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Specifications i RECEIVED pool 1201 N. Tustin Avenue n engineering Anaheim, CA 92807 MAY 2018 aaaa inc. Fax:(714) 630-6114 Phone: (714) 630-6100 CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR ' ^ ., STANDARD POOL STRUCTURAL PLAN FOR USE ONLY AT: River Terrace Condos E ,tnee - -.1 Bldg. A, 17051 SW Applevale Rd. r,r Sherwood, OR 97140 4. C AGI ' 4484 - 'i * Vi „....-4-, ortl, *04:54./, 2•12/91/201a. are valid only when ying(2)copies of the Pool Engin •,Inc.Standard Pool Structural Plan with original wet seal and signature in red ink. PREPARED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE CONCRETE f'c = 2,500psi REINFORCING fy = 40,000psi (Grade 40) -&..k?ackc. - (:)- L0 \---Tho -Di Sk,(;) -co�,k.,,icktc---- A . W:\Details\Release\Galcs IBC1100-IBC 2015[V1.1).pdf 03!27/2017 10:31:10 AM OO Pool Engineering,Inc.2017,Page 1 of 47 ®N■ pool 1201 N. Tustin Avenue R]I'1!1 engineering Anaheim CA 92807 engineering (714)630-6114 i„��' Phone:(714)630-6100 SWIMMING POOL CALCULATIONS NOTATION Y :specific compressive strength of concrete(psi) roc :weight of concrete(pct) fcar,=0.45 ff :allowable extreme fiber stress In compression for concrete(psi) =1.TIC :permissible shear stress tamed by concrete(psi) E. =57000/ :modulus of elasticity of concrete(psi) fr =40000 :specified yield strength of reinforcement(psi) =20000[GRADE 40,501,24000[GRADE 60) :permissible tensile strength in reinf.(psi) Er=29000000 :modulus of elasticity of reinforcement(psi) Ya :equivalent fluid pressure of soil(pct) flS :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. 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) H1 :top depth of particular section(ft) H2 :bottom depth of particular section(ft) OTMS orL = Ys hii :over-turning moment(ft lbs) V MR :Moment Resisting(ft-lbs) s°w ” 2 r�Hi: shear(lbs) MT=OTMSOIL+MR :Net Moment(ft-lbs) VT=Vsaa :Net Shear(lbs) As :area of nonprestressed tension reinforcement(in2) D, :Diameter of reinforcement(in) p= b d� :ratio of tension reinforcement k= {pn)2+2pn_pn j=1-k fs= :average stress in the steel(psi) 2M fc= , kbd' maximum compressive stress at the top of the compressive zone(psi) u= bd design shear stress(psi) ) 1 W:1DeLe11s1R8te8selCelcs 10C1100-16C 2015 N1.11.pdf 03/27/2017 1011:10 AM ®Pool Engineering,Inc.2017,Page 2 of 47 ■ ® pool 1201 N. Tustin Avenue ' � engineering Anaheim, CA 92807 ten... inc. Fax. (714)6304114 Phone:(714)630-8100 STRUCTURAL CALCULA TIONS POOL WALL GENERAL METHODOLOGY CAL CULA TIONS The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables WADetalisURelease1Calcs 18C1100-IBC 2015[V1.1J.pdf 03/27/201710:31:10 AM 0 Pool Engineering,Inc,2017,Page 3 of 47 rT t4 E0 I ILI lfrOAa Wait ii N ° co 0 IIIA:- ! 1 a iI 1 'j o3snai In .12 �- + i ' 11 + }l, / M 3 in 1 1 ErEliil aril . I 1 Ili m v 8 e.r ia 1 t -""iiiiiiiiiiiiiii a z c:i I Y M7tI Z N CAC "Zt e 1 2 — _• h ` \ 0 rya g N1" ri II a. tl H 1 IF ■C» o >` I turf W:lbatallslReleaseSCalcs 180100-IBC 2015 N1.1).pdf 03/27/2017 10:31:10 AM ®Pool Engineering,Inc.2017,Page 4 of 47 1 /r .i••m•i•i•.••i.•.i••••i...m•m•...m•i•im.mn,.._____aH pool 1201 N. Tustin Avenue !fn, engineering Anaheim, CA 92807 inc. Fax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE MOMENTS As -ir w °10 w„ Atx �, w> :.,....,...: 13 °l4 °tb — Determine RM about point A. laA LOAD DIAGRAM DUE RMA=W�°�+Wxcfi..W "^ A TO EARTH PRESSURE Point A can be any potht on inside of pool wall. ' ---.-m. W:1Details1ReleaselCalcs IBC1100-IBC 2015[1/1.1].pdf 03/27/2017 10:31:10 AM 0Pool Engineering,Inc,2017,Page 5 of 47 Ilr�>• pool 1201 N.m,TushCA,,Avenue engineering Anahei92807 •�tii inc. Fax:(714)630-6114 Phone:(714)630-6100 SAMPLE CAL CULA TIONS SECTION 13, NO R.B.B. TABLE A - Demonstrating methodology used to calculate results shown in summary tables. NON EXPANSIVE SOIL C= 2500 psi Design concrete strength We= 150 pcf fc,r =0.45 f. = 1125 psi Permissible service load flexural stress 55.0 14 =1.1 f, = pi� Permissible service load shear stress E..=57000 Y = 2850000 psi Modulus of elasticity for concrete fy= 40000 psi Yield stress of reinforcement ft.ii~ 20000 psi Permissible tensile stress of reinforcement i Es= 2.9E+07 psi Modulus of elasticity of reinforcement Y:= 30 pcf Design soil equivalent fluid pressure n=Ee1Ec= 10.18 b= 12 in covers 3 in Concrete coverage(clearance to earth) M= 8.5 ft Try wall thickness t= 6.0 in ata depth of H2= 6.5 ft d Try vertical steel= #3 @ 6" I D.= 0.375 in F As= 0.221 i` d=t-cover-(Ds/2) = 2.81 in 1 OTMSOm, = 6 Ys Hz = 1373 ft-tb Overturning moment due to earth pressure 1 MR= -647 ft-lb Resisting moment due to weight of pool wall. MT=OTMs +MR= 726 ft-lb SEE POOL WALL SUMMARY VT =Vsa„. = 2 y,H2 = 634 lb Shear due to earth pressure W:1DetaifstReleaselCaics lBCt100-IBC 2015[VI.1].pdf 03/27/201710:31:10 AM 0 Pool Engineering,Inc.2017,Page 6 of 47 MIN pool 1201 N. Tustin Avenue nnengineering Anaheim, CA 92807 Ino. Fax:(714)630-6114 Phone:(714)630-6100 SAMPLE CALCULATIONS (CONT) SECTION 13, NO R.B.B. TABDemonstrating methodology used to calculate results shown in summary tables A NON-EXPANSIVE SOIL P= bdit 0.006 k=,Apn)2+2rn-pn = 0.284 0.905 fs= = 13154.2 psi < 20000 psi OK A,jd fc= 2M, = 513.9 psi < 1125 psi OK jkbet' u bd = 15.9 psi < 55.0 psi OK W-1DelallslRelease1Calcs IBC l00-IBC 2015)V1.1).pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,inc.2017,Page 7 or 47 MN pool 1201 N. Tustin Avenue RIMl engineering Anaheim CA 92807 Inc. Fax:(714)630.6114 Phone:(714)630-6100 STRUCTURAL CALCULATIONS POOL WALL SWIMMING POOL CALCULATIONS RESISTING MOMENT METHODOLOGY { The following pages demonstrate the basic calculations which are summarized in the Resisting Moment Tables. W:%Delalls\ReleaselCalcs IBC1100•IBC 2015 IV1.11 pdf 03/27/201710:31:10 AM ©Pool Engineering,Inc.2017,Page 8 of 47 • 111TIN Tustin Avenue 11NR�. engineering Anaheim, CA 92807 Inc. Fax:(714)830-8114 Phone:(714)630-8100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY TABLE A-NO WALL LOADED BY EARTH PRESSURE IR`EXPANSIVE SOIL A,- 0.500 M 0 1.000 W,* 76.001b t:. M,- -f 12.60 04 A,. 0.376 6' 0 1365 W,. 6015* M,. •76.12 OA 0 As* 0,250 5' 1� W1* 97.60* *.. My- -s0571lb A.. 5.960 5' W.. 37.505 1250 MF 4607 62! A,c 0.260 M' tj 1.250 We 37.20*, Me .16&76L Ae* 0.2606' <{17.256 ��j,, We= 37.6D* # *' U. -46 C7 Mb 4' 0250 6' ,66 ..250 W,' 37.10 5, .