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BPOL2020-0121
ADDITIONAL SITES CHRONOLOGY CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JAKE FUSON 7/30/2020 7/30/2020 NOTIFIED TEAKA MCCARTHY W/ GENSLER THAT PLAN REVIEW IS COMPLETE AND REVISIONS ARE REQUIRED. SENT COMMENTS VIA EMAIL. E-MAIL JAKE FUSON 10/8/2020 10/8/2020 NOTIFIED APPLICANT THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE PENDING RESOLUTION OF CONDITIONS FOR ISSUANCE (SEE CONDITIONS TAB). RESUBMITTAL JAKE FUSON 9/30/2020 9/30/2020 2ND SUBMITTAL RECEIVED 9/30/2020. CONDITIONS Description: SILVERROCK / PENDRY HOTEL POOLS, SPAS AND LAZY RIVER Type: POOL CONSTRUCTION (WEB) Subtype: PUBLIC Status: EXPIRED Applied: 7/8/2020 ECON Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: 10/8/2020 JFU Subdivision: PM 33367 Block: Lot: 22 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,868,864.00 Occupancy Type: Construction Type: Expired: 11/12/2021 AMA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: SILVERROCK / (2) POOLS, (3) DETACHED SPAS AND LAZY RIVER AT PENDRY HOTEL. 2019 CALIFORNIA BUILDING CODES. Printed: Tuesday, July 19, 2022 10:06:50 AM 1 of 6 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0121 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 Broadway Suite 100 San Diego CA 92101 (760)634-6543 teaka_mccarthy@gensl er.com OWNER SilverRock Lodging, LLC 3551 Fortuna Ranch Road Encinitas CA 92024 (760)634-6543 stephen@therobertgre encompany.com PROJECT MANAGER THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (760)634-6543 JOSH@THEROBERTGRE ENCOMPANY.COM READY TO ISSUE CHECKLIST JAKE FUSON 10/8/2020 8/12/2021 COMPLETE THE FOLLOWING IS REQUIRED IN ORDER TO ISSUE: -CONTRACTOR -CORRECT PROJECT VALUATION -UNLOCKED COPY OF THE STRUCTURAL CALCULATIONS MUST BE PROVIDED SO CITY APPROVAL STAMPS MAY BE APPLIED AND REATINED FOR PERMANENT RECORD UPDATE: PROJECT VALUATION RECEIVED. UPDATE: UNLOCKED STRUCTURAL CALCULATIONS RECEIVED, STAMPED, AND ATTACHED. CONTRACTOR INFORMATION RECEIVED FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY HOURLY CHARGE - ESGIL STRUCTURAL ENGINEER 101-0000-42600 17 $2,040.00 $0.00 Total Paid for BLDG CITY STAFF - PER HOUR: $2,040.00 $0.00 BSAS SB1473 FEE 101-0000-20306 0 $75.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $75.00 $0.00 Printed: Tuesday, July 19, 2022 10:06:50 AM 2 of 6 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0121 INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY)AJ ORTEGA 7/8/2020 7/9/2020 7/10/2020 COMPLETE VERIFIED ATTACHMENTS, DELETED AND RENAMED AS NECESSARY. REVIEWS MODIFIED FOR ADDITIONAL SCOPE OF WORK AND SITE SPECIFIC ENGINEERING. 1ST BLDG COMPLETE (2 WK)KURT CULVER 7/10/2020 7/24/2020 7/22/2020 REVISIONS REQUIRED 1ST BLDG NS – ETRAKIT (2 WK)JAKE FUSON 7/10/2020 7/24/2020 7/30/2020 REVISIONS REQUIRED SEE 1ST REVIEW COMPLETE CORRECTION LIST (ATTACHED). 2ND BLDG STR – ETRAKIT (1 WK)KURT CULVER 9/30/2020 10/7/2020 10/8/2020 APPROVED PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $1,006.25 $0.00 SWIMMING POOL/SPA 101-0000-42404 0 $201.25 $0.00 SWIMMING POOL/SPA PC 101-0000-42600 0 $109.48 $0.00 Total Paid for POOL / SPA 2019: $1,316.98 $0.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $0.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 $0.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $0.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 TOTALS:$3,446.98 $0.00 Printed: Tuesday, July 19, 2022 10:06:50 AM 3 of 6 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0121 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/10/2020 AJ ORTEGA 1ST SUBMITTAL SPECIFICATIONS (FOR REFERENCE ONLY) BPOL2020-0121 - SPECIFICATIONS (FOR REFERENCE ONLY).pdf 1 DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL STRUCTURAL CALCULATIONS BPOL2020-0121 - 1ST SUBMITTAL STRUCTURAL CALCULATIONS.pdf 1 DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL PLAN SET BPOL2020-0121 - 1ST SUBMITTAL PLAN SET.pdf 1 DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL PLAN SET (ARCHITECTURAL - FOR REFERENCE) BPOL2020-0121 - 1ST SUBMITTAL PLAN SET (ARCHITECTURAL - FOR REFERENCE).pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - STRUCTURAL CALCULATIONS CBC 2019 Calculations Combined.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - PLAN SET PENDRY-AQUATIC-BLD RESUBMIT 1 DS.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - REFERENCE SHEETS PENDRY-FOR REF-BLD RESUBMIT 1.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - RESPONSE LETTER Pendry Hotel BLD RESUBMIT - BPOL2020- 0121 - Pools, Spas, and Lazy River.pdf 1 BOND INFORMATION 2ND BLDG NS – ETRAKIT (1 WK)JAKE FUSON 9/30/2020 10/7/2020 10/8/2020 APPROVED Printed: Tuesday, July 19, 2022 10:06:50 AM 4 of 6 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0121 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - GEOTECHNICAL REPORT 8227-04 - TRGC, La Quinta Supplemental Investigation, Oct 2019.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - POOLS/SPAS/WATER FETURES SPECIFICATION 13 11 23 ON GRADE POOLS-SPAS-WATER FEATURES.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - SHOTCRETE SPECIFICATION 13 11 23.2 SHOTCRETE FOR POOLS-SPAS.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - PUMPED CONCRETE SPECIFICATION 13 11 23.3 PUMPED CONCRETE FOR WATER FEATURES.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - WATERPROOFING SPECIFICATION 13 11 23.4 COLD FLUID- APPLIED WATERPROOFING FOR POOLS-SPAS-WATER FEATURES.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - TILING SPECIFICATION 13 11 23.6 TILING FOR POOLS-SPAS.pdf 1 DOC 9/30/2020 EtrakitContractor 2ND SUBMITTAL - CEMENTITIOUS COATING SPECIFICATION 13 11 23.8 CEMENTITIOUS COATING FOR POOLS- SPAS.pdf 1 DOC 7/22/2020 JULIO ANAYA 1ST REVIEW CORRECTION LIST (ESGIL) BPOL2020-0121 - 1ST REVIEW CORRECTION LIST (INTERWEST).pdf 1 DOC 7/22/2020 JULIO ANAYA 1ST REVIEW -INVOICE (ESGIL) BPOL2020-0121 - 1ST REVIEW -INVOICE (INTERWEST).pdf 1 Printed: Tuesday, July 19, 2022 10:06:50 AM 5 of 6 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0121 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/8/2020 JAKE FUSON APPROVED STRUCTURAL CALCULATIONS BPOL2020-0121 - APPROVED STRUCTURAL CALCULATIONS.pdf 1 DOC 10/8/2020 JAKE FUSON APPROVED PLAN SET BPOL2020-0121 - APPROVED PLAN SET.pdf 1 Printed: Tuesday, July 19, 2022 10:06:50 AM 6 of 6 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0121 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 1 of 36 G:\AMMTec Consultants PLLC NEW\Projects\Pools\Standard Plans\Nevada\Southern Nevada\2018\North Las Vegas\NLV 2018 IBC DESIGN COMPS.doc STRUCTURAL DESIGN COMPUTATIONS FOR THE Standard Gunite & Reinforcement Detail SWIMMING POOL PLAN CBC 2019 