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 36 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS AND FOOTING SURCHARGE) TABLE D - 3.00 FT. FROM WATER ysoiL 45 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Section .13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 1 + Weight 62.17 70.92 85.33 107.23 465.20 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 40.3 -125.77 9 4.5 46.3 -168.50 10 5.0 51.3 -241.97 11 5.5 53.5'. -351.74 12 6.0 58.2 -510.70 13 6.5 62.2 0.58 ... 36.36 -734.68 14 7.0 70.9 1.01 0.70 ... 63.05 49.32 -1054.66 15 7.5 85.3 1.58 1.27 0.87 , - ... 98.53 89.79 73.89 -1528.86 16 8.0 107.2 2.41 2.09 1.69 1.15 ... 149.54 147.98 143.91 123.03 -2297.45 17 8.5 465.2 4.58 4.27 3.87 3.33 1.63 ' ... 285.03 302.55 329.88 356.73 758.97 -5004.80 _ W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM 0 Pool Engineering, Inc. 2016, Page 37 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 SOIL Phone: (714) 630-6100 POOL WALL SUMMARY FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER YSOIL 65 pcf H 8.5 ft R88 0.0 ft 1 5.0 ft Section H1 ft. H2 ft. t in. d in. c in. SOIL LOADS SOIL+LOADS Vertical Steel As in Ds in. OTM ft -Ib V Ib OTM ft -Ib V Ib MR ft -Ib MT ft -Ib VT Ib 1 0.0 0.5 12.0 8.81 8.63 1 8 0 0 -38 -36 8 #3 @ 12" 0.110 0.375 2 0.5 1.0 8.0 4.81 4.63 11 33 0 0 -64 -53 33 #3 @ 12" 0.110 0.375 3 1.0 1.51 8.0 4.81 4.63 37 73 1 7 -81 -43 80 #3 @ 12" 0.110 0.375 4 1.5 2.0 8.0 4.81 4.63 87 130 9 28 -97 -2 158 #3 @ 12" 0.110 0.375 5 2.0 2.5 8.0 4.81 4.63 169 203 31 62 -114 86 265 #3 @ 12" 0.110 0.375 6 2.5 3.0 8.0 4.81 4.63 293 293 72 102 -131 234 395 #3 @ 12" 0.110 0.375 7 3.0 3.5 8.0 5.31 5.13 464 398 133 140 -147 450 538 #3 @ 12" 0.110 0.375 8 3.5 4.0 9.0 6.31 6.13 693 520 212 176 -176 729 696 #3 @ 12" 0.110 0.375 9 4.0 4.5 10.0 7.31 7.13 987 658 308 206 -234 1061 864 #3 @ 12" 0.110 0.375 10 4.5 5.0 10.0 7.31 7.131 1354 813 417 231 -330 1441 1044 #3 @ 6" 0.221 0.375 11 5.0 5.5 10.5 7.31 7.13 1802 983 538 251 -472 1869 1234 #3 @ 6" 0.221 0.375 12 5.5 6.0 10.5. 8.31 8.13 2340 1170 668 268 -674 2334 1438.#3 @ 6" 0.221 0.375 13 6.0 6.5 11.5 9.31 9.13 2975 1373 805 280 -957 2823 1653 #3 @ 6" 0.221 0.375 14 6.5 7.0 12.5 10.31 10.13 3716 1593 948 291 -1359 3305 1884 #3 @ 6" 0.221 0.375 15 7.017.5 11.31 13.5 10.81 10.63 4570 1828 1095 299 -1948 3717 2127 #3 @ 6" 0.221 0.375 16 7.5 8.0 13.5 11.31 11.13 5547 2080 1246 305 -2894 3899 2385 #3 @ 6" 0.221 0.375 171 8.01 8.5 13.5 11.311 11.131 6653 2348 1400 310 -6247 1807 2658 #3 @ 6" 0.221 0.375 Section H1 ft. H2 ft. t in d in. c in.p SOIL+LOADS k j fs psi fsall psi fc psi fce„ psi v psi Vail psi 1 0.0 0.5 12.01 8.81 8.63 0.001 0.143 0.952 -467.9 20000.0 -6.8 1125.0 0.1 55.0 2 0.5 1.0 8.0 4.81 4.63 0.002 0.188 0.937 -1277.9 20000.0 .