` M,= -16.67 54 AO 0.2001Y 0 1242 Wi 37.56* t 11 Pae -46 as lt4 Ae= 0.253 6' 0 1.177 We 37.00 0 {fie * W* -4.60 615 TY A,.6 0.266 2' '0 1.056 W,s' 36.63 Pb U,, -@35 Ib *,.. Ari" 0.265 6' 0 0016 W*4 30.11016 }y Mw: .37.00 Alb ' t A,f 0.976 s' Wu* 41.46 5 /y�'x Me. -30.50 55, AO 0.202 6' 0 • W,,= 43.76 6. Alps. 20.20 01b 1 Nillhhh... IIIIIII%llhllb„. RMA= M1+M2+M3+M4+M5+M6+M7+MB +M9+1410+M11+M12'f'1018= -647.09 ft-lb W:IDefailssReleese1Calcs IBC\100-IBC 2015 6/1.1J.pdf 03/27/2017 10:31:10 AM (Pool Engineering,Inc.2017,Page 9 of 47 nu pool 1201 N. Tustin Avenue inn engineering Anaheim, CA 92807 wrrera Inc. Fax:(714)630-6114 Phone:(714)630-6100 STRUCTURAL CALCULATIONS POOL WALL POOL WALL ANALYSIS SUMMARY TABLES a a a I 1 t a i a i The followingpages pa es demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables 1 1 t W:lbelails1ReleaselCalcs IBC1100-IBC 2015 1V1.1J.pdf 03127/201710:31:10 AM ')Pool Engineering,Inc.2017, Page 10 of 47 i ®.■ poo! uve 11R11�[i engineering Anahei1201N,mT, CAtstin 92807Anue itfC. Fax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS NO R.B.B. 1 WALL LOADED ay EARTHUP TABLE A -NON-EXPANSIVE SOIL Ysoa 30 Pcf I I H 8.5 ft J 1 RBB 0.0 it { R 5.0 ft I Section .._. 1 2 3 4 5 6 7 8 9 10 1112 RM H2-"-6- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5a55 6.0 4 Weight 75.00 56.25 37.60 37.60 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 2 1,0 56.3 0.50 0.39 37.60 37.50 21.88 3 1.5 37.5 0.50 0.39 0.25 -59.38 37.50 21.88 9.38 4 2.0 37.5 0.50 0.39 0.25 0.25 68.75 37.50 21.88 9,38 9.38 5 2,5 37.5 0.50 0.39 0.25 0.25 0.25 -78.13 37.50 21.88 9,38 9.38 9.38 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 -87.50 37.50 21.88 9.38 9.38 9.38 9.38 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 -96.88 37.50 21,88 9.38 9.38 9.38 9.38 9.38 8 4.0 37,6 0.53 0.41 0.28 0.28 0.26 0.28 0.28 0.27 -106.25 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.03 9 4.5 37.9 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34 0.28 -124.27 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 10.52 10 5.0 38.6 0.73 0.52 0.48 0.48 0.48 0.48 0.48 0,47 0,41 0.33 161.85 54.77 34.83 18.01 18.01 18.01 18.01 18.01 17,74 15.42 12.82 11 5.5 39.8 0.92 0.81 9.67 0.67 0.67 0.67 0.67 0.66 0.59 0.51 0.36 -225.44 68.81 46.36 25.03 25.03 26.03 26.03 25.03 24,77 22,51 19.86 14,47 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 -320.90 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 4.25 1.25 1.25 1.25 1.25 1.24 1.18 1.10 0.95 0.74 112.50 78.12 46.87 48.87 46.87 46.87 46.87 46.65 44.60 42.36 37.66 30.58 ,,, -647.09 14 7.0 50.0 1.93 1.82 1.68 1.88 1.68 1.68 1.68 1.67 1.81 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 1.74 187.60 134.37 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 2.56 249.04 180.53 115.15 115.15 115,15 115.15 115.16 115.02 113.60 112.68 110.12 106.07 ,,, -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 88 196.88 196.87 196.21 195.88 196.87 196.44 ... -3818.13 } W:IDetailslRelease1CaJcs IBC5100-IBC 2015[V1.1 j.pdf 03/27/2017 10:31:10 AM (0 Pool Engineering,Inc.2017,Page 12 of 47 1 1111111111 pool 1201 N. Tustin Avenue rnn engineering Anaheim, CA 92807 inc. Fax::(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS cont. NO R.B.B. IWALL LOADED SY EARTH PRESSURE TABLE A NON-EXPANSIVE SOIL YSOIL 30 pcf 1 1 H 8.5 ft I 1 RBB 0.0 ftJ ,R 5.0 ft Section -_ 13 14 16 18 17 RM H2""+ 6.5 7.0 7.5 8.0 8.5 4 Weight 43.75 50.00 56.66 67.82 228.29 1 0.5 75.0 -37.50 2 1.0 58.3 -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 -108.25 8 4.0 37.6 -124.27 9 4.6 37.9 -161.85 10 5.0 38.8 -225.44 11 5.5 39.8 -320.90 12 8.0 41.5 -457.11 13 6.5 43.8 0.48 ..- 20.26 -647,09 14 7.0 50.0 0.89 0.56 • 39.04 27.77 -914.34 15 7.5 56.7 1.48 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 ,,, 195.26 206.30 208.18 206,88 318.25 -3818.13 W:lbelailsiReleaselCalcs 180100-IBC 2015(V1.1J,pdf 03127/201710:31;10 AM ®Pool Engineering,Inc.2017.Page 13 of 47 ■rl pool 1201 N. Tustin Avenue Inn, engineering Anaheim, CA 92807 inc. ' Fax:(714)630-6114 Phone:(714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE B-EXPANSIVE SOIL jrsoa. 45 pCf 1 j I 8.5 ft I JRBB 0.0 ft I IR 5.0 ft } 111 Hz t d SOIL SOIL Sec MT V Vertical As Ds ft. n. In. in flaono MR b ft-lb ft-lb lb Steel in in. p k j ts.d fc 1cw, v Yr 1 0.0 0,5 12.. 8.81 psi psi psi psi psi psi -38 -37, 6,< 12" 00.116 0.375 0.001 0.136 0.955 -472.1 200010' -7.3' 1125.0 0.1, 55.0 2 0. 1.0 6.0 2.81 8 -59 "52 23 ..,12" 0.11. 0.376 0.003 0,227 0.924 -2168.0 20000.0 -62.5 1125.0 0. 55.0 1.0 1.5 6.0 25 12" 0.110 0.375 0.003 0.227 X1815.3 20000.0 1125.0 1.5' Ec am Ewan so IRE �, 0.110 0.375 0.003 � NNE ' 0.924 -757.6 20000.0 1126.0 2.7 cto 2.0 6.0' 117 141 0.110 0.375 0.003 0.227 0.924 1240.7 20000.0 1125,0 mem 6; 2,5 • . a 2.81 203 -97 203#3 12" 0.110 0.375 0.003 7 3.0 0.227 0.924 4414.3 20000.0 127.3 1125.0 6.0 55.0' • ' 2.81 322 -106 215 27. �, 12" 0.110 0.375 0.+. 0.227 0.924 8998.3 20000.' 259.6 1125.0 8.2 55.. 8 3.5 4.0 6 . 3.31 480 -125 355 360• 0 12" 0.110 0.375 0.003 0.211 0.930 12525.5 20000.0 329,6 1125.0 9.1 55,' 9 _rr 4.0 4,5 7.5 4.31 683 -1.; 518 456 0.12" 0.114 0.375 0.00 0,188 0.937 13914.1 20000.0 316. 1125.0 8.8 55.0 10` 4.5 5.0 7.5 4.31 938 -236 701 563 6" 0.221 0.375 0.004 0.254 0.915 9651.7 20000.0 EEC 1125.0 10.9 55.0 11 ti 5.0 7.5 4.31 1248 -342 90- 681 t 0 6" 0.221 0.375 0.004 0.254 0.915 12472.6 20000.0 4184 1125.0 13.2 55.0 12 5.5r 8,5 5.31 1620 -493 1127 810 03 % 6" 0.221 0.375 0.003 0.233 0,922 12495. 20000.' 372. 1125.0 12.7 55.0 13. 6.''um 5.31 2060 -709 Emicluirms 0.221 0.375 0.003 D.233 0.922 14968.5 20000.0 caz 1125.0 nu 55.0 14 6,5 Ram 6.31 ICaa -1016 0.221 0.375 0.003 all 15 7.0 10.0' - 0.93028 �,0390.2 1466 ••. 1125.0 - 5S,Q -m-® ' • 0.221 0.375 0.003 0.209 0,890 0.0 a 1125.0 66.0 16 7.6 10.0 ! ry-219 •.: .m . 