Prepared By: COPYRIGHT ® 2020 AMMTEC CONSULTANTS, PLLC Oct 08, 2020 10/08/2020 INCLUDES APPROVALS FOR BPOL2020-0120, BPOL2020-0121, BPOL2020-0122, & BPOL2020-0123 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 2 of 36 Properties and Loading Data: Note: Three main simplifying assumptions were made in the following calculations for the “standard” pool plan. Both these assumptions assume worse case scenarios of 1) the pool is empty all of the time, 2) the pool walls are infinitely long, which allows for a straight forward 2 dimensional design, and 3) the pool shell is designed as plain concrete 1. Surcharge category A considered normal soil GP, GW, SP, SW. Assumed to have the following properties: Unit Weight = 120 PCF Equivalent Fluid Pressure (EFP) = 30 psf 2. Surcharge Category B considered expansive soil SM, SC, ML, CL or normal soil with a 2:1 (H:V) slope. Assumed to have the following properties: Unit Weight = 125 PCF EFP = 45 psf 3. Surcharge Category C considered critically expansive soil or expansive soil with a 2:1 slope. Assumed to have the following properties: Unit Weight = 125 PCF EFP = 60 psf *Note: When Calculating the Moments EFP Multiplied by 1.6 Depth =h (ft) EFP (Equivalent Fluid Pressure) = a*’ Ms (moment induced on wall by soil) = Pa1/3h Vs (shear force induced on wall by soil) = Pa Expansive ’ = 125 pcf ’ = 26 h hKa2 Pa= K 1/2 ah2Dd Soil Properties: Normal ’ = 120 pcf ’ = 33 Rankine: Level = 0 1 1 sin1 sin1 aK Sloped = 25 MOMENT FROM SOIL EFP= 48(30*1.6) 72(45*1.6) 96(60*1.6) h(ft.) Ms Vs Ms Vs Ms Vs 1.0 8 24 12 36 16 48 2.0 64 96 96 144 128 192 3.0 216 216 324 324 432 432 3.5 343 294 515 441 686 588 4.0 512 384 768 576 1024 768 4.5 729 486 1094 729 1458 972 5.0 1000 600 1500 900 2000 1200 5.5 1331 726 1997 1089 2662 1452 6.0 1728 864 2592 1296 3456 1728 6.5 2197 1014 3296 1521 4394 2028 7.0 2744 1176 4116 1764 5488 2352 7.5 3375 1350 5063 2025 6750 2700 8.0 4096 1536 6144 2304 8192 3072 8.5 4913 1734 7370 2601 9826 3468 9.0 5832 1944 8748 2916 11664 3888 9.5 6859 2166 10289 3249 13718 4332 10.0 8000 2400 12000 3600 16000 4800 10.5 9261 2646 13892 3969 18522 5292 11.0 10648 2904 15972 4356 21296 5808 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 3 of 36 22 22 coscoscos coscoscos aK Various Moment Capacities / Strength Method: f c (psi), minimum compressive strength of gunite/shotcrete = 2,500 Fy (psi), yield strength of reinforcing steel = 40,000 psi (grade 40) d (in), effective depth = Given, (thickness of gunite minus 3” min. cover) b (in), unit width = 12 As (in2), cross sectional area of reinforcement = Given (reinforcement ratio) = As / bd max. value = 0.75b , b = 0.0439 1 = 0.85 when f’c < 4,000 psi Therefore max. = 0.0232 Ru (psi), coefficient of resistance = Fy (1- ½ m), m = (Fy) / (0.85 f’c) Mn (ft-lbs), nominal flexural strength = Ru b d2 1/12 (flexural strength capacity reduction factor) = 0.90 M (ft-lbs), allowable moment, under factored loads = (Mn ) for soil Vn (lbs), nominal shear strength = 2 sqrt(f’c) b d (shear strength capacity reduction factor) = 0.85 V (lbs), allowable shear force, under factored loads = (Vn ), for soil SEE FOLLOWING TABLE PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 4 of 36 Moment Capacities For Varying Reinforcement Amounts And Gunite Thicknesses fy = 40,000 f'c = 2,500 m = 18.82 d As (footing load) Ru Vn V Mn M d As (footing load)Ru Vn V Mn M 3.0 0.11 0.0031 119 3600 2700 1068 961 8.0 0.11 0.0011 45 9600 7200 2902 2612 3.0 0.22 0.0061 230 3600 2700 2073 1866 8.0 0.22 0.0023 90 9600 7200 5740 5166 3.0 0.33 0.0092 335 3600 2700 3015 2714 8.0 0.33 0.0034 133 9600 7200 8515 7664 3.0 0.44 0.0122 433 3600 2700 3894 3505 8.0 0.44 0.0046 175 9600 7200 11227 10104 3.5 0.11 0.0026 102 4200 3150 1252 1127 8.0 0.55 0.0057 217 9600 7200 13876 12488 3.5 0.22 0.0052 199 4200 3150 2440 2196 9.0 0.11 0.0010 40 10800 8100 3268 2941 3.5 0.33 0.0079 291 4200 3150 3565 3209 9.0 0.22 0.0020 80 10800 8100 6473 5826 3.5 0.44 0.0105 378 4200 3150 4627 4164 9.0 0.33 0.0031 119 10800 8100 9615 8654 4.0 0.11 0.0023 90 4800 3600 1435 1292 9.0 0.44 0.0041 157 10800 8100 12694 11425 4.0 0.22 0.0046 175 4800 3600 2807 2526 9.0 0.55 0.0051 194 10800 8100 15709 14138 4.0 0.33 0.0069 257 4800 3600 4115 3704 10.0 0.11 0.0009 36 12000 9000 3635 3272 4.0 0.44 0.0092 335 4800 3600 5361 4825 10.0 0.22 0.0018 72 12000 9000 7207 6488 4.5 0.11 0.0020 80 5400 4050 1618 1456 10.0 0.33 0.0028 107 12000 9000 10715 9644 4.5 0.22 0.0041 157 5400 4050 3173 2856 10.0 0.44 0.0037 142 12000 9000 14161 12745 4.5 0.33 0.0061 230 5400 4050 4665 4199 10.0 0.55 0.0046 175 12000 9000 17542 15788 4.5 0.44 0.0081 301 5400 4050 6094 5485 4.0 0.20 0.0042 160 4800 3600 2562 2306 5.0 0.11 0.0018 72 6000 4500 1802 1622 4.0 0.40 0.0083 307 4800 3600 4915 4424 5.0 0.22 0.0037 142 6000 4500 3540 3186 4.0 0.60 0.0125 441 4800 3600 7059 6353 5.0 0.33 0.0055 209 6000 4500 5215 4694 5.0 0.40 0.0067 250 6000 4500 6248 5623 5.0 0.44 0.0073 273 6000 4500 6827 6144 5.0 0.60 0.0100 362 6000 4500 9059 8153 5.5 0.11 0.0017 66 6600 4950 1985 1787 6.0 0.40 0.0056 211 7200 5400 7582 6824 5.5 0.22 0.0033 129 6600 4950 3907 3516 6.0 0.60 0.0083 307 7200 5400 11059 9953 5.5 0.33 0.0050 191 6600 4950 5765 5189 7.0 0.40 0.0048 182 8400 6300 8915 8024 5.5 0.44 0.0067 250 6600 4950 7561 6805 7.0 0.60 0.0071 267 8400 6300 13059 11753 6.0 0.11 0.0015 60 7200 5400 2168 1951 8.0 0.60 0.0063 235 9600 7200 15059 13553 6.0 0.22 0.0031 119 7200 5400 4273 3846 9.0 0.60 0.0056 211 10800 8100 17059 15353 6.0 0.33 0.0046 175 7200 5400 6315 5684 10.0 0.60 0.0050 191 12000 9000 19059 17153 6.0 0.44 0.0061 230 7200 5400 8294 7465 11.0 0.60 0.0045 174 13200 9900 21059 18953 6.0 0.55 0.0076 284 7200 5400 10209 9188 12.0 0.60 0.0042 160 14400 10800 23059 20753 7.0 0.11 0.0013 52 8400 6300 2535 2282 13.0 0.60 0.0038 148 15600 11700 25059 22553 7.0 0.22 0.0026 102 8400 6300 5007 4506 14.0 0.60 0.0036 138 16800 12600 27059 24353 7.0 0.33 0.0039 151 8400 6300 7415 6674 7.0 0.44 0.0052 199 8400 6300 9761 8785 7.0 0.55 0.0065 246 8400 6300 12042 10838 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 5 of 36 Resisting Moment of Pool Wall and Radius – Diagram h R R p t s Xc Xms X cm H wa l l d e p t h D ra d i u s R PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 6 of 36 Resisting Moment of Pool Wall and Radius (cont.) Spread Sheet Program: R, radius = Given D, depth of beginning of radius = Given h (ft), depth of section (location being analyzed) = Given t (in), thickness of gunite at section = Given p (radians), angle of front of section = if (h - D > 0) then = sin-1 [(h-D) / R] otherwise = 0 v (radians), total angle of section = if (h – D > 0) then = p (previous) otherwise = 0 s (radians), angle of section = if (h - D > 0) then = p -t otherwise = 0 xc (ft), horizontal distance of lead centroid of section = if (h –D > 0) then = (R + t/2)cos(p) otherwise = R + t/2 xms (ft), moment arm of section = if (h – D > 0) then = (R + t/2)cos(t + ½ s) -Xc otherwise = 0 L (ft), length of section if (h – D > 0) then = 2 (R + t/2) s / 360 otherwise = h – h (previous) Wts (lbs), weight of section = Lt (140), (assume unit wt. of gunite & rein = 140 pcf) Wtst (lbs), total weight of previous sections = Wts (previous) Ms (ft-lbs), resisting moment of section = xms Wts Xmc (ft), horizontal distance from previous section lead centroid to current section lead centroid = if (h – D > 0) then = xc (previous) - xc otherwise = 0 Mt (ft-lbs), total resisting moment of current section = Ms (previous) + Ms + Wtst xme PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2019 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 7 of 36 Floor Thickness and Reinforcement: H (ft), depth of pool = Given s, soil type and condition = Given Wtst (lbs.), total weight of pool wall and radius (per ft. of width) = Given M0 (ft-lbs), resultant moment at end of radius = Given M1 (ft-lbs), resultant moment 1.0’ from end of radius = M0 – (Wtst x 1.0) M2 (ft-lbs), resultant moment 2.0’ from end of radius = M0 – (Wtst x 2.0) M3 (ft-lbs), resultant moment 3.0’ from end of radius = M0 – (Wtst x 3.0) M4 (ft-lbs), resultant moment 4.0’ from end of radius = M0 – (Wtst x 4.0) Standard floor reinforcement, #3 bars @12” o.c. FLOOR MOMENTS H soil* Wtst M0 M1 M2 M3 M4 gunite, (in.) cont. rein, (ft.) 6 n 667 -424 0000- - 6 e 667 116 -551 -1218 -1885 -2552 -- 6 es 667 1376 709 42 -625 -1292 6 2 7 n 796 -548 0000- - 7 e 796 310 -486 -1282 -2078 -2874 -- 7 es 796 2310 1514 718 -78 -874 7 3 8 n 935 -662 0000- - 8 e 935 618 -317 -1252 -2187 -3122 -- 8 es 935 3605 2670 1735 800 -135 7 3 9 n 1207 -494 0000- - 9 e 1207 1329 122 -1085 -2292 -3499 -- 9 es 1207 5581 4374 3167 1960 753 7 4 10 n 1472 41 -1431 -2903 -4375 -5847 -- 10 e 1472 2541 1069 -403 -1875 -3347 7 2 10 es 1472 8374 6902 5430 3958 2486 8 4 11 n 1579 1398 -181 -1760 -3339 -4918 7 - 11 e 1579 4725 3146 1567 -12 -1591 7 3 11 es 1579 12490 10911 9332 7753 6174 9 5 * n = normal, e = expansive or normal w/slope, es = expansive w/slope PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 8 of 36 Spa Detail: h Pw T H Mw 3.0 280 3.5 450 4.0 670 4.5 950 5.0 1,300 H (ft), maximum height of water T (in), thickness of spa wall Pw (lbs), resultant pressure from water = (w H2)/2 (assume empty on other side) Mw (ft-lbs), included moment from water = (wH3)/6 *assume spa wall has water on one side only Mr (ft-lbs), resisting moment from wt of wall = [H T2 (140#/ft2)] / 2 (144) H T Mr TMr T Mr 3.0 6 53 8 93 10 146 3.5 6 61 8 109 10 170 4.0 6 70 8 124 10 194 4.5 6 79 8 140 10 219 5.0 6 88 8 155 10 243 Reinforcement consist of #3 -12” o.c. e. w., therefore: H Tmin. (in.) 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 9 of 36 Freestanding Wall Detail: Pw (lbs), pressure from water = wh2 / 2 Pp (lbs), passive pressure of soil = EFPph2 / 2 (EFPp = equiv. fluid pressure of passive resistance of soil, assume = 100lbs/ft2 for both normal and expansive soil) Mw (ft-lbs), induced moment from water = Pw 1/3 h Mp (ft-lbs), resisting moment from passive soil pressure = Pp 1/3 h h Pw Mw Pp Mp 1.0 31 10 150 50 1.5 70 35 338 169 2.0 125 83 600 400 2.5 195 162 938 781 3.0 281 281 1,350 1,350 3.5 382 446 1,838 2,144 4.0 499 666 2,400 3,200 4.5 632 948 3,038 4,556 5.0 780 1,300 3,750 6,249 5.5 944 1,730 4,538 8,318 6.0 1,123 2,246 5,400 10,799 6.5 1,318 2,856 6,338 13,730 7.0 1,529 3,567 7,350 17,148 7.5 1,755 4,387 8,438 21,092 8.0 1,997 5,324 9,600 25,597 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 10 of 36 Freestanding Wall Detail (cont.): Assume weight of wall is acting in a vertical plane and contributes no moment to wall (see following page assumption). Moment in a pool wall be the resultant (Mr) of the moment from the water (Mw) minus the resistive moment from the passive pressure of the soil (Mp). Mr = Mw - Mp H (ft), height of freestanding wall H ----> 2.0 3.0 4.0 5.0 6.0 7.0 Depth (ft) Mr 1 10 10101010 10 2 83 83838383 83 3 264 281 281 281 281 281 3.5 390 440 446 446 446 446 4 532 649 666 666 666 666 4.5 687 891 939 948 948 948 5 1167 1283 1300 1300 1300 5.5 1470 1674 1722 1730 1730 6 1796 2113 2230 2246 2246 6.5 2142 2596 2800 2850 2856 7 2501 3117 3434 3551 3567 7.5 3673 4127 4331 4382 8 4258 4875 5191 5308 Since moments resulting from water act outward, required gunite thickness applies to distance from reinforcing to outside of wall (T2). Thickness of gunite from reinforcement to inside of (T1) is a function of the depth of the pool and the active pressures of the various soil types. These values have previously been calculated. A slight reduction of the required thickness (T1) has been made due to the reduced height of the straight portion above the radius as a result of the freestanding portion not loaded by soil. Following chart produced based on resulting moments (Mr) resisted by moment capacities previously calculated , page 5. FREESTANDING WALL (Both Normal & Expansive Soil) depth, ft. H = 2.0 ft. H = 3.0 ft. H = 4.0 ft. H = 5.0 ft. H = 6.0 ft. H = 7.0 ft. depth, ft.ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T2 ab T1 T2 0.0 0 3 4 0 3 4 0 34034034034 0.0 0.5 0 3 4 0 3 4 0 34034034034 0.5 1.0 0 3 4 0 3 4 0 34034034034 1.0 1.5 0 3 4 0 3 4 0 34034034034 1.5 2.0 0 3 4 0 3 4 0 34034034034 2.0 2.5 0 3 4 0 3 4 0 34034034034 2.5 3.0 1 3 4 1 3 4 1 34234234234 3.0 3.5 1 3 4 1 3 4 1 34234234234 3.5 4.0 1 3 4 1 3 4 1 35235235235 4.0 4.5 1 3 4 1 3 4 1 35235235235 4.5 5.0 1 4 4 1 4 4 1 45245245246 5.0 5.5 1 4 4 1 4 4 1 45245245247 5.5 6.0 1 4 4 2 4 4 2 45245246248 6.0 6.5 1 4 4 2 4 4 2 46245246249 6.5 7.0 1 4 4 2 4 4 3 463463473410 7.0 7.5 1 4 4 2 4 4 3 463473483411 7.5 8.0 1 4 4 2 4 4 3 463483493412 8.0 PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 11 of 36 floor 0 3 3 0 3 3 0 33034034034 floor Freestanding Wall Detail (cont.): Analyze soil bearing for maximum freestanding section: Pw (lbs), pressure from water = wh2 / 2 = 1,997 0.9 W = Weight of individual segments: 0.9Wt1 = (0.9)2 x B x 62.4 = 629 lbs 0.9Wt2 = (0.9)( D2/4) 1/4 x 62.4 = 177 lbs 0.9Wt3 = (0.9)9.0 (0.6) 150# = 770 lbs 0.9Wt4 = (0.9)5.4 x 150# = 725 lbs 0.9Wt5 = (0.9)B x 1 x 150# = 756 lbs V (lbs), sum of vertical forces = 3,055 lbs Sum of moments about point A: MA = (629 x 3.1) + (177 x 2.4) + (770 x 0.3) + (725 x 2.2) + (756 x 3.1) – (1,997 x 3.6) = 726 Mnet = 723 ft-lbs e = Mnet / V = 0.24 qmin = V / B [1 - (6e)/B], qmin = 435 lbs/ft2 (Counter-Clockwise) qmin/max = V / B [1 + (6e)/B], qmax = 731 lbs/ft2 (Clockwise) qmax < allowable