-26.0 1125.0 0.6 55.0 3 1.0 1.5 8.0 4.81 4.63 0.002 0.188 0.937 -1035.5 20000.0 -21.1 1125.0 1.4 55.0 4 1.5 2.0 8.0 4.81 4.63 0.002 0.188 0.937 -37.5 20000.0 -0.8 1125.0 2.7 55.0 5 2.0 2.5 8.0 4.81 4.63 0.002 0.188 0.937 2080.6 20000.0 42.3 1125.0 4.6 55.0 6 2.5 3.0 8.0 4.81 4.63 0.002 0.188 0.937 5634.8 20000.0 114.6 1125.0 6.8 55.0 7 3.0 3.5 8.0 5.31 5.13 0.002 0.180 0.940 9795.7 20000.0 188.7 1125.0 8.4 55.0 8 3.5 4.0 9.0 6.31 6.13 0.001 0.166 0.945 13283.0 20000.0 232.9 1125.0 9.2 55.0 9 4.0 4.5 10.0 7.31 7.13 0.001 0.156 0.948 16626.8 20000.0 269.1 1125.0 9.8 55.0 10 4.5 5.0 10.0 7.31 7.13 0.003 0.212 0.929 11519.3 20000.0 273.0 1125.0 11.9 55.0 11 5.0 5.5 10.5 7.31 7.13 0.003 0.212 0.929 14940.6 20000.0 354.1 1125.0 14.1 55.0 12 5.5 6.0 10.5 8.31 8.13 0.002 0.201 0.933 16346.6 20000.0 360.7 1125.0 14.4 55.0 13 6.0 6.5 11.5 9.31 9.13 0.002 0.191 0.936 17585.1 20000.0 364.4 1125.0 14.8 55.0 14 6.5 7.0 12.5 10.31 10.13 0.002 0.182 0.939 18536.3 20000.0 363.1 1125.0 15.2 55.0 15 7.0 7.5 13.5 10.81 10.63 0.002 0.178 0.941 19856.9 20000.0 378.9 1125.0 16.4 55.0 16 7.5 8.0 13.5 11.31 11.13 0.002 0.175 0.942 19882.3 20000.0 370.1 1125.0 17.6 55.0 17 8.0 8.5 13.5 11.31 11.13 0.002 0.175 0.942 9212.0 20000.0 171.5 1125.0 19.6 55.0 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM @ Pool Engineering, Inc. 2016, Page 38 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS (OFFSETS EARTH PRESSURE MOMENTS) FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER ' • YSOIL 65 pcf H 8.5 ft R88 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 1 + Weight 75.00 62.50 50.00 50.00 50.00 50.00 50.00 52.77 58.71 63.98 66.45 71.51 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 62.5 0.50 0.42 37.50 26.39 -63.89 3 1.5 50.0 0.50 0.42 0.33 37.50 26.39 16.67 -80.56 4. 2.0 .50.0 0.50 0.42 0.33 0.33 37.50 26.39 16.67 16.67 -97.22 5 2.5 50.0 0.50 0.42 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 -113.89 6 3.0 50.0 0.50 0.42 0.33 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 16.67 -130.56 7 3.5 50.0 0.50 0.42 0.33 0.33 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 16.67 16.67 -147.22 8 4.0 52.8 0.53 0.45 0.36 0.36 0.36 0.36 0.36 0.37 39.38 27.96 17.92 17.92 17.92 17.92 17.92 19.45 -176.39 - 9 4.5 58.7 0.60 0.52 0.43 0.43 0.43 0:,43 0.43 0.44 0.41 45.08 32.70 21.72 21.72 21.72 21.72 21.72 23.46 24.34 -234.16 10 5.0 64.0 0.73 0.65 0.56 0.56 0.56 0.56 0.56 0.57 0.54 0.50 ' 54.77 40.78 28.18 28.18 28.18 28.18 28.18 30.28 31.93 31.71 -330.38 11 5.5 66.4 0.92 0.84 0.75 0.75 0.75 0.75 0.75 0.76 0.73 0.68 0.54 68.81 52.48 37.54 37.54 37.54 37.54 37.54 40.16 42.91 43.68 35.97 -471.69 12 6.0 71.5 1.17 1.09 1.00 1.00 1.00 1.00 1.00 1.01 0.98 0.94 0.79 0.61 87.74 68.26 50.16 50.16 50.16 50.16 50.16 53.48 57.73 59.83 52_.75 43.49... -674.07 13 6.5 76.3 1.50 1.42 1.33 1.33 1.33 1.33 1.33 1.34 1.31 1.27 1.12 0.94 112.50 88.89 66.67 66.67 66.67 66.67 66.67 70.90 77.11 80.95 74.68 67.10... -957.35 14 7.0 85.7 1.93 1.85 1.76 1.76 1.76 1.76 1.76 1.77 1.74 1.69 1.55 1.37 144.70 115.72 88.13 88.13 88.13 88.13 88.13 