0.221 0.375 0.003 0.209 0.930 20000.0 1125.0 awkj .0 17 8.0 8.5 10.0 611 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:IDetailstReleaselCalcs lBCt100-IBC 2015(V1.1].pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 14 0147 %IIeng■®■ pool 1201AnaheiN.mTustinCA92807 Avenue engineering , inc. Fax:(714)630-6114 Phone:(714)630-8100 RESISTING MOMENTS NO R.B.B. IWALL LOADED BY EARTH PRESSURE TABLE B-EXPANSIVE SOIL Yso/L 45 pcf 1 I H 8.5 ft 1 1 RBB 0.0 ft 1 1 R 5,0 ft J 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 38.96 43.26 48.08 49.69 52.53 1 0.5 75.0 0.60 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 3 1.5 37.5 0.50 0.39 0.25 -59.38 37.50 21.88 9.38 4 2.0 37.5 0.50 0.39 0.25 0.26 -68.75 37.50 21.88 9.38 9.38 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 78.13 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 0.26 0.25 37.50 21.88 9.38 9.38 9.38 9.38 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 88 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 10 5.0 48.1 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.44 0.39 165.74 54.77 34.83 18.01 18.01 18,01 18.01 18.01 18.77 19,15 18.73 11 5.5 49.7 0.92 0.81 0.67 0.87 0.67 0.67 0.67 0.67 0.63 0.58 0.43 -236.31 68.81 45.36 25.03 25.03 25.03 25.03 25.03 26.06 27.24 27.73 21.34 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 '341.58 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 1.03 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 2.18 2.01 1.81 187.50 134.37 84.37 84.37 54,37 84.37 84.37 87.71 95.70 103.83 99.95 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 11515 115.15 115.15 115.16 119.68 131.20 143.28 140.74 138.22 ... -2191.89 17 8.6 388.7 5.50 5.39 525 5.26 5.25 5.25 5.25 5.25 5,21 5.16 5.01 4.81 412.50 303.13 19588 196.88 196,88 196.88 196.88 204.60 225.47 248.08 249.03 252.71 ,,, -4660.84 W:1Details1Release1Calcs 180100-IBC 201511/1.1).pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 15 of 47 non pool1201 N. Tustin Avenue Arrnt engineering Anaheim, CA 92807 -err inc. Fax:(714)630-6114 Phone:(714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED SYEARTH PRESSURE TABLE B-EXPANSIVE SOIL Ysok 45pcf I 1 H 8.5 f1 1 IRBB 0.0 ft+ JR 5.0ftI 1 Section ---0- 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Welghi 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 7 3.5 37.5 86.88 -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 I -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 *` 144.83 135.89 12727 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 WaDetailslRelease\Catcs 1BC1100-IBC 2015[V1.1 J.pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 16 of 47 mu pool 1201 N. Tustin Avenue Inn 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 irson. 62 Ad 1 IN 8.6 ft 0.0 h I j I{ 5.0 ft Sec H1 112 MTO t d SOIL Vertical As Os SOIL ' ft. ft. In. in. ft-Ib ft-lb Steel int in. p k 1 fs fsa k fc.r v v l Psi . psi i psi 1 0.1 0.5 12.0 8.81 1 -36 • < .,12" 0.110 0.37 0.001 0.13: 0.955 -487.4 0.a 1.0 2.81 + 49 31..f r'+'+O r -7. 1125.0 01 56.0 sum0.110 + 0.003 0.227 0.924 -2046.8 20000.0* 1125.0 0.9 3 > 6.0 2.81 MEM0.110; 1[ 0.00 0.227 0.924 -1406.3 20000.0 BEE e 70 1.50EI: + 72 2.1 +. 1 • <, + + + 0.00 0.2x7 + • � 20000.0 - 1125,0� 65.0' 2.0 8.0 : 163 -88 0.110 a 0.003[� 0.924 2.' + 6.8 3.31' 281 -98 183 281.u ` 20000.0 90.4, 1 5.8 55.0' 12" 0.110 0.375 0.003 0.211 0.930 8461. 20000.0 170.1 1125.0 7.1 55.0 3.0 - 7.5 4.31 44: -111 335 382:< ,, 12" 0.11 r 0.375 0.002 0.18• 0.937 9015.: 20000.0 204.9 1125.0 7.4 55.0 ii m ® 666 530 0.110 0.375 1 1 1 0.171 0.943 Kam ! 4 r 4.5 9.5 6.31 948 186 761 63 .< 1 r 20000.0 1125.0' CM 10 4. 5.0 9.8 6.31 1300 -271 1029 7..a 0.001 0.188 0.928947 20000.0 A 1125 0 55 0 a" / 1 0.00 1 0.218 0.928 9540.7 20000.!' , 11 5..MILE 6.31 + 133 9 0.221 r 0.00 + r a ; 1. 5.5 ' 10.5 224. 20000.1 1 125.0 85.0 " 0.221 0.375 0.003' 0.202 0.933 13326.0 +(+Lbt 1125.0 Emil 13 6.0 6.5 6.31 2856' <' : 0.221 0.00 0.191 0,936 20000.1, 14 6, '. 7.0� 9.31 1125.0 r', , 0.221 0.00 0.181 0.940 20000.1 321.0 1125.0 e 15 7.0 W 13.5 10.31 2851 r. 0.221 / 0.00• 0.173 0.942 . 9.5 20000.0 305.8 r 1d.2 55_r 16 7. - 8.0 14.0 10.81 : 2710 .• 1, . 0.221 0.375 0.002 0.170 0.943 14429.3 20000.0 289.7 1125.. 15.4 55.0 17 8.0 8,5 14.1 10.81' 6387 -5825 562 2254#3 0 6" 0.221 0.37 0.002 0.170 0.943 2991.6 20000.0, 60.1 '1125.1 17.4 55.1 WADetails1ReieaseSCalcs IBCi100-IBC 2015 N1.11.pdf 03/27/2017 10:31:10 AM ®Pool Engineering,Inc.2017,Page 17 of 47 ilii Phi 1201 N. Tustin Avenue ..... iIi engineering Anaheim, CA 92807 Fax:(714)630-8114 Inc. Phone:(714) 830-8100 RESISTING MOMENTS NO R.B.B. 1WALL LOADED 8V EARTH PRESSURE TABLE C-HIGHLY EXPANSIVE SOIL OR NO DECK 1'son_ 62 pcf 1 I H 8.5 ft 1( 1 R = 0.0 ft 1 1 1? 5.0 ft 1 Section '-'" 1 2 3 4 5 6 7 8 9 10 11 12 RM H2'''''''''4'. 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 39.06 43.75 49.66 55.61 60.80 62.82 65.79 1 0.5 75.0 0.50 37.50 2 1.0 56.3 0.50 0.39 -37.50 37.50 21.88 3 1.5 37.5 0.60 0.39 0.25 -59.38 37.50 21.88 9.38 4 2.0 37.5 0.50 0.39 0,25 0.25 -68.75 37.50 21.88 9.38 9,38 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 •78.13 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 39.1 0.54 0.39 0.26 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 10.18 7 3.5 43.8 0.50 0.39 0.25 0.25 0.25 0.26 0.29 -97.68 37.50 21.88 9.38 9.38 9.38 10.18 12.78 8 4.0 49.7 0.53 0.41 0.28 0.28 0.28 0.29 0.32 0.35 -110.46 39.38 23.28 10.31 10.31 10.31 11.16 13.88 17.28 9 4.5 55.6 0.60 0.49 0.35 0.35 0.35 0.36 0.39 0.42 0.39 -135.92 45.08 27.56 13.16 13,16 13.16 14.12 17.20 21.05 21.92 d 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 -186.42 54.77 34.83 18.01 18.01 18.01 19.17 22.86 27.47 29.11 28.85271.10 1 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 1 68.81 45.36 25.03 25.03 25.03 26.48 31.04 36.76 39.52 40.23 32.51 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 '395.79 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 g 112.50 78.12 46.87 46.87 46.87 49.24 56.53 65.69 71.92 75.65 69.10 5922 ,,, -827.85 1 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 2.26 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 2.72 249.04 180.53 115.15 115.15 115.15 120.36 136.18 158.10 173.16 186.35 183.48 179.00 ... -2615.26it 17 8,5 595,1 5.50 5,39 525 525 5.25 5.26 5.29 6.32 6.29 5.24 5.10 4.80 1' 412.50 303.13 196.88 198.88 196.88 205.49 231.53 264.33 294.36 318.86 320.40 322.39 ,,, -5825.13 is i t WADetallslReleaselCalcs 1130100-IBC 2015 1V1.1 j.pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 18 of 47 ITiiTT2OlNTus(inAnue MM. engineering Anaheim, CA 92807 �arrr Inc. Fax:(714)6306114 Phone:(714)630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOAM BY EARTH PRESSURE TABLE C-HIGHLY EXPANSIVE SOIL OR NO DECK Yso, 62 Pct I H 8.5 ft I I RBB 04 41 .R 5.0 ft J Section --a. 13 14 15 16 17 RM 1 H2-► 6.5 7.0 7.5 8.0 8.5 Weight 74.16 85.70 100.20 123,46 595.14 1 0.5 75.0 -37.60 2 1.0 56.3 -59.38 3 1.6 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 -188.42 10 5.0 60.8 -271.10 11 5.5 62.8 -395.79 12 6.0 65.8 -573.51 13 8.5 74.2 0.86 • 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:1De1ailskReleaselCalcs IBC1100-IBC 20151V1.11.pdf 03/27/2017 10:31:10 AM ®Pool Engineering,Inc.2017,Page 19 of 47 IBS pool 1201 N. Tustin Avenue 'inn engineering Anaheim, CA 92807 Inc. Fax:(714)630-6114 Phone:(714)630-6100 POOL WALL SUMMARY 2;6"R.B.B. TABLE E-NON-EXPANSIVE SOIL LYsok 30 pcf I IH 11.0 ft I IRBB 2.5 ft I IR 5.0 ft I SOIL SOIL H1 H2 t d Sec k °111 MR MT Vertical As Des . ft. in. in. 11 iHb ft-lbSteel in2 in. p k fsie fc fed e v VII ft-ilsi Psi Psi Psi psi Psi PP 1 0.0 0.5 12.0 8.81 1 -3. -37 .:'x .. 