qa = 1000psf per Southern Nevada Amendments to IBC 2018, PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 12 of 36 (see General Note 11 of Plan). Freestanding Wall Detail (cont.): The assumption was made that the weight of wall is acting in a vertical plane and contributes no moment to the freestanding wall. True freestanding walls are usually constructed vertically and this is a valid assumption. However, in cases when the freestanding detail is utilized to compensate for loose surface fill, or when a shorter portion of the wall is constructed out of the ground, a radius of the outside portion of the wall is constructed. Consequently, in these cases the weight of the wall would contribute an additional moment to the wall through the wall radius. The worst case is for the radius to start at the ground surface. This condition for all heights of the freestanding wall was analyzed to determine its affect on the proposed design. Due to the curvature of the wall a portion of the vertical component of the wall weight is supported by vertical soil bearing and a portion is supported by lateral soil pressure. A complex free body diagram taking into consideration the varying volumes and weights of water, gunite, and soil as well as variable bearing of the soil and floor slab moment is required to determine the exact induced moment at any point on a curved surface supported by soil. The degree of the problem does not justify such a detailed analysis. A simplifying and conservative assumption is made that the additional induced moment due to the weight of the wall within the radius is equal to the horizontal component (to the radius tangent line) of the resultant moment derived from the resultant vertical vector times the eccentricity (see diagram below). By trial and error the angle (from horizontal) which produces the highest induced moment in the radius was determined to be 62 degrees. Mw (ft-lbs) resultant moment = e1 Wt1 + e2 Wt2 Wt1 = (h) (t) (145lbs/ft3) Wt2 = (radians) r (t) (145 lbs/ft3) e1 = r-r cos e2 = r cos /2 – e1 Horizontal component of moment: Mhor = Mwt cos Pool depth (ft) Radius (ft) Free standing (ft) ave wall thickness (in) hWt1 e1 Wt2 e2 Mwt Mhor (ft-lbs) Depth acting (ft)Notes 4 2 2 7 2 169 1.06 183 0.65 298 140 3.8 Ok 5 2 3 7 3 254 1.06 183 0.65 388 182 4.8 Ok 6 3 4 8 3 290 1.59 314 0.98 768 360 5.6 Ok 7 4 5 8 3 290 2.12 418 1.31 1162 546 6.5 Vertical PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 13 of 36 8 5 6 8 3 290 2.65 523 1.64 1626 763 7.4 Kicker added 9 5 7 9 4 435 2.65 588 1.64 2117 994 8.4 Adjacent Parallel Footing Load: The total force per unit length (P, lbs) and the location of the resultant force (Zaves ft.) due to the strip loading is expressed as follows: P = )]00[H(90q/12 1 = tan-1 (b’/H), in degrees 2 = tan-1[(a’+b’)/H], in degrees zave = [H2(- 1) – (R-Q)+57.3*a’*H]/[2*H( 2- 1)] R = (a’+b’)2 (90-2) Q = (b’) 2 (90-1) Moment affecting pool wall: M = P Zave , see following chart PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 14 of 36 Adjacent Parallel Footing Load (cont.) : Compare computed M in following table with computed M from soil surcharge in table: Computed Moment Affecting Pool Wall Pool Computed Moment From Depth Soil Surcharge** H* (ft) b' R Q z (ft) P (lbs) M (ft-lbs) Hp (ft) 3 ft. 2 ft. 1 ft. 4 0.1 1.43 15.38 90 1 3.25 620 2016 5 2258 2 26.57 36.87 478 254 2.06 458 942 1272 5 51.34 56.31 1213 966 1.57 221 346 531 7 60.26 63.43 1700 1457 1.47 141 208 5 0.1 1.15 12.41 94 1 4.22 626 2639 6 2993 2 21.80 30.96 531 273 2.81 509 1428 1727 5 45.00 50.19 1433 1125 2.09 289 602 741 7 54.46 57.99 2048 1741 1.92 196 377 6 0.1 0.95 10.39 96 1 5.19 629 3267 7 3832 2 18.43 26.57 571 286 3.61 542 1955 2252 5 39.81 45.00 1620 1255 2.66 346 920 986 7 49.40 53.13 2360 1989 2.41 249 600 7 0.1 0.82 8.93 98 1 6.18 631 3897 8 4777 2 15.95 23.20 601 296 4.45 564 2508 2846 5 35.54 40.60 1778 1362 3.28 394 1291 1226 7 45.00 48.81 2636 2205 2.94 297 873 8 0.1 0.72 7.83 99 1 7.16 632 4528 9 5827 2 14.04 20.56 625 304 5.32 580 3081 3511 5 32.01 36.87 1913 1450 3.94 432 1705 1580 7 41.19 45.00 2880 2392 3.51 339 1191 9 0.1 0.64 6.97 100 1 8.15 633 5161 10 6983 2 12.53 18.43 644 310 6.21 591 3666 4247 5 29.05 33.69 2027 1524 4.65 464 2154 1931 7 37.87 41.63 3095 2554 4.12 376 1549 10 0.1 0.57 6.28 101 1 9.14 634 5795 11 8243 2 11.31 16.70 660 315 7.12 599 4261 5052 5 26.57 30.96 2125 1586 5.38 489 2630 2316 7 34.99 38.66 3286 2695 4.76 408 1941 * H is 1’ less than pool wall height due to assuming footing is 1’ deep. ** Calculated by taking difference between depths on “Moment From Soil” chart on page 3. Based on the results from the above chart, use the following soil depth “surcharges” to allow for the presence of an adjacent on to two story residential footing that runs parallel to the pool wall: Footing, b’ = 0 to 1.9’, use 3’ surcharge or obtain special engineering Footing, b’ = 2 to 4.9‘, use 2’ surcharge or increase EFP by 30psf Footing, b’ = 5 to 7’, use 1’ surcharge or increase EFP by 15 psf PROJECT : Standard Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2018 CBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: January 7, 2020 Scale: N/A COPYRIGHT ® 2020 AMMTEC CONSULTANTS PLLC Page: 115 of 36 Negative Edge Detail: H (ft), maximum height of negative edge (water) h (ft), height being analyzed Pw (lbs), resultant pressure from water = (w h2) / 2 Mw (ft-lbs), induced moment from water = (w h3) / 6 Ms (ft-lbs), allowable moment capacity of section (includes back side rein.) Ignore resisting moment weight of wall as extra safety factor. Refer to moment Capacities chart (page 4) for gunite thickness and reinforcement requirements for given Mw. h (ft) Mw (ft-lbs) t (in.) d” (in.) Vertical Reinforcement Ms (ft-lbs) h (ft.) Mw (ft-lbs) t (in.) d (in.) Vertical Reinforcement Ms (ft-lbs) 1.0 10 8 5 #3 @12” o.c. 1520 5.0 1300 8 5 #3 @12” o.c 1520 2.0 83 8 5 #3 @12” o.c. 1520 6.0 2246 9 6 #3 @ 6” o.c. 2828 3.0 280 8 5 #3 @12” o.c. 1520 7.0 3567 11 8 #3 @ 6” o.c. 3605 4.0 666 8 5 #3 @12” o.c. 1520 8.0 5325 12 9 #3 @ 4” o.c. 5656 *t and d increase as wall goes into radius, assume 3 inch increase at 1.0’ into radius and 6 inch increase at bottom of radius. Include reinforcement on backside of negative edge wall for additional crack and shrinkage control (#3 @ 12” o.c. e.w., moment capacity = 566 ft-lbs). Standard Detail:5-A Depth of Pool Section (ft):5.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):1.0 RESISTING MOMENT Pool Wall Radius (ft.) = 1.0 Depth to Radius (ft.) = 4.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 1.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 105 0 0.00 0 2.0 64 96 3.