93.55 102.31 108.42 103.21 97.80... -1358.86 15 7.5 100.2 2.50 2.42 2.33 2.33 2.33 2.33 2.33 2.34 2.31 2.27 2.12 1.94 187.50 151.39 116.67 116.67 116.67 116.67 116.67 123.67 135.82 144.93 141.13 138.61 ... -1948.16 16 8.0 123.5 3.32 3.24 3.15 3.15 3.15 3.15 3.15 3.16 3.13 3.09 2.94 2.76 249.04 202.67 157.69 157.69 157.69 157.69 157.69 166.96 183.99 197.43 195.66 197.29 ... -2893.68 17 '8.5 574.0 5.50 5.42 5.33 5.33 5.33 5.33 5.33 5.34 5.31 5.27 5.12 4.94. 412.50 338.89 266.67 266.67 266.67 266.67 266.67 -281.97 311.93 336.87 340.48 353.15 ... -6246.51 W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf ,11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 39 of 51 pool1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 • RESISTING MOMENTS cont. NO R.B.B. ' (OFFSETS EARTH PRESSURE MOMENTS) FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER YsoiL 65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section --► 13 14 15 16 17 RM H2-= 6.5 7.0 7.5 8.0 8.5 j Weight 76.31 85.70 100.20 123.46 573.97 1 0.5 75.0 ' -37.50 2 1.0 62.5 -63.89 3 1.5 50.0 -80.56 4 2.0 50.0 -97.22 5 2.5 50.0 -113.89 _. .6 3.0 50.0 -130.56 7 3.5 50.0 -147.22 ' 8 4.0 52.8 -176.39 9 4.5 58.7 ' -234.16 10 5.0 64.0 ' -330.38 11 5.5 66.4 - 471.69 12 6.0 71.5 -674.07 13 6.5 76.3 0.68 - 51.88 -957.35 14 7.0 85.7 1.11 0.79 ... 84.64 67.87 -1358.86 15 7.5 100.2 1.68 1.36 0.97 ... 128.19 116.77 96.82 -1948.16 16 8.0 123.5 2.50 2.18 .1.79 1.26 190.80 187.09 179.04 155.23 -2893.68 17 8.5 574.0. 4.68 4.36 3.97 3.44 1.72 • ... 357.10 373.86 397.43 424.30 984.69 -6246.51 W:\Details\Release\Calcs 2016\10ONC CBC2016 [vl.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 40 of 51 i pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 BOUSSINESQ RESULTS NO R.B. B. ~ FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER XL = varies P YL = 3.25 ft P= 1500 Ib Sec H1 ft. H2 ft. z ft. a,, psf VLOAD 1b OTMLOAD Ib 1 0.0 0.5 0.01 0.0 0 0 2 0.5 1.0 0.01 0.0 01 0 3 1.0 1.5 0.51 26.5 7 1 4 1.5 2.0 1.01 59.5 28 9 5 2.0 2.5 1.51 76.9 62 31 6 2.5 3.0 2.01 80.5 102 72 7 3.0 3.5 2.5 75.2 140 133 8 3.5 4.0 3.0 65.7 176 212 9 4.0 4.5 3.5 55.1 206 308 10 4.5 5.0 4.0 45.0 231 417 11 5.0 5.5.4.5 36.2 251 538 121 5.5 6.0 5.0 28.9 268 668 13 6.0 6.5 5.5 22.9 280 805 14 6.5 7.0 6.0 18.0 291 948 15 7.0 7.5 6.5 14.1 299 1095 16 7.5 8.0 7.0 11.0 305 1246 17 8.0 8.5 7.5 8.5 310 1400 - - - - - - - - - - Y 3y2z-(I-2µ)• y2 -z + 2x _z [L 2.n L� � paZ z Boussinesq equation for point load (Das, pg. 123-1251 Line Load approximated by a series of point loads parallel to pool wall. • 2 = P 3y2z-(I-2µ)• y2 -z + 2x _z [L 2.n 0 -r 2. (L+ z) L3 r2 2 'Das, B. M. (2000). Fundamentals of Geotechnical Engineering 1st ed. USA: Brooks/Cole, A Division of Thomson Learning. W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 41 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 t '. STRUCTURAL CALCULATIONS J • SWIMMING POOL