12" 0.11# 0.375 0.001 0.136 0.955 -476.1 20000.1 -7.3 1125.° 0.0 55.0 0.5 1111E, 8.'in0 5 '11M® y�� •+ 0.110 0�.37�5 0.003 0.227 0.924 20000.r��� 0.4 65.0.. MUM HEE MIME ° IRCE .lit•,lie r +i• E. 0.00 0.227 0.924 -2168.+• i e'i r r ' r ,< 0.375 0.003 0.227 r -82.5 1125.0 1.a 55.0 z.ty -1593. 1r]a°;r,al -46.0 1125.0 55.0 0,110 0.375 0.003 0227 ° 2.5 r ► KEEmiss0.110 r 0.003 0.227 r 20000.0 1125.1 55.0 3-4 6.111593.3 20000.0 1126.► ° 55.° -106 108 < ,., ► r 0.375 0.003 0.227 ► =Emu 20000.0 130.3 1125.0, e r 240 Mal 0 1101113Ie 0.00 0.22' 0.924 aczmi20000.d 1..,4113121111; 2.81 466' 304 0.110 0.375 0.00 0,227 0.924 20000.1-Ear 246.4 1126.8 7.!' r 10 5.0 2,81 625 491 < r> ► 9.0' r r 0.221 ° 0 007 0,304 r 3.31 p 10546: 20000.r i 12bA gagEsE 687NEEZUMIN 0.221 KEECIMIZEZMWIEEME20000-r 486.5 ljrnEECIEIVIIE - 13 5.0 °�® r:° ' " ► • 0.0 0.221 04'0.264 0.915 12700. 20000.0 426.0 ° 10.4' cm 1111 8.6 5.31 1373 -18 ' :• 634 M3.1 0.221 0.375 0.00 IIM 0.922 i r r•r r4 1125.0 9.9 r _ 14 6.5' r 9.5 6.31 1715 -252 • r �r 6" 0.221 0.375 r 15 7.° T0,5 � -36 lars 11E22 r< �i� r ' : 13563.8 20000° :• 1125.0 55.01 16 7. .,6" 0.221 ° 0.00 0.202 + , 20000 r 1125.0 a ° :° -529 L ► 3 <<.6" 0.221 0.376 0.002 0.191 ECM 17 8.# '8,6 12.5` 9.31 3871 -76+ r. 14179.° 200DD•4 328.' 1125 A o 2302 1 ' 3 0 6" 0.221 0.375 0.00 0.181 0.94 r 14295.8 20000.1 311.5 1125.1. 18 8.5 9.0 13.0 9.81 3645 -1107 2638 1215 i 3 6" 0.221 0.37 0.0 9.7 55.0 Ej 9.0 14.° 10.81 -1687 ECM 0.17 0.941 14930.5 20000.0 318.1 1125.r 10.3 55 0 M 83 :6" 0.221 0.375 0.00 0.171 0.943 20000.0 288.6 .1 10,4 ICE 9.• 10.0 14.0 10.81 +r► -22821 1500 < 6" 0.221 r MUM' 0.Ot�t 8.943 20000►� 290.6 1125.0 r Erg 10.0 + 14.0 10.81 22 10. 11.0 14.r i 1[ - • 2403 a -6" 0.221 0.375 0.01 ' r r 0.943' ►r'�'► e' 256.9 r . r 0,8 6655 7189 -534 181- .<4.6".- 0.221 0.375 0.002 0.170 0.94 -2841.8 20000.0 -57.1 1125.0 14.0 55.0 ° E4 }Z. L k W:IDetalls\ReleaselCeics IBC1100-IBC 2015(V1.1 j.pdf 03/271201710.31:10 AM 0 Pool Engineering,Inc.2017,Page 20 of 47 nu pool 1201 N. Tustin Avenue •• Anaheim. CA 92807 t« engineering Inc. Fax:(714)630-8114 Phone:(714) 630-8100 RESISTING MOMENTS 2'-6"R.B.B. IWALL WADES, DBrEARTH PRESSURE TABLE E-NON.EXAANSNE SOIL Yson. 30 pct 1 1 N 11.0 ft I j RBB 2,5 ft J R 5.05 1 Section --i. 1 2 3 4 6 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 8.0 3 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 2 1.0 56.3 0.50 0.39 37.50 37.50 21.88 3 1.5 37.5 0.50 0.39 0.25 59.38 37.50 21.88 9.38 4 2.0 37,5 0.50 0.39 0.25 0.25 -68.75 37.50 21.88 9.38 9.38 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 -78.13 37.50 21.88 9.38 9.38 9.38 6 3.0 37,5 0.50 0,39 0.25 0.25 0,25 0.25 -87.50 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 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9,38 9.38 -134.38 11 5.6 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 025 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.36 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.., -167.34 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 22.88 ,.. -362.25 16 8.0 69.3 0.92 0.81 0.87 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 28.48 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 34.60 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 48.87 48.87 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 1.88 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 11.0 804.9 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.26 5.29 412,50 303,13 196.88 196.88 196.88 196.88 196.88 196.88 196,88 196.88 205.49 231.63 ,,, -7188,64 W:IDetallsiReteaselCalcs 1130100-IBC 2015(V1.1 j.pdf 03/27/2017 10:31:10 AM 40 Pool Engineering,Inc.2017.Page 21 of 47 1TIIl2OlNTusjjnAnue win engineering Anaheim, CA 92807 "asst. inc. : Fax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS cont. 2`-6"R.B.B. 1 WALL LOADED BY EARTH PRESSURE TABLE E-NON-EXPANSIVE SOIL rsok 30 pcf 1 1 H 1 to 13 1 I RBB 2.5 ft 1 1 R 5.0 R I Section --4i. 13 14 15 16 17 18 19 20 21 22 RM i 142 --0- 6.5 7.0 7,5 8.0 8.5 9,0 9,5 10.0 10,5 11.0 4 Weight 49.66 55.61 62,06 69.25 77.63 87.42 98.47 111.96 134.96 604.88 1 0.5 75.0 2 1.0 66.3 -37.50 3 1.5 37.5 -59.38 4 2.0 37.6 X8.75 5 2.6 37.5 -78.13 6 3.0 37.5 -87,50 I '96,88 7 3.6 37.6 i 6 4.0 37,5 -106.25 # 9 4.5 37.5 115,69 10 5.0 37.5 125,00 11 6.5 39.1 194.38 1 a 12 6.0 43.8 -144.55 i 13 6.5 49,7 0.35 -167.34 ' 17,28 -167.50 14 7,0 55.6 0.42 0.39 21.05 21.92 -262.24 r 15 7,5 62,1 0.55 0.52 0.48 .,, 27.47 29.11 29.94 I 16 8.0 69.3 0.74 0.71 0.67 0.56 •962,25 ... 36.76 39.52 41,55 38,75 526.50 17 8.5 77.6 0.99 0.96 0,92 0.81 0.65 ,,. 49.30 63.56 67.22 56.23 50.23 1 18 9.0 87.4 1.32 1.29 1.25 1.14 0.98 0.75 768.23 i .,, 65.69 71.92 77.71 79.10 75.82 65.85 -1107.48 19 9.5 99,5 1.75 1.72 1.68 1.67 1.41 1.18 0,88 ,_. 87.01 95.79 104.95 108.82 109.11 103.37 86.48 -1587.01 20 10.0 111.4 2.32 2.29 2,25 2.14 1.98 1.75 1.45 1.04 116.35 127.53 139.77 148.35 153.36 153,26 142,88 115.97 -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 1 . 156,10 179.16 190.69 206.17 216.97 224.99 223.48 207.35 180.27 -3385,45 22 11.0 604.9 5.32 5.29 5.25 5.14 4.98 4.75 4.45 4.04 3.62 1.75 264.33 294.36 325.94 356.10 385.95 415.51 438.09 450.05 474.41 105625 -7188,64 ' } i t W:1DeteilstRel9ase1Celcs 113C1100-IBC 2015(V1,1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 22 a47 I t -' ".7'mmlnmmlm.mMl...l..l"l....Ill"l.....1I..Ill1IMliIIIIIIlI1IlIIIIIIIllIIlIl ®imui pool 1201 N. Tustin Avenue Ivnin engineering Anaheim, CA 92807 inc. Fax:(714)630-6114 Phone:(714)630-6100 POOL WALL SUMMARY 2' 6"! R.B.B. j TABLE F-EXPANSIVE SOIL EYsoa 45 pcf IH 11.0 ft I f RBB 2.5 ft 1 IR 5.0 ft SOIL SOIL H1 H2 t d Sec 0 Vertical As Os fl. 1L in, in. f!