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 175 0 0.00 0 3.0 216 216 3.5 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 245 0 0.00 0 3.5 343 294 4.0 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 280 0 0.00 0 4.0 512 384 4.5 6.00 0.52 0.00 0.52 1.08 0.12 0.65 46 315 5 0.17 58 4.5 729 486 5.0 6.00 1.57 0.52 1.05 0.00 0.63 1.31 92 361 52 1.08 500 5.0 1000 600 5.5 5.5 1331 726 6.0 6.0 1728 864 6.5 6.5 2197 1014 7.0 7.0 2744 1176 7.5 7.5 3375 1350 8.0 8.0 4096 1536 8.5 8.5 4913 1734 9.0 9.0 5832 1944 9.5 9.5 6859 2166 10.0 10.0 8000 2400 10.5 10.5 9261 2646 11.0 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 962 954 f'c = f'c of Gunite or Concrete 2.0 64 6 3 0.11 0.17 962 898 d = Depth to Steel Centroid 3.0 216 6 3 0.11 0.17 962 746 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 6 3 0.11 0.17 962 619 MA = Allowable Moment 4.0 512 6 3 0.11 0.17 962 450 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 677 6 3 0.11 0.17 962 285 M = Sum of all moments 5.0 550 6 3 0.11 0.17 962 412 = MA - MRD 5.5 PROJECT:Standard Pool Plan Calculations 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 16 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:6-A Depth of Pool Section (ft):6.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):2.0 RESISTING MOMENT Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 4.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 64 96 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 216 216 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 343 294 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 512 384 4.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 315 2 0.07 25 4.5 729 486 5.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 355 6 0.23 112 5.0 1000 600 5.5 6.00 0.85 0.52 0.32 1.49 0.25 0.73 51 397 13 0.46 308 5.5 1331 726 6.0 7.00 1.57 0.85 0.72 0.00 0.81 1.66 135 449 110 1.49 1085 6.0 1728 864 6.5 6.5 2197 1014 7.0 7.0 2744 1176 7.5 7.5 3375 1350 8.0 8.0 4096 1536 8.5 8.5 4913 1734 9.0 9.0 5832 1944 9.5 9.5 6859 2166 10.0 10.0 8000 2400 10.5 10.5 9261 2646 11.0 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 962 954 f'c = f'c of Gunite or Concrete 2.0 64 6 3 0.11 0.17 962 898 d = Depth to Steel Centroid 3.0 216 6 3 0.11 0.17 962 746 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 6 3 0.11 0.17 962 619 MA = Allowable Moment 4.0 512 6 3 0.11 0.17 962 450 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 707 6 3 0.11 0.17 962 255 M = Sum of all moments 5.0 899 6 3 0.11 0.17 962 62 = MA - MRD 5.5 1054 7 4 0.11 0.17 1292 238 PROJECT:Standard Pool Plan Calculations 6.0 751 7 4 0.11 0.17 1292 540 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 17 of 36 Reinforcement and Gunite Thickness Requirements 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Moment Capacity of Construction MOMENT FROM SOIL Standard Detail:7-A Depth of Pool Section (ft):7.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):2.0 RESISTING MOMENT Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 5.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 64 96 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 216 216 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 343 294 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 512 384 4.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 315 0 0.00 0 4.5 729 486 5.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 350 0 0.00 0 5.0 1000 600 5.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 385 2 0.07 30 5.5 1331 726 6.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 425 6 0.23 133 6.0 1728 864 6.5 6.00 0.85 0.52 0.32 1.49 0.25 0.73 51 467 13 0.46 361 6.5 2197 1014 7.0 7.00 1.57 0.85 0.72 0.00 0.81 1.66 135 519 110 1.49 1243 7.0 2744 1176 7.5 7.5 3375 1350 8.0 8.0 4096 1536 8.5 8.5 4913 1734 9.0 9.0 5832 1944 9.5 9.5 6859 2166 10.0 10.0 8000 2400 10.5 10.5 9261 2646 11.0 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 962 954 f'c = f'c of Gunite or Concrete 2.0 64 6 3 0.11 0.17 962 898 d = Depth to Steel Centroid 3.0 216 6 3 0.11 0.17 962 746 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 6 3 0.11 0.17 962 619 MA = Allowable Moment 4.0 512 6 3 0.11 0.17 962 450 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 729 6 3 0.11 0.17 962 233 M = Sum of all moments 5.0 1000 6 3 0.22 0.35 1866 866 = MA - MRD 5.5 1304 6 3 0.22 0.35 1866 562 PROJECT:Standard Pool Plan Calculations 6.0 1608 6 3 0.22 0.35 1866 258 6.5 1872 7 4 0.22 0.35 2526 654 7.0 1626 7 4 0.22 0.35 2526 900 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 18 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:8-A Depth of Pool Section (ft):8.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 5.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 2.0 64 96 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.0 216 216 3.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 245 0 0.00 0 3.5 343 294 4.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 280 0 0.00 0 4.0 512 384 4.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 315 0 0.00 0 4.5 729 486 5.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 350 0 0.00 0 5.0 1000 600 5.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 385 2 0.00 3 5.5 1331 726 6.0 7.00 0.34 0.17 0.17 3.10 0.08 0.57 46 430 4 0.14 68 6.0 1728 864 6.5 7.00 0.52 0.34 0.18 2.85 0.14 0.60 49 476 7 0.25 195 6.5 2197 1014 7.0 7.00 0.73 0.52 0.21 2.45 0.21 0.68 55 526 12 0.40 416 7.0 2744 1176 7.5 7.00 0.99 0.73 0.26 1.82 0.33 0.84 69 581 23 0.63 807 7.5 3375 1350 8.0 8.00 1.57 0.99 0.59 0.00 0.96 1.95 182 650 175 1.82 2165 8.0 4096 1536 8.5 8.5 4913 1734 9.0 9.0 5832 1944 9.5 9.5 6859 2166 10.0 10.0 8000 2400 10.5 10.5 9261 2646 11.0 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 962 954 f'c = f'c of Gunite or Concrete 2.0 64 6 3 0.11 0.17 962 898 d = Depth to Steel Centroid 3.0 216 6 3 0.11 0.17 962 746 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 6 3 0.11 0.17 962 619 MA = Allowable Moment 4.0 512 6 3 0.11 0.17 962 450 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 729 6 3 0.11 0.17 962 233 M = Sum of all moments 5.0 1000 7 4 0.11 0.17 1292 292 = MA - MRD 5.5 1328 7 4 0.22 0.35 2526 1198 PROJECT:Standard Pool Plan Calculations 6.0 1667 7 4 0.22 0.35 2526 860 6.5 2021 7 4 0.22 0.35 2526 505 7.0 2369 7 4 0.22 0.35 2526 157 7.5 2648 8 5 0.22 0.35 3186 538 8.0 2147 7 4 0.22 0.35 2526 379 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 19 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:9-A Depth of Pool Section (ft):9.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 6.