CALCULATIONS SHALLOW/DEEP END RAMP METHODOLOGY r The following pages demonstrate the basic calculations which are summarized 4 in the Pool Wall Summary Tables W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 42 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION specific compressive strength of concrete (psi) wc' : weight of concrete (pcf) fce„ = 0:45f,' : allowable extreme fiber stress in compression for concrete (psi) vc = 1.1 fc : permissible shear stress carried by concrete (psi) E� = 57000 fc' : 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) Ys : equivalent fluid pressure of soil (pcf) n = Es : modular ratio of elasticity EC 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) t : thickness of pool wall at particular height (in) d, = 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 dz = cover + (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist water pressure H, : top depth of particular section (ft) HZ : bottom depth of particular section (ft) HW : water depth (ft) OTM = 1yHZ�, : over -turning moment (ft -lbs) V= 2 yH' MR. : shear (lbs) : Moment Resisting (ft -lbs) MT = OTM + MR : Net Moment (ft -lbs) VT = V : Net Shear (Ibs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) P = A. : ratio of tension reinforcement k= (pn) +2pn—pn j=1-3 fs = Mr : average stress in the steel (psi) .Ald fc = �M,2 : maximum compressive stress at the top of the compressive zone (psi) V = VT: design shear stress (psi) bd- W:\Details\Release\Calcs 2016\100NC CBC2016 [yl.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 43 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE SHALLOVL r . LOAD DIAGRAM DUE TO EARTH PRESSURE t W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf n 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 44 of 51 pool 1201 N. Tustin Avenue , 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 o _ W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 45 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 10, NO R.8.8. SHALLOW/DEEP END RAMP - DETAIL #11 Demonstrating methodology used to calculate results shown in summary tables. f� = 2500 psi ; COC =. 150 pcf fce„ = 0.45f,' = 1125 psi u, 55.0 psi E�= 57000j' = 2850000 psi fy = 40000 psi fsa„ = 20000 psi ES = N 2.9E+07 psi (S = 60 pcf 7w = 62.4 pcf n = ES/Ec = 10.18 b = 12 in cover = 3 in H= 8.5 ft Try wall thickness t = 10.5 in ` at a depth of H2 = 5.0 ft Try vertical steel = #3 @ 6" DS = 0.375 in - AS = 0.221 in` • 'd,=t-d2 = 3.00 in d2 = cover + (DS/2) 7.50 in OTMso,L = ys H2 = 1250 ft -Ib Overturning moment due to earth pressure 6 Ib VT = Vso,L = 2 ys H2 = 750 Shear due to earth pressure W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 46 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 F inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 10, NO R.8.B ; SHALLOW/DEEP END RAMP - DETAIL #11 _ Demonstrating methodology used to calculate results shown