-1b ftIb MR Steel int in p k 1 Ise is 1;8 v va 1 0.0 0.5 12.0 8.81 1 -38IN psi ' ' psi psi Psi psi • 4 12';, 0.110 0.375 0.001 0.1 0.955 •472.1 +++0.0 -7. 1125.1 0.1 55.+: 2 0.5 ' + %; 0.110 0.375 0.003 0.227 + 1.0 1.5 • + 2.n1 •69 rt3 0,110 •� � -2168.+ 20000.'• 1125.+� 0.7 55.0.. 0.003 0.227 0.924 -1815.3 20000' 1125.'RE 1.5 2,0' 4 -2.81 •8. -78 -18 E. 0110 0.375 0.00 0.227 0.924 +`+++ + 2.0 • 1125.0 55.0 + 2.81 11 -88 4 141. 3.12" 0,11 Q 0.375 0.003 0.22 0.924 1240.7 20000,0 35.. 1125.0 65.0 2.5 + + 2.81 203 -9 +. 20 ••12" 0.110 0.375 0.0+ 0.227 0.92 4414.3 20000.0 127.3 1125.+FIE 7 3.0 au 6.0 2.81 I +. 0 + 0.003 .2 r 0.924 8998.3 G r+i + .. 8� + 6.5� + -118 384� 0.375 027 1125.0 NEM 4E:.i.+Mal um 0.375 0.00 . 0.211 IME MEE 2{1000,+ 1126.0 9 55.0 9 4.0RE 4.31iniffmizim; 12" 0.110 0.375 0.002 0.188 0.937 14895.9 ++•+'+ + 10 4.5 IMMO 4.31 icommum 56 • v 6 0.221 Me 0.004 MEM 10924.2 20000.+ 366,5 1126.0 10.' 55.0 11 5.05.31 : 1057 681 •6" 0.221 0.375 0.003 0.922 12052.8 �+++ A ��y 12 5.5girl" 9. 6.31: e , 369.1 1126.+ 10.7�COJ 13 5.+ #3 6' + +. + +r 0.216 + : : 20000.+ 360.6 1125.0 10.7 4- 10.9 2060 -22 . 1837 6" 0.221 + 0.003 0.207 0.93 20000.+ r 10.8 i14 6. ' + 7.31 -30+ 227 + 4" ' 0.331 0.375 0.004 0.241 0.921 12240.9 20000.+ .__. 3829 1125.0 55.0 15 7.+ 7.5 8.31 3164 -424 2740 ,4"- 0.331 0.375 + 16 7.5 8.0 12.5 9.91 3840 L� 0.228 0.924 12920.• 20000.0 375.8 1125.1, 55.0 61 4. I 14401 3 r•4 ii= 0.375 0.00 vau 0.928 20000.0 369.5 1125.01M 55.0 17 8.+ 13.5 10.31 4- -877 ,4" 0.331 0.375 0.00 ILEE: 0.931 14069.7 20000.+ 18 8. + 14. 11.31 546. -1253 cm 1125.0 55.0 e 0.331 0.376 0.002 0.19< 0.934 MEE 20000.0M 1125.0 KEE 55.0 19 9.0 15.5 1231 6434 • 2031• 4* 0.331 0.375 0.002 0.192 0.93. 1 r d 2. 20000.0 1125.0 13. 55.0 20 9.5 10.01130 12.81 Laze= 4944 lira 3 ,4" 0.331 0.375 0.002 0.18' 0.937 14911.• 20000.4• 340.7 1125.0 14.6 55.0 __21 10.4 arum mai 8682 effiv 4904 4" 0.331 0.375 0.00 0.189 0.937 14791.7 20000.0 338.0 1125.0 Eli 55.0 22 10. 11.0 16.0 12.81 9983 -8109 1874 2723 .4" 0.331 0.375 0.002 0.189 0.93 5651.2 20000.+ 129.1 1125.1 17.7 55.0 W:\DetailsWielease1Calcs 1130100-IBC 2015(V1.11 pdf 03/27/2017 10:31:10 AM ®Pool Engineering,Inc.2017,Page 23 of 47 • sem pool 1201 N. Tustin Avenue .'rift-, 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 Ysou 45 TABLE F F.EXPANSIVE SOIL P , H 11.0 ft 1 1 RBB 2.5 ft I 1 R 5.0 ft I 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 4 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 2 1.0 56.3 0.50 0.39 -37.50 37.50 21.88 3 1.5 37.5 0.50 0.39 0.25 -59.38 37.50 21.88 9,38 4 2.0 37.5 0.50 0.39 0.25 0.25 -68.75 37.50 21.88 9.38 9.38 5 2.5 37.5 0,50 0.39 0.25 0.25 0.25 76.13 37.50 21.88 9.38 938 9.38 8 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.26 -87.50 37.50 21.88 9,38 9.38 9.38 9.38 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 -96.86 37.50 21.88 9.38 9.38 9.38 9.38 9.38 8 4.0 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.26 -106.25 1 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 9 4.5 43.8 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0,26 0.29 -116.43 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 12.78 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 -129.21 37.50 21.88 9.38 9.38 938 9.38 9.38 10.18 12.78 14.65 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 '143.86 37.50 21.88 9.38 9.38 9.38 9.38 9.38 10.18 12.78 14.66 16.69 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 -160.55 37.50 21.88 9.35 0.33 0.38 s 9.38 10.18 13 6.5 62.1 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 10.32 10.34 10.36 20.40 -181.661.12 ... 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.16 13.88 15.82 17.94 22.63 ,.. -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 f 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 I 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 t 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 48.87 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 1.89 1.72 1.74 1.78 1.80 I 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 2.26 2.25 2.26 2.29 2.31 2.33 2.38 187,50 134.37 84.37 84.37 54.37 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 19988 196.88 196.88 196.88 196.88 205.49 231.53 249.02 286.69 302.37,,. -8108.97 W:IDeta9s1Release1Catcs IBC1100-IBC 2015(V1.1J.pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 24 of 47 1 aim pool 1201 N. Tustin Avenue !tHl1 engineering Anaheim CA 92807 �.�.e Inc. Fax:(714)630-8114 Phone:(714)830-6100 RESISTING MOMENTS cont. 2=6"R.B.B. WALL LOAM,EIV FARM PRESSURE TABLE F-EXPANSIVE SOIL 7sox 45 pct I i N 11.0 ft I RBB 2.5 ft I R 5.0 ft I Section --+ 13 14 15 16 17 18 19 20 21 22 RM H2 -'--► 8.5 7.0 7.5 8,0 8.5 9.0 9.5 10.0 10.5 11,0 Weight 62.10 68.20 68.59 75.54 83.94 94.02 106.67 123.36 147.14 721,99 1 0.5 75.0 2 1.0 58.3 -37.50 -59.38 3 1.6 37.5 -68.75 4 2.0 37.5 5 2.5 37.5 76'13 -87.50 6 3.0 37.5 7 3.5 37.5 88'88 8 -106.25 4.0 39.1 9 4.5 43.8 118.43 -129.21 10 5.0 46.9 -143.86 11 5.5 50.0 -160.55 12 6.0 58.3 13 6.5 62.1 0.43 -181.66 .,. 28.75 -222.32 14 7.0 66,2 0.51 0.46 31.47 30.68 -290.84 15 7.5 88.8 0.84 0.59 0.59 ,,. 39.50 39.23 36.09 -424.23 18 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 0.86 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 1.16 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 1,81 1.45 1.23 0.93 113.95 116.61 118.33 121,87 121,74 115.36 99.50 -1783,84 20 10.0 123.4 2.41 2.36 2.30 2.16 2.02 1,50 1.50 1.12 149.39 155.39 157.48 164.98 169.85 169.02 160.38 137.92 -2556.26 21 10.5 147,1 3.23 3.18 3.12 3.00 2.84 2.62 2.32 1.94 1.42 200,35 210.72 213.78 226.98 238.53 246.17 247.81 23915 208.56 -3778,29 22 11.0 722.0 5.41 5.36 5.30 5,18 5.02 4.60 4.50 4.12 3.80 1.83 ... 