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 64 96 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 216 216 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 343 294 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 512 384 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 729 486 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1000 600 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1331 726 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 1728 864 6.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 513 2 0.00 4 6.5 2197 1014 7.0 8.00 0.34 0.17 0.17 3.14 0.08 0.57 54 565 5 0.14 90 7.0 2744 1176 7.5 8.00 0.52 0.34 0.18 2.89 0.14 0.61 57 619 8 0.26 257 7.5 3375 1350 8.0 8.00 0.73 0.52 0.21 2.48 0.22 0.69 64 676 14 0.40 543 8.0 4096 1536 8.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 740 31 0.62 1032 8.5 4913 1734 9.0 10.00 1.57 0.99 0.59 0.00 0.99 2.00 233 831 230 1.87 2812 9.0 5832 1944 9.5 9.5 6859 2166 10.0 10.0 8000 2400 10.5 10.5 9261 2646 11.0 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 7 4 0.11 0.17 1292 1284 f'c = f'c of Gunite or Concrete 2.0 64 7 4 0.11 0.17 1292 1228 d = Depth to Steel Centroid 3.0 216 7 4 0.11 0.17 1292 1076 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 7 4 0.22 0.35 2526 2183 MA = Allowable Moment 4.0 512 7 4 0.22 0.35 2526 2014 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 729 7 4 0.22 0.35 2526 1797 M = Sum of all moments 5.0 1000 7 4 0.22 0.35 2526 1526 = MA - MRD 5.5 1331 7 4 0.22 0.35 2526 1195 PROJECT:Standard Pool Plan Calculations 6.0 1728 8 5 0.22 0.35 3186 1458 6.5 2193 8 5 0.22 0.35 3186 993 7.0 2663 8 5 0.22 0.35 3186 523 7.5 3144 8 5 0.22 0.35 3186 42 8.0 3608 9 6 0.22 0.35 3846 238 8.5 3984 10 7 0.22 0.35 4506 522 9.0 3301 10 7 0.22 0.35 4506 1205 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 20 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:10-A Depth of Pool Section (ft):10.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 7.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 64 96 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 216 216 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 343 294 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 512 384 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 729 486 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1000 600 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1331 726 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 1728 864 6.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 513 0 0.00 0 6.5 2197 1014 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 554 0 0.00 0 7.0 2744 1176 7.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 595 2 0.05 29 7.5 3375 1350 8.0 8.00 0.34 0.17 0.17 3.14 0.08 0.57 54 640 5 0.10 99 8.0 4096 1536 8.5 8.00 0.52 0.34 0.18 2.89 0.14 0.61 57 694 8 0.26 285 8.5 4913 1734 9.0 9.00 0.73 0.52 0.21 2.52 0.22 0.70 73 751 16 0.37 580 9.0 5832 1944 9.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 824 31 0.65 1146 9.5 6859 2166 10.0 10.00 1.57 0.99 0.59 0.00 0.99 2.00 233 914 230 1.87 3082 10.0 8000 2400 10.5 10.5 9261 2646 11.0 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 7 4 0.11 0.17 1292 1284 f'c = f'c of Gunite or Concrete 2.0 64 7 4 0.11 0.17 1292 1228 d = Depth to Steel Centroid 3.0 216 7 4 0.11 0.17 1292 1076 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 7 4 0.22 0.35 2526 2183 MA = Allowable Moment 4.0 512 7 4 0.22 0.35 2526 2014 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 729 7 4 0.22 0.35 2526 1797 M = Sum of all moments 5.0 1000 7 4 0.22 0.35 2526 1526 = MA - MRD 5.5 1331 7 4 0.22 0.35 2526 1195 PROJECT:Standard Pool Plan Calculations 6.0 1728 7 4 0.22 0.35 2526 798 6.5 2197 7 4 0.33 0.52 3704 1507 7.0 2744 7 4 0.33 0.52 3704 960 7.5 3349 8 5 0.33 0.52 4694 1345 8.0 4007 8 5 0.33 0.52 4694 687 8.5 4657 9 6 0.33 0.52 5684 1027 9.0 5310 9 6 0.33 0.52 5684 373 9.5 5828 10 7 0.33 0.52 6674 846 10.0 5226 10 7 0.33 0.52 6674 1448 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 21 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:11-A Depth of Pool Section (ft):11.0 feet, Soil Type:A Normal Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 8.0 EFP= 48 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 24 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 2.0 64 96 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.0 216 216 3.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 245 0 0.00 0 3.5 343 294 4.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 280 0 0.00 0 4.0 512 384 4.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 315 0 0.00 0 4.5 729 486 5.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 350 0 0.00 0 5.0 1000 600 5.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 385 0 0.00 0 5.5 1331 726 6.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 420 0 0.00 0 6.0 1728 864 6.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 455 0 0.00 0 6.5 2197 1014 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 490 0 0.00 0 7.0 2744 1176 7.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 531 0 0.00 0 7.5 3375 1350 8.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 572 0 0.00 0 8.0 4096 1536 8.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 613 2 0.00 5 8.5 4913 1734 9.0 9.00 0.34 0.17 0.17 3.18 0.09 0.58 61 665 5 0.10 80 9.0 5832 1944 9.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 726 11 0.22 252 9.5 6859 2166 10.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 799 20 0.38 577 10.0 8000 2400 10.5 11.00 0.99 0.73 0.26 1.91 0.35 0.88 113 890 40 0.67 1210 10.5 9261 2646 11.0 11.00 1.57 0.99 0.59 0.00 1.00 2.03 260 1004 260 1.91 3388 11.0 10648 2904 11.5 11.5 12167 3174 12.0 12.0 13824 3456 12.5 12.5 15625 3750 13.0 13.0 17576 4056 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 48 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 962 954 f'c = f'c of Gunite or Concrete 2.0 64 6 3 0.11 0.17 962 898 d = Depth to Steel Centroid 3.0 216 6 3 0.11 0.17 962 746 "a" = (as*fy)/(0.85*b*f'c ) 3.5 343 6 3 0.22 0.35 1866 1523 MA = Allowable Moment 4.0 512 6 3 0.22 0.35 1866 1354 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 729 6 3 0.22 0.35 1866 1137 M = Sum of all moments 5.0 1000 6 3 0.22 0.35 1866 866 = MA - MRD 5.5 1331 6 3 0.22 0.35 1866 535 PROJECT:Standard Pool Plan Calculations 6.0 1728 6 3 0.22 0.35 1866 138 6.5 2197 7 4 0.33 0.52 3704 1507 7.0 2744 7 4 0.33 0.52 3704 960 7.5 3375 7 4 0.33 0.52 3704 329 8.0 4096 8 5 0.33 0.52 4694 598 8.5 4909 9 6 0.33 0.52 5684 775 9.0 5760 10 7 0.33 0.52 6674 913 9.5 6632 11 8 0.33 0.52 8225 1593 10.0 7481 11 8 0.33 0.52 8225 744 10.5 8172 11 8 0.33 0.52 8225 53 2447 West 12th Street Suite 1 11.0 7598 11 8 0.33 0.52 8225 626 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 22 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:5-B Depth of Pool Section (ft):5.