in summary tables. MR = -473 ft -Ib Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT = OTMso;i + MR = 777 ft -Ib SEE POOL WALL SUMMARY q ' P b d = 0.006 k = (pn) +2pn — pn = 0.296 , j=1-3 = 0.901 fs = MT = A., j d, 15608.2 psi < 20000 psi OK 2 MT fc = ) k bd,2 = 646.2 psi < 1125 psi OK -, u= bd = 20.8 psi < 55.0 psi OK OTMN,eter = 1 y„, HW = -1300 ft -Ib Overturning moment due to water pressure VT = Vwater = yW HW = -780 Ib Shear due to water pressure 2 MR = 165 ft -Ib Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT = OTMWater + MR = -1135 ft -Ib SEE POOL WALL SUMMARY . A pb d = 0.002 k = (pn) + 2pn - pn = 0.200 j=1-3 = 0.933 fs = MT = '4s ! d2 8805.1 psi < 20000 psi OK fc = )kb T = 216.2 psi < 1125 psi OK T = ti 2 8.7 psi < 55.0 psi OK W:\Details\Release\Calcs 2016\100NC CBC2016 [0.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 47 of 51 46 • ! T ., ` * p 1201 N. Tustin Avenue engineerooling Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 ., SAMPLE CALCULATIONS SECTION 10, NO R. 8.8. RESISTING MOMENT METHODOLOGY SHALLOW/DEEP END RAMP -DETAIL #11 WALL LOADED BY EARTH PRESSURE A,' 0.500 f? ID 0.730 . W,' 75.00 Ib M,' -54.77 ft -Ib A,' 0.490 ft (D 0.720 ' W2 73.44 lb M2' •52.87 fl -Ib - A2' 0.479 fl2 O 0.709 - ' • W,' 71.88 lb J M3' -50.99 ft -Ib A,' 0.479 ft2 (D0.709 - W.' 71.88 Ib . M,' -50.99 ft4b ., - t - A5- 0.469 ft2 O + 0.699 - • WS' 70.31 Ib ' • - r M,= -49.16 ft -Ib • .• Aa' 0.458 ft2 0.689 ` We' 68.75 lb - ' MB' -47.34 fl -Ib - - A,' 0.458 ft (D0.689 , W,' 68.75 lb . M,' -47.34 ft -Ib . fl -0.672 " Z0.450 67.52 lb • • MB' 45.39 ft -Ib Ae' 0.442 ft2 (D 0.593. • . We' 66.33 lb Me -39.34 ft -Ib . A,o' 0.450ft2' 0.519 - W,e 67.47 lb ' -35,03 fl -Ib • - A„= 0.000 ft2 11 0.000 . Wn' ' 0.00 Ib - + .. M„' 0.00 ft4b . Al2' 0.000 Rz (5 0. 00 - Wit' 0.00 Ib , - M,2' 0.00 ft4b' - A,3' 0.000 02 0.000 13Ib r Wu' 0.00 M13' 0.00 ft4b . h r I - r , RMA= M1+M2+M3+M4+M5+M6+M7+M8 +M9+M10+M11+M12+M13 = -473.22 ft -Ib L W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 48 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 9101CM W, SHALLOW/DEEP END RAMP - DETAIL #11 ,vs, 60 pcf H 6.0 ft R88 0.0 ft R 2.5 ft Sec H1 ft. H2 ft. t in. d1 in. d2 in. SOIL WATER Vertical Steel As int Ds in. OTM ft -Ib MR ft -Ib MT ft -Ib V Ib OTM ft -Ib MR ft -Ib MT ft -Ib V Ib 1 0.0 0.5 12.0 9.001 3.00 1 -38 -36 8 -1 38 36 -8 #3 @ 12" 0.110 0.375 2 0.5 1.0 11.5 3.00 8.50 10 -73 -63 30 -10 69 58 -31 #3 @ 12" 0.110 0.375 3 1.0 1.5 11.5 3.00 8.50 34 -108 -74 68 -35 103 68 -70 #3 @ 12" 0.110 0.375 4 1.5 2.0 11.5 3.00 8.50 80 -142 -62 120 -83 138 54 -125 #3 @ 12" 0.110 0.375 5 2.0 2.5 11.0 3.00 8.00 156 -175 -19 188 -163 157 -6 -195 #3 @ 12" 0.110 0.375 6 2.5 3.0 11.0 3.00 8.00 270 -207 63 270 -281 188 -92 -281 #3 @ 12" 0.110 0.375 7 3.0 3.5 11.0 3.00 8.00 429 -238 190 368 -446 220 -226 -382 #3 @ 12" 0.110 0.375 8 3.5 4.0 10.5 3.00 7.50 640 -282 358 480 -666 220 -446 -499 #3 @ 6" 0.221 0.375 9 4.0 4.5 10.5 3.00 7.50 911 -3561 555 608 . -948 208 -740 -632 #3 @ 6" 0.221 0.375 10 4.5 5.0 10.5 3.00 7.50 1250 -473 777 750 -1300 165 -1135 -780 #3 @ 6" 0.221 0.375 11 5.01 5.51 10.5 3.50 7.00 1664 -643 1020 908 -1730 82 -1648 -9441#3 @ 6" 0.221 0.375 12 5.5 6.0 11.0 4.00 7.00 2160 882 1278 1080 -2246 41 -2288 -11231#3 0 6" 0.221 0.375 Sec ft1 ft2 in. SOIL WATER p k j fs psi fsao psi fc psi v psi p k j fs psi fsao psi fc psi v psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -458.1 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 11.5 0.003 0.221 0.926 -2480.7 20000.0 -69.0 0.8 0.001 0.138 0.954 782.3 20000.0 12.3 0.3 3 1.0 1.5 11.5 0.003 0.221 0.926 -2898.6 20000.0 -80.6 1.9 0.001 0.138 0.954 912.8 20000.0 14.3 0.7 4 1.5 2.0 11.5 0.003 0.221 0.926 -2436.9 20000.0 -67.8 3.3 0.001 0.138 0.954 729.8 20000.0 11.5 1.2 5 2.0 2.5 11.0 0.003 0.221 0.926 -744.8 20000.0 -20.7 5.2 0.001 0.142 0.953 78.6 20000.0 1.3 2.0 6 2.5 3.0 11.0 0.003 0.221 0.926 2470.0 20000.0 68.7 7.5 0.001 0.142 0.953 1315.7 20000.0 21.4 2.9 7 3.0 3.5 11.0 0.003 0.221 0.926 7443.9 20000.0 207.1 10.2 0.001 0.142 0.953 3220.0 20000.0 52.3 4.0 8 3.5 4.01 10.5 0.0061 0.2961 0.901 7185.81 20000.0 297.5 13.3 0.002 0.200 0.9331 3459.0 20000.0 84.9 5.5 9 4.0 4.5 10.5 0.006 0.296 0.901 11151.9 20000.0 461.7 16.9 0.002 0.200 0.933 5740.0 20000.0 140.9 7.0 10 4.5 5.0 10.5 0.006 0.296 0.901 15608.2 20000.0J6666.1 20.8 0.002 0.200 0.933 8805.1 20000.0 216.2 8.7 11 5.0 5.5 10.5 0.005 0.278 0.907 17454.9 20000.0 21.6 0.003 0.206 0.931 13733.7 20000.0 350.4 11.2 12 5.5 6.0 11.0 0.005 0.263 0.912 19017.8 20000.0 22.5 0.003 0.206 0.931 19062.8 20000.0 486.4 13.4 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 49 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 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 VsolL 60 pcf H 6.0 ft R88 0.0 ft R 2.5 ft Section - 0 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 73.44 71.88 71.88 70.31 68.75 68.75 67.52 66.33 67.47 69.38 72.32 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 73.4 0.50 0.49 37.50 35.96 -73.46 3 1.5 71.9 0.50 0.49 0.48 37.50 35.96 34.44 -107.90 4 2.0 71.9 0.50 0.49 0.48 0.48 37.50 35.96 34.44 34.44 -142.34 5 2.5 70.3 0.50 0.49 0.48 0.48 0.47 37.50 35.96 34.44 34.44 32.96 -175.30 6 3.0 68.8 0.50 0.49. 0.48 0.48 0.47 0.46 37.50 35.96 34.44 34.44 32.96 31.51 -206.81 7 3.5 68.8 0.50 0.49 0.48 0.48 0.47 0.46 0.46 37.50 35.96 34.44 34.44 32.96 31.51 31.51 -238.32 8 4.0 67.5 0.53 0.51 0.50 0.50 0.49 0.48 0.48 0.47 39.38 37.80 36.24 36.24 34.73 33.23 33.23 31.53 -282.38 9 4.5 66.3 0.60 0.59 0.58 0.58 0.57 0.56 0.56 0.54 0.46 45.08 43.38 41.70 41.70 40.07 38.46 38.46 36.66 30.76 -356.25 10 5.0 67.5 0.73 0.72 0.71 0.71 0.70 0.69 0.69 0.67 0.59 0.52 54.77 52.87 50.99 50.99 49.16 47.34 47.34 45.39 39.34 35.03 -473.22 11 5.5 .69.4 0.92 0.91 0.90 0.90 0.89 0.88 0.88 0.86 0.78 0.71 0.56 68.81 66.61 64.44 64.44 