335.69 355.00 363.26 391.59 421.45 451.09 480.40 508,01 529.24 1318.12 -8108.97 W:\Details1Relea681Ceics IBC1100-IBC 2015 11/1.1].pdf 03/27/2017 10:31:10 RM 0 Pool Engineering,Inc.2017,Page 25 0147 asspool 1201 N. Tustin Avenue ,..... engineering Anaheim, CA 92807 inc. Fax:(714)630-5114 Phone:(714)630-6100 POOL WALL SUMMARY 2'--6"R.B.B. TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK I Ysou. 62 pcf 1 f1-1 11.0 ftJ JRBB 2.5 it I fR 5.0 ft } 1 SOIL SOIL H1 H2 t d Sec O MR MT y Vertical As Ds R. I In, in. Steel inx in. fs Isle fc 5-lb fl-lb ft-lb lb P k 1 0.0 0.5 120 881 ., 12" 0.110 0.37` 0.001 0.136 + : -467.46l ,si p7 pal psi -38 ` < 20000• 7 2 1125.4 + 55.0 ll 2 0.5 1.0 6.0 w ' -59 31 mum 0.003 + ME 1.0 6.+ 2 81 0.924 -2046.840 20000.0 -59.0 1125.0 0.91E10 + ow low 3 -69 7+ <<9 12" 0.110 0.375 0.003 0.227 0.924 -1406.3 41410 d0.6 1125.0 2.1, 55.0 + 6.0 281_ 8 • -78 125#3 •• 12" 0.110 0.375 0.' 2.0 + 2.81 M'163 -88' 7 195 r 0.227 0.924 212.1 2p0000 8.1 1125.1 3.7 55.0 • 2.5 3.0 3.31. 281 -.. 91r 0.110 0.375 0.003 0.227 0,924 3134.4 20000.0 90.4 1125.0 5.8 55.0 IllING 183 281 x •k 12- ail' 0.375 0.003 0.211 0.930 6461.3 20000.0 170.0 1125.+• 7.1 55.0 gom 3.0 mow 4.31gimo -11+so um ; r + 0.37 0.002 0.188 gxED 9016.6 200000 204.' 1125.0 En= 4.0 me 5.31 •.• 0.110 0.375 0.002 MINCE ' 4.5 I 6,31; 20000.0 236.7 + + 0.110 0.376 0.001 + ' 5.0 + 7.31 r+ " + 20000.0 + t 725.0 55 0 0.221 0.375 0.0+ VIZ 11' + ._5,5 + +: _ 0.933 8967.0 20000.0 223.3 1126.+ ' • 0.221 + 0.00 0.191 0.936 10639.9 200000 248.6 + 9.5 55.0 1 6.0�E 224•. -24 amalgam 13 6.0 6.5 10.31 28 -304 �" 0.221 +EM 0.00O tBi r + 12437.6 20000.0 MEM 10.1 55.. , 0.221 0.375 + r+ 0.173 0.942 14267.0 20000.0 ' • 1125.0 CELE 14 7,+ + 3567 -409 0.442 0.375 r+ 15 7.0 Z5 10.31 438: ��. � 0• 0.236 0.921, 9027.8 2000Q.4 1125.4 Rom �Engo`."m 0.442 0.37. 0.004 0 236 OM 10914.9 20000.0 EN 1125.6 IMS 55.0! 16 allie 8.0 13.5'Emu 5325 -797 mu gramign 0 442 0.376 0.004 0.236 17' 8.0 14.5, + 6387 -111 � 0442 0.375 0003 + , . 20000.0 392.1 + 56.4" 7582 -1553=miffs 0.442 0.376 0003 0.218 0.927 . 20020000•' 1125.0 Amu 55.+ 9.0 13.31 8917 -2168 6749 st 0.442 0.375 0.00 +ell p0 1125.0 �+ ' 9, + ' 11. 14.31 1040+% -3055 7345 3120 MOO 0.930 14810.1 20000.+ 1125.0 !55.0 21 f0+ + 18.0' 12039 4447 + r _ 0.442 0.375 6.003 + ,. 20000.6 377.0 + I ,.3« .. + 0.00 + + 0.933 20000.. .Yv f 11250 • - 55.+ , 10.5 11.0 18.0 14.81 1384 -9442 4400 3775 3 3" 0.442 0375 0.002'0.201 0.93 8648.3 20000.. 213.8 1126.0 21.2 65.0 d 1 I I 1 1 i 1 I } 1 1 I 1 1 1 W:IDetailslReleaselCalcs IBC1100-IBC 2415[1/1.1].pdf 03/27/2017 10:31:10 AM II)Pool Engineering,Inc.2017,Page 26 of 47 ■® pool 1201 N. Tustin Avenue TMengineering Anaheim, CA 92807 > .... Inc. Pax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS 21-6"R.B.B. 1mu Loam BY EARTH PRESSUM TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK 7SOIL 62 pcf 1 j H 11.0 ft J 1 RBB 2.5 ft 1 I R 5.0 ft I Section ----. 1 2 3 4 5 6 7 8 9 10 11 12 RM 112 -► 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 58.25 37.50 37.50 37.50 39.06 4175 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 4 2.0 37.5 0.60 0.39 0.25 0.25 -68.75 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 0.26 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 0.28 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 ... -569.08 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 69.56 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 58.53 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 82.97 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 2.26 129 2.33 2.38 2.42 2.46 2.50 187.50 134.37 84.37 84.37 84.37 88.30 100.28 116.69 133.62 151,06 189.03 187.52 .., -3056.31 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:1Deta11s1ReteaselCalcs 1130100-IBC 20151111.1j.pdf 03/27/2017 10:31:10 AM @t Pool En inee g ring,Inc.2017,Page 27 of 47 au■ pool 1201 N. Tustin Avenue ions engineering Anaheim CA 92807 inc. Fax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS cont. 2=6"R.B.B. WALL LS'EARTH.PRESSURE TABLE G-HIGHLY EXPANSIVE SOIL OR NO DECK I'so. 82 pd J H 11.0 ft # RBB 2.5 ft J IR 5.0 ft I Section '-- 13 14 15 16 17 18 19 20 112 ----. 2122RM 6.5 7.0 7.5 8.0 6.5 9.0 9.5 10,0 10,.5 11..0 Weight 80.76 65:06 86.65 88.99 92.46 100.62 113.54 130.74 154.97 835.42 1 0.5 75.0 2 1.0 66.3 -37.50 3 1.5 37.5 -59.38 4 2.0 37.5 -68.75 6 2.5 37.5 '78.79 6 3.0 39,1 87.50 7 3.5 43.8 -97.68 8 4.0 50.0 -110.45 9 4.6 66.3 -127.15 10 5.0 62.5 148.26 11 5.5 68,8 174.93 72 6.0 75.0 -205,88 13 6.5 80.8 0.56 -243.38 44.84 14 7.0 85.1 0.63 0.69 304.23 } „. 50.97 50.02 15 7.5 86.7 0.76 0.72 0.65 -408.93 ¢: 61.41 61.02 56.06 16 8.0 89.0 0.95 0.90 0.83 0.69 -589.06 76.52 76,94 72.28 61.59 17 8.5 92,6 1.20 1.16 1.09 0,94 0,75 797.47 96,91 98,41 94.15 84.05 69.21 18 9.0 100.6 1.53 1.48 7,42 1,27 1.08 0.64 -1114.21 .., 123.57 126.49 122.76 113,43 99,74 84,71 -1553,14 $1 19 9,5 113.5 1,96 1.92 1.85 1.70 1.51 1.27 0.98 158,24 163,00 159.96 151,63 139.43 127.80 111,14 20 10.0 130.7 2.53 2.49 2.42 2.27 2.08 1.84 1.55 1.17 -2168.09 204.33 211.55 209.41 202.42 192.20 185.32 175.94 162.64 21 10.5 155.0 3.35 3.31 3,24 3.10 2,90 2.66 2.37 1,99 1.47 -3055.31 ,.. 270.60 281.34 280.51 275.44 268.06 267.89 289.10 259.92 227.83 22 11,0 835.4 5.53 5.49 5,42 5.27 5.08 4.84 4.55 4.17 365 1.138 X446.59 446.61 466.72 469.96 469,39 469.57 487.18 516,55 544.87 565.58 1567.70 -9442.23 W:1Details\ReleasetCalcs IBC1100-IBC 2015(Vi.11.pdf 03/27/201710:31:10 AM Cl Pool Engineering,Inc.2017,Page 28 of 47 um pool 1201 N. Tustin Avenue �A engineering Anaheim, CA 92807 "E` 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:1DeIails1Release\Caics IBC1100-IBC 2015(V1.11,pdf 03/27/2017 10:31:10 AM ®Pool Engineering,Inc.2017,Page 29 of 47 •® pool 1201 N. Tustin Avenue SAA. engineering Anaheim, CA 92807 ,s..