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):1.0 RESISTING MOMENT Pool Wall Radius (ft.) = 1.0 Depth to Radius (ft.) = 4.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 1.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 105 0 0.00 0 2.0 96 144 3.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 175 0 0.00 0 3.0 324 324 3.5 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 245 0 0.00 0 3.5 515 441 4.0 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 280 0 0.00 0 4.0 768 576 4.5 6.00 0.52 0.00 0.52 1.08 0.12 0.65 46 315 6 0.17 58 4.5 1094 729 5.0 7.00 1.57 0.52 1.05 0.00 0.65 1.35 110 361 71 1.08 520 5.0 1500 900 5.5 5.5 1997 1089 6.0 6.0 2592 1296 6.5 6.5 3296 1521 7.0 7.0 4116 1764 7.5 7.5 5063 2025 8.0 8.0 6144 2304 8.5 8.5 7370 2601 9.0 9.0 8748 2916 9.5 9.5 10289 3249 10.0 10.0 12000 3600 10.5 10.5 13892 3969 11.0 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 6 3 0.11 0.17 962 950 f'c = f'c of Gunite or Concrete 2.0 96 6 3 0.11 0.17 962 866 d = Depth to Steel Centroid 3.0 324 6 3 0.11 0.17 962 638 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 6 3 0.11 0.17 962 447 MA = Allowable Moment 4.0 768 6 3 0.11 0.17 962 194 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1041 7 4 0.11 0.17 1292 251 M = Sum of all moments 5.0 1032 7 4 0.11 0.17 1292 260 = MA - MRD 5.5 PROJECT:Standard Pool Plan Calculations 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 23 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:6-B Depth of Pool Section (ft):6.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):2.0 RESISTING MOMENT Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 4.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 96 144 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 324 324 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 515 441 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 768 576 4.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 315 2 0.07 25 4.5 1094 729 5.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 355 6 0.23 112 5.0 1500 900 5.5 6.00 0.85 0.52 0.32 1.49 0.25 0.73 51 397 13 0.46 308 5.5 1997 1089 6.0 6.00 1.57 0.85 0.72 0.00 0.80 1.63 114 449 91 1.49 1066 6.0 2592 1296 6.5 6.5 3296 1521 7.0 7.0 4116 1764 7.5 7.5 5063 2025 8.0 8.0 6144 2304 8.5 8.5 7370 2601 9.0 9.0 8748 2916 9.5 9.5 10289 3249 10.0 10.0 12000 3600 10.5 10.5 13892 3969 11.0 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 6 3 0.11 0.17 962 950 f'c = f'c of Gunite or Concrete 2.0 96 6 3 0.11 0.17 962 866 d = Depth to Steel Centroid 3.0 324 6 3 0.11 0.17 962 638 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 6 3 0.11 0.17 962 447 MA = Allowable Moment 4.0 768 6 3 0.11 0.17 962 194 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1071 6 3 0.22 0.35 1866 795 M = Sum of all moments 5.0 1399 6 3 0.22 0.35 1866 467 = MA - MRD 5.5 1719 6 3 0.22 0.35 1866 147 PROJECT:Standard Pool Plan Calculations 6.0 1633 6 3 0.22 0.35 1866 234 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 24 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:7-B Depth of Pool Section (ft):7.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):2.0 RESISTING MOMENT Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 5.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 96 144 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 324 324 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 515 441 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 768 576 4.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 315 0 0.00 0 4.5 1094 729 5.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 350 0 0.00 0 5.0 1500 900 5.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 385 2 0.07 30 5.5 1997 1089 6.0 7.00 0.52 0.25 0.27 1.98 0.14 0.62 51 425 7 0.19 119 6.0 2592 1296 6.5 8.00 0.85 0.52 0.32 1.54 0.26 0.76 71 476 19 0.44 347 6.5 3296 1521 7.0 8.00 1.57 0.85 0.72 0.00 0.82 1.69 157 546 130 1.54 1320 7.0 4116 1764 7.5 7.5 5063 2025 8.0 8.0 6144 2304 8.5 8.5 7370 2601 9.0 9.0 8748 2916 9.5 9.5 10289 3249 10.0 10.0 12000 3600 10.5 10.5 13892 3969 11.0 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 6 3 0.11 0.17 962 950 f'c = f'c of Gunite or Concrete 2.0 96 6 3 0.11 0.17 962 866 d = Depth to Steel Centroid 3.0 324 6 3 0.11 0.17 962 638 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 6 3 0.22 0.35 1866 1352 MA = Allowable Moment 4.0 768 6 3 0.22 0.35 1866 1098 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1094 6 3 0.22 0.35 1866 773 M = Sum of all moments 5.0 1500 6 3 0.22 0.35 1866 366 = MA - MRD 5.5 1970 7 4 0.22 0.35 2526 556 PROJECT:Standard Pool Plan Calculations 6.0 2485 8 5 0.22 0.35 3186 701 6.5 2983 8 5 0.22 0.35 3186 203 7.0 2928 8 5 0.22 0.35 3186 258 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 25 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:8-B Depth of Pool Section (ft):8.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 5.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 2.0 96 144 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.0 324 324 3.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 245 0 0.00 0 3.5 515 441 4.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 280 0 0.00 0 4.0 768 576 4.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 315 0 0.00 0 4.5 1094 729 5.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 350 0 0.00 0 5.0 1500 900 5.5 6.00 0.17 0.00 0.17 3.20 0.03 0.54 38 385 1 0.05 19 5.5 1997 1089 6.0 7.00 0.34 0.17 0.17 3.10 0.08 0.57 46 423 4 0.10 65 6.0 2592 1296 6.5 7.00 0.52 0.34 0.18 2.85 0.14 0.60 49 469 7 0.25 191 6.5 3296 1521 7.0 7.00 0.73 0.52 0.21 2.45 0.21 0.68 55 519 12 0.40 409 7.0 4116 1764 7.5 8.00 0.99 0.73 0.26 1.84 0.34 0.85 79 574 27 0.61 787 7.5 5063 2025 8.0 8.00 1.57 0.99 0.59 0.00 0.96 1.95 182 654 175 1.84 2166 8.0 6144 2304 8.5 8.5 7370 2601 9.0 9.0 8748 2916 9.5 9.5 10289 3249 10.0 10.0 12000 3600 10.5 10.5 13892 3969 11.0 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 6 3 0.11 0.17 962 950 f'c = f'c of Gunite or Concrete 2.0 96 6 3 0.11 0.17 962 866 d = Depth to Steel Centroid 3.0 324 6 3 0.11 0.17 962 638 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 6 3 0.22 0.35 1866 1352 MA = Allowable Moment 4.0 768 6 3 0.22 0.35 1866 1098 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1094 6 3 0.22 0.35 1866 773 M = Sum of all moments 5.0 1500 6 3 0.22 0.35 1866 366 = MA - MRD 5.5 1980 7 4 0.22 0.35 2526 547 PROJECT:Standard Pool Plan Calculations 6.0 2533 7 4 0.33 0.52 3704 1171 6.5 3124 7 4 0.33 0.52 3704 580 7.0 3748 8 5 0.33 0.52 4694 946 7.5 4355 8 5 0.33 0.52 4694 339 8.0 4194 8 5 0.33 0.52 4694 499 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 26 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment #VALUE! MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:9-B Depth of Pool Section (ft):9.