62.31 60.21 60.21 58.02 51.75 47.65 38.93 -643.39 12 6.0 72.3 1.17 1.16 1.15 1.15 1.14 1.13 1.13 1.11 1.03 0.96 0.81 0.61 87.74 85.15 82.59 82.59 80.06 77.56 77.56 75.07 68.49 64.69 56.45 44.40 -882.35 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM ©Pool Engineering, Inc. 2016, Page 50 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. - •rn crt rrtwavrcc JIYALLVW/U&&V WVU KAMV - Ut I AIL i177 Ysoa 60 pcf H 6.0 ft R88 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 73.44 71.88 71.88 70.31 68.75 68.75 67.52 66.33 67.47 69.38 72.32 1 0.5 75.0 0.50 37.50 37.50 2 1.0 73.4 0.46 0.47 34.38 34.42 68.79 3 1.5 71.9 0.46 0.47 0.48 34.38 34.42 34.44 103.23 4 2.0 71.9 0.46 0.47 0.48 0.48 34.38 34.42 34.44 34.44 137.67 5 2.5 70.3 0.42 0.43 0.44 0.44 0.45 31.25 31.36 31.45 31.45 31.49 156.99 6 3.0 68.8 0.42 0.43 0.44 0.44 0.45 0.46 31.25 31.36 31.45 31.45 31.49 31.51 188.50 7 3.5 68.8 0.42 0.43 0.44 0.44 0.45 0.46 0.46 31.25 31.36 31.45 31.45 31.49 31.51 31.51 220.01 8 4.0 67.5 0.36 0.37 0.38 0.38 0.39 0.40 0.40 0.42 27.00 27.19 27.37 27.37 27.50 27.61 27.61 28.23 219.88 9 4.5 66.3 0.29 0.30 0.31 0.31 0.32 0.33 0.33 0.35 0.43 21.70 22.00 22.29 22.29 22.53 22.75 22.75 23.45 28.29 208.06 10 5.0 . 67.5 0.18 0.19 0.20 0.20 0.21 0.22 0.22 0.24 0.32 0.39 13.52 14.00 14.46 14.46 14.87 15.26 15.26 16.10 21.06 26.41 165.39 11 5.5 69.4 0.02 0.03 0.04 0.04 0.06 0.07 0.07 0.08 0.16 0.24 0.38 1.81 2.53 3.23 3.23 3.89 4.52 4.52 5.55 10.70 15.88 26.39 82.24 12 6.0 72.3 -0.17 -0.16 -0.15 -0.15 -0.14 -0.13 -0.13 -0.11 -0.03 0.04 0.18 0.38 -12.90 -11.88 -10.87 -10.87 -9.91 -8.96 -8.96 -7.69 -2.31 2.64 12.78 27.77 41.16 W:\Details\Release\Calcs 2016\100NC CBC2016 [v1.41].pdf 11/11/2016 12:16:02 PM © Pool Engineering, Inc. 2016, Page 51 of 51 pool engineering Inc. February 13, 2017 Mr. Philo Hunt County of Butte 25 County Center Dr. Oroville, CA 95965-3500 Re: Authorization to use Pool Engineering, Inc. Standard Pool Structural Plan Dear Mr. Hunt: By this notice Pool Engineering, Inc. and the undersigned engineer -of -record shall hereby grant Perfection Pools and Spas a limited non-exclusive and non- transferable allowance to utilize Pool Engineering, Inc. Standard Pool structural Plan for the permitting and construction of the swimming pool project at the Gordon Residence at 9873 Ferson Rd, Durham, CA. Modification or reuse of the construction drawings without the express written permission of the Engineer is prohibited. If we can be of any further assistance, please do not hesitate to contact us. Best regards, Engineer's Seal Tdd gin eNin , Inc. er E. This letter is valid only with engineer's signature in red ink t? 17.4.1477 04!?. `)0.00 17 i"+.(_. N4 11' 17-0003 l 1201 N. Tustin Avenue, Anaheim, CA 92807 ESS 1. �C9 No.67656 Exp. 6130117 C l y 1 IV, 9TR OF CA0��� BUTTE COUNTY BUILDING DIVISION APPROVE T(_7 if �( t �� Fax: (714) 630-6114 Phone: (714) 630-6100 c 1. LLQ Go�Y