� Fax:(714) 630-6114 inc. Phon :(714)630-6100 SWIMMING POOL CALCULATIONS NOTATION c :specific compressive strength of concrete(psi) <nc :weight of concrete(pcf) fc., =0.45t :allowable extreme fiber stress in compression for concrete(psi) u -1.1 f. :permissible shear stress carried by concrete(psi) E. =57000-g :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) E,=29000000 :modulus of elasticity of reinforcement(psi) Yo :equivalent fluid pressure of soil(pcf) n= E :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) RSB :distance from top of bond beam to surface of water(ft.) R :Radius of pool wail curvature(ft) t :thickness of pool wall at particular height(in) d=t-cover-(D,12) :distance from extreme compression fiber to centroid of tension reinforcement(in) Hi :top depth of particular section(ft) H2 :bottom depth of particular section(ft) 1 H' OTMS1 = 6 ys 2 :over-turning moment(ft4bs) V80„. = 2 r,H2 :shearr (lbs) 6 Ma :Moment Resisting(ft-lbs) E 01140„d :over-turning moment due to additional vertical load(ft-lbs)-SEE BOUSSINESQ ANALYSIS Vioad :shear due to additional vertical load(lbs)-SEE BOUSSINESQ ANALYSIS MT=OTMsoa+OTMsd+MR : Net Moment(ft-lbs) VT=Vson+Viand : Net Shear(lbs) A, :area of nonprestressed tension reinforcement(in2) D, :Diameter of reinforcement(in) p= bd :ratio of tension reinforcement i k=sj(pn)2+2pr1-pn k 1=1-3 I. fs= MT { d :average stress in the steal(psi) As j 2M fc= r :maximum compressive stress at the top of the compressive zone(psi) /kbd u= bd :design shear stress(psi) i r s W:\Details ReleaselCalcs IBC1100-IBC 2015(V1.11.pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 30 of 47 HIM pool 1201 N. Tustin Avenue tine engineering Anaheim, CA 92807 �.p.." Fax: 714)630-6114 Inc. Phone:(714)630-6100 TYPICAL 2 STORY FOOTING SURCHARGE FOUNDATION PRESSURE: 1000psf .1 Oal...•4101.40.04......... (on drawing) O o 0 18" / ao TTAT T 0X RESULTANT = 1000psf(1.5ft) QL= 1500pIf W:VDelails1ReleaselCalcs IBC1100-IBC 2015[V1.1].pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 31 of 47 pool 1201 N. Tustin Avenue !m1! engineering Anaheim, CA 92807 Fax:(714)630-6114 inc. 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:1DetailsWeteasevCalcs I80100-IBC 2015 fV1.1].pdf 03/27/2017 10:31:10 AM ©Pool Engineering,Inc.2017,Page 38 of 47 ngI ng. • pool N. �flf engineering Anaheim, CA 92807Avenue *a�rcr Inc. Fax:(714)630.6114 Phone:(714)630-6100 SWIMMING POOL CALCULATIONS NOTATION specific compressive strength of concrete(psi) wt :weight of concrete(pcf) fcs, =0.45t :allowable extreme fiber stress in compression for concrete(psi) =1.1g :permissible shear stress carried by concrete(psi) E. =570004 :modulus of elasticity of concrete(psi) fly =40000 :specified yield strength of reinforcement(psi) =20000(GRADE 40,50j,24000[GRADE 601 :permissible tensile strength in relnf.(psi) E,=29000000 :modulus of elasticity of reinforcement(psi) Y: :equivalent fluid pressure of soil(pcf) n= Ec :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) R88 :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) d1=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 H1 :top depth of particular section(ft) H2 :bottom depth of particular section(ft) H,, :water depth(ft) OTM= 8 ,14w :over-turning moment(ft-lbs) V= 2 yH2 :shear(lbs) MR :Moment Resisting(ft-lbs) MT=OTM+MR :Net Moment(ft-lbs) VT=V :Net Shear(Ibs) A, :area of nonprestressed tension reinforcement(in2) D, :Diameter of reinforcement(in) p= by :ratio of tension reinforcement • k=rt(P,n)2+2pn pn i=1-3 fs= ,--*d :average stress in the steel(psi) As jd fc= bJc1 d2 maximum compressive stress at the top of the compressive zone(psi) u= bd ;design shear stress(psi) W:1Detalis1Release1Calcs IBC1100-IBC 2015[V1.1J.pdf 03/27/2017 10:31:10AM 0 Pool Engineering,Inc.2017,Page 37 of 47 was pool 1201 N. Tustin Avenue Uf engineering Anaheim, CA 92807 ".•••. Fax:(714)630-6114 Inc. Phone:(714)630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE SHALLOW/DEEP END RAMP-DETAIL#11 e, w, Wa 43 e4 W 111:1 r e5 g n. ........__ . At . 1 ,.. ......,.._...,.._ v. ......._ tw. Ai, __ etu e,1 fir W„ - I 412 Ilbw, k e13 w. M of t M A15 k tr Determine RM about point A: § .",-- LOAD DIAGRAM DUE RMA=MA 4 W2e2*—WA `"" TO EARTH PRESSURE Point A can be any point on inside of pool well. i I i I WmetaipeRsleasekcalcs 1BC1100-IBC 2015[V1.11.pdf 03/27/2017 10:31:10 AM CD Pool Engineering,Inc.2017,Page Mot 47 pool 1201 N. Tustin Avenue Alpin' engineering Anaheim, CA 92807 `"* Fax:(714)630-6114 Inc. Phone:(714)630-6100 RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP-DETAIL X11 112 413 wi x 9. .0 ..40 9 wp Y At2 , A13 414 • rw W- X .. 4 Determine RM about point 8: 8f1 Wp T f0 Bw. Nr RMa=W,e,+W +...W,,en LOAD DIAGRAM DUE Point 8 can be any point on outside of pool wap. TO WATER PRESSURE W:1Deta11s1R®IeaselCalcs IBC1100-18C 2015IV1,11.pdf 03/2712017 10:31:10 AM olD Pool Engineering,Inc.2017,Page 39 of 47 Minnpool 1201 N. Tustin Avenue ..n engineering Anaheim, CA 92807 Inc. Fax:(714)630-6114 Phone:(714) 630-6100 SAMPLE CAL CULA TIONS SECTION 12, NO R.B.B. SHALLOW/DEEP END RAMP-DETAIL#11 Demonstrating methodology used to calculate results shown in summary tables. = 2500 psi we= 150 pcf fcae =0.45t = 1125 psi =1.1 Y = 55.0 psi Ec=57000 = 2850000 psi fy= 40000 psi fseu= 20000 psi Es= 2.9E+07 psi Ys= 45 pcf 1w 0 pcf n`EsiEc= 10.18 bs 12 in cover= 3 in H= 6.0 ft Try wall thickness t= 12.0 in ata depth of H2= 6.0 ft Try vertical steel= #3 c 6" Ds= 0.375 in A.a 0.221 in` d,=t-d2 = 3.00 in d2=cover+ (De/2) 9.00 in 1 OTMao1L = y,H2 = 1620 ft-lb Overturning moment due to earth pressure VT = a Vsk = 2 ye H: = 810 lb Shear due to earth pressure W:Wetails\Release1Calcs IBC1100-IBC 2015 f V1.11.pdf 03/27/201710:31:10 AM ®Pool Engineering,Inc.2017,Page 40 of 47 nu pool 1201 N. Tustin Avenue ASA, engineering Anaheim,CA 92807 inc. Fax:(714)630-6114 Phone:(714)630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 12, NO R.8.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) Mr=OTMr„+MR= -295 ft-lb SEE POOL WALL SUMMARY p= bd = 0.006 k=Jtpn}2+2pn-pn m 0.296 j=1--:- = 0.901 fs= mr = -5919.6 psi < 20000 psi OK kid.* fc= (kb412 = -245.1 psi < 1125 psi OK u= VT = 22.5 psi < 55.0 psi OK bd, yw = B 1 -2246 ft-lb Overturning moment due to water pressure OTMw.=, HW VT =VM.w = 2 rW Hw = -1123 lb Shear due to water pressure MR= 158 ft-lb Resisting moment due to weight of pool wall. (w loaded by MT=OTMW.,+MR= -2090 ft-lb SEE POOL WALL SUMMARY P= b� = 0.002 k=j(pn}242pnapn = 0.184 =1= m 0.939 fs= MT j d2 = 13441.5 psi < 20000 psi OK 2M _ fc )kbd, = 298.4 psi c 1125 psi OK u= bdi = 10.4 psi < 55.0 psi OK x W:10etailslReleaselCaics I8C1100-IBC 2015 EV1.1).pdf 03/27/2017 10:31:10 AM m Pool Engineering,Inc.2017,Page 41 of 47 sin` pool 1201 N. Tustin Avenue -n.a. engineering Anaheim, CA 92807 inc. Fax.(714)630-6114 Phone:(714)630-8100 SAMPLE CALCULATIONS SECTION 12, NO R.B.B. RESISTING MOMENT METHODOLOGY HALL01NIbEt;P END RAMP.DETAIL ori, WALL LOADED BY EARTH PRESSURE A,. 0.510 5' 0. p3.000 W.. 75,00 b T1 M,• 425.00 Mb yy� A,. 0.375 5' \:.7 2.556 We. 55.25 5, Me -16250 11 IP A,. 0.250 6° 0 2.750 We 37.50 b r•.. Me -153.13 54b Ar 6350 5' 02750 W.- 37.50 b _. ► M.• -103.1354 A, 0.260 5' 066 2.750 W,. 37.50 b 6b• -103.13 54 A,• 0.250 5' 0 27ao W.• 37.50 b 1- Me -107.13 6b A. 62715° Q X.771 We40.63 6 b 1 M,• •17250 ab K A,e 0.310 5' 0 2.753 W,• 46.16 b 6 W ... 1 - -125.61 5-Y Ar• 6.354 5' (7 t 2727 W.• $3.13 b * M.• 41117 Mb 0 Me 0.115 5' " 2.571 We. 62.325 �. Hie -760.X1 5b 5 {�. 0512 p. 2277 W. 76.31 b M M,.• -174.50 0.b Ale 2260 5' 0 1 42 W.,• 343.67 b M,1. •362.72616 ¢ M,- 0.000 5' a WA* 0,017 b ..:.. M,1• 0.0.00 Mb 11 A i i' { RM n-= M +M +M 1 2 a+Ms+Ms+Mg+M7+Me +Me+010+M11+M12+M13= -1914.60 ft-lb i W:1Deteii$1Re1e0511Calcs ISO 100-IBC 2015[V1.1j.pdf 03/271201710:31:10 AM 0 Pool Engineering,Inc.2017,Page 42 of 47 , _o® pool 1201 N. Tustin Avenue 'Inn engineering Anaheim, CA 92807 ..... inc Pax:(714)630-6114 Phone:(714)630-6100 POOL WALL SUMMARY NO R.B.B. Lys(45 P IH 6.0 ft SHALLOW/DEEP END RAMP•DETAS.#11 R88 0.0 ft 1 IR 2.5 ft Sec H1 H2 1 d1 d2 SOIL WATER R. ft. in. in. in, OTM MR MT V OTM MR MT V Vertical As De ft-lb ft-lb ft-lb lb ft-lb ft-lb ft-lb lb Steel ins in. 1 0.' 0.5 12.0 9.00 3.00 1 -39 -37 6 -1 38 36 < (1)12" 0.110 0.375 0.6 1.0 6.0 3.00 3.00 23 •10 t 12" 0.11' 0.375 an �1.0j� 3.00 3.00 51 -35 " 0.11) 0.375 mai 3.0°1103111C.....111=.1ME90 NM an Nem misium r ri ICE 300 300 , 0.11+ 0.375 j� 141 -16 c �12" 0.11 r r_ 3.00 " ■z„r ' ' 10: 203 -281 '< 0.110 0.375 3.0NE Es 3.00 4.00IINl-108 r c, M3 012" 0.110 0.375 ir Er En 3.00 5.00 480 MEM 340 360 Kmerto3 @ 12" 0.110 0.375 coni .:9.0 3.00 6.00 482 .r ' a 12" 0.110 0.375 en 5.0 ec Ka L L irm aimi558 irtz -1300 81 En 93 . 6" 0.221 r 12s Ein m 5. Ur 3.00 r+ 586 681 -1730 -27 ' I 6" 0.221 0.375 ■ 5.5 8.0 12.1 3.00 9.00' 1620 -1915 -295 811 r Y 156 • 3 ,6" MI 0,221 0.375 Sec Hf H2 t SOIL WATER ft. ft. in, p k I i fs fs.r x v1a P k j ts psi . psi , psi psi psi psi psi psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -462.1 20000. -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 0.928. 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 0221 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 f 8.0 8 3.5 4.0 8.0 0203 0.221 0.928 132862 20000.0 389.6 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 18058.2 20000.0 502.2 12.7 0.002' 0.162 0.946 16231.1 20000.0 307.8 8.8 10 4.8 8.0 10.0 0.006E 0.296 0.901 11204.7 20000.0 463.9 15.8{ 0.003 0.206 0.931 10328.4 20000.0 263.5 93 11 5.0 5.5 11.0 0.008 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 5.6 8.0' 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:1DetailstiReleaselCaics 1E10100-IBC 2015(Vi.1j.pdt 03127/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 43 oi4T ®i pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS NO R.B.B. L L YEARThimastAmESHALLOW/DEEP END RAMP-DETAIL#11 sou. 45 pcf I H 6.0 ft 1 I RBB 0.0 ft J I R 2.5 ft 1 Section__- . 1 2 3 4 5 6 7 8 9 10 11 12 112 --► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5:0 5.5 6.0 RM 4 wool 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 3 1.5 37.5 0.50 0.39 0.25 -59.38 37.60 21.88 9.38 4 2.0 37.5 0.50 0.39 0.25 0.25 -68.75 37.50 21.88 9,38 9.38 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 -78.13 37.50 21.88 9.38 9.38 9.38 8 3.0 37.5 0.50 0.39 0.25 0,25 0.25 0.25 67.50 37.50 21.88 9.38 9,38 9.38 9.38 -96.88 7 3.6 40.6 0.50 0.39 0.25 0.25 0.25 0.26 0.27 37.50 21.88 9.38 9.36 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 9 4,5 53.1 0.71 0.60 0.46 0.46 0.46 0.45 0.48 0.50 0.44 '140.12 53.15 33.62 17.20 17.20 17.20 17.20 19.50 23.32 23.14 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 -221.54 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 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 -681.46 225.00 162.50 103.13 103.13 103.13 103.13 112.59 129.81 144.87 160.21 174.90 392.22 -1914.60 ff 1 W:\DetailslRelease1Cak,s 180100-BC 2015 IV1.11.pdf 03/27/2017 10:31:10 AM trt Pool Engineering,Inc.2017,Page 44 of 47 NMI pool 1201 N. Tustin Avenue SAA engineering Anaheim. CA 92807 Inc. Fax:(714)630-6114 Phone:(714)630-6100 RESISTING MOMENTS NO R.B.B. WALL Lt oiso BY WATRPRESSURE SHALLOWIDEEP RAMP-DETAIL#11 I Ysalc 45pcf � f H 6.0 ft IRBB 0.0 ft I R 2.5 ft 1 Section -1. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -.---r 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 8.0 Weight 75.00 58.25 37.50 37.50 37.50 37.50 40.63 46.48 53.13 62.32 78.81 343.57 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 37.6 0.00 0.11 0.25 0.00 6.25 9.38 15.83 4 2.0 37.5 0.00 0.11 0.25 0.25 0.00 6.25 9.38 9.38 26.00 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 8.25 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 8.25 10.94 12.50 12.50 12.50 12.50 12.67 79.86 8 4.0 48.5 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 4.01 926 11.38 11.38 11.38 11,38 11.46 12.11 17.35 99.69 10 5.0 82.3 -0.09 0.02 0.18 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 5.85 5.46 9.75 21.17 60.68 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 -0.80 -0.46 -0.48 -0.46 -0.46 -0.48 -0,50 -0.44 -0.28 0.01 1.16 -53.22 -33.87 -17.24 -17.24 -17.24 -17.24 -19.54 -23.36 -23.19 -17.47 1.03 394.68 158.32 W:1DeleilslReieaselCalcs i8C1100-IBC 2015 N1.1J.pol 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 45 of 47 a sit IN pool Ron Lacher.R.C.E. 'I,111A1,11•11 Anaheim,GeWornia nn engineering 120th inc. 92607 DETAIL#12: STANDARD POOL WALL Fax:p�ai63as��a EQUIVALENT FLUID PRESSURE=62.4 P.C.F. A' Fa (71416304400CALCULATION METHODOLOGY WJ 2000 LB.PATIO COVER POST LOAD to 2000 L8. C' :ooa e. p LOAD#ROP PARD COVER POST ON BOW BEAN cr x 134 11 Ih ,s Po1/2%Hi ' i or C SII G7 p /1111 t8 Ming , A 't t r� 111111 11 Ly 11111111 Ott22 Et»ita t LOAD OEAptAA! DUE TO fARTk PRIZSSURE li= a II�tE-- NET MOM:01Uisot+ 01At c DETERMINE OTM AND V DUETO Ys + 07/1 AM two DSA— (1/2 ys Hz XH2/3) = 1/6 Ys Ff2 DETERMINE OTM►osr ioAo VA= 1/2 ys HZ OTM = (2000 Ib)(—x) = NEGATIVE MOMENT (RESISTING MOMENT) NO INCREASED MOMENT ON POOL WALL. FROM POST LOAD aat 0 poo1201 N. Tustin Avenue 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 r area necessary for beartno P:=2000lb 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 (la • 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:1DetafsiRelease\Calcs 105100-IBC 2015(V1.11.pdf 03/27/2017 10:31:10 AM 0 Pool Engineering,Inc.2017,Page 47 of 47