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 6.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 96 144 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 324 324 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 515 441 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 768 576 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1094 729 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1500 900 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1997 1089 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 2592 1296 6.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 513 2 0.05 25 6.5 3296 1521 7.0 8.00 0.34 0.17 0.17 3.14 0.08 0.57 54 558 5 0.10 87 7.0 4116 1764 7.5 8.00 0.52 0.34 0.18 2.89 0.14 0.61 57 612 8 0.26 252 7.5 5063 2025 8.0 9.00 0.73 0.52 0.21 2.52 0.22 0.70 73 669 16 0.37 516 8.0 6144 2304 8.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 742 31 0.65 1030 8.5 7370 2601 9.0 10.00 1.57 0.99 0.59 0.00 0.99 2.00 233 833 230 1.87 2813 9.0 8748 2916 9.5 9.5 10289 3249 10.0 10.0 12000 3600 10.5 10.5 13892 3969 11.0 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 7 4 0.11 0.17 1292 1280 f'c = f'c of Gunite or Concrete 2.0 96 7 4 0.11 0.17 1292 1196 d = Depth to Steel Centroid 3.0 324 7 4 0.11 0.17 1292 968 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 7 4 0.22 0.35 2526 2012 MA = Allowable Moment 4.0 768 7 4 0.22 0.35 2526 1758 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1094 7 4 0.22 0.35 2526 1433 M = Sum of all moments 5.0 1500 7 4 0.22 0.35 2526 1026 = MA - MRD 5.5 1997 7 4 0.22 0.35 2526 530 PROJECT:Standard Pool Plan Calculations 6.0 2592 7 4 0.33 0.52 3704 1112 6.5 3273 8 5 0.33 0.52 4694 1421 7.0 4038 8 5 0.33 0.52 4694 656 7.5 4836 9 6 0.33 0.52 5684 848 8.0 5679 9 6 0.33 0.52 5684 4 8.5 6443 10 7 0.33 0.52 6674 231 9.0 6216 10 7 0.33 0.52 6674 458 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 27 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:10-B Depth of Pool Section (ft):10.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 7.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 96 144 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 324 324 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 515 441 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 768 576 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1094 729 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1500 900 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1997 1089 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 2592 1296 6.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 513 0 0.00 0 6.5 3296 1521 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 554 0 0.00 0 7.0 4116 1764 7.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 595 2 0.00 5 7.5 5063 2025 8.0 9.00 0.34 0.17 0.17 3.18 0.09 0.58 61 647 5 0.10 78 8.0 6144 2304 8.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 708 11 0.22 246 8.5 7370 2601 9.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 781 20 0.38 565 9.0 8748 2916 9.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 873 45 0.64 1170 9.5 10289 3249 10.0 13.00 1.57 0.99 0.59 0.00 1.02 2.07 315 998 322 1.93 3423 10.0 12000 3600 10.5 10.5 13892 3969 11.0 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 7 4 0.11 0.17 1292 1280 f'c = f'c of Gunite or Concrete 2.0 96 7 4 0.11 0.17 1292 1196 d = Depth to Steel Centroid 3.0 324 7 4 0.11 0.17 1292 968 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 7 4 0.22 0.35 2526 2012 MA = Allowable Moment 4.0 768 7 4 0.22 0.35 2526 1758 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1094 7 4 0.22 0.35 2526 1433 M = Sum of all moments 5.0 1500 7 4 0.22 0.35 2526 1026 = MA - MRD 5.5 1997 7 4 0.22 0.35 2526 530 PROJECT:Standard Pool Plan Calculations 6.0 2592 7 4 0.33 0.52 3704 1112 6.5 3296 7 4 0.33 0.52 3704 408 7.0 4116 8 5 0.33 0.52 4694 578 7.5 5058 9 6 0.33 0.52 5684 626 8.0 6074 10 7 0.33 0.52 6674 600 8.5 7148 11 8 0.33 0.52 8225 1077 9.0 8240 12 9 0.33 0.52 9215 975 9.5 9235 13 10 0.33 0.52 10205 970 10.0 8919 13 10 0.33 0.52 10205 1285 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 28 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:11-B Depth of Pool Section (ft):11.0 feet, Soil Type:B Expansive Soil Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 8.0 EFP= 72 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 12 36 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 96 144 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 324 324 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 515 441 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 768 576 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1094 729 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1500 900 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1997 1089 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 2592 1296 6.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 513 0 0.00 0 6.5 3296 1521 7.0 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 560 0 0.00 0 7.0 4116 1764 7.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 607 0 0.00 0 7.5 5063 2025 8.0 9.00 0.00 0.00 0.00 3.38 0.00 0.50 53 653 0 0.00 0 8.0 6144 2304 8.5 10.00 0.17 0.00 0.17 3.37 0.04 0.57 67 706 2 0.01 7 8.5 7370 2601 9.0 11.00 0.34 0.17 0.17 3.26 0.09 0.60 77 773 7 0.11 97 9.0 8748 2916 9.5 12.00 0.52 0.34 0.18 3.03 0.15 0.64 90 849 13 0.23 305 9.5 10289 3249 10.0 12.00 0.73 0.52 0.21 2.61 0.23 0.72 101 939 23 0.42 725 10.0 12000 3600 10.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 1040 45 0.67 1470 10.5 13892 3969 11.0 13.00 1.57 0.99 0.59 0.00 1.02 2.07 315 1165 322 1.93 4046 11.0 15972 4356 11.5 11.5 18251 4761 12.0 12.0 20736 5184 12.5 12.5 23438 5625 13.0 13.0 26364 6084 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 72 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 12 7 4 0.11 0.17 1292 1280 f'c = f'c of Gunite or Concrete 2.0 96 7 4 0.11 0.17 1292 1196 d = Depth to Steel Centroid 3.0 324 7 4 0.11 0.17 1292 968 "a" = (as*fy)/(0.85*b*f'c ) 3.5 515 7 4 0.22 0.35 2526 2012 MA = Allowable Moment 4.0 768 7 4 0.22 0.35 2526 1758 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1094 7 4 0.22 0.35 2526 1433 M = Sum of all moments 5.0 1500 7 4 0.22 0.35 2526 1026 = MA - MRD 5.5 1997 7 4 0.22 0.35 2526 530 PROJECT:Standard Pool Plan Calculations 6.0 2592 8 5 0.33 0.52 4694 2102 6.5 3296 8 5 0.33 0.52 4694 1398 7.0 4116 8 5 0.33 0.52 4694 578 7.5 5063 9 6 0.33 0.52 5684 621 8.0 6144 10 7 0.33 0.52 6674 530 8.5 7363 11 8 0.33 0.52 8225 861 9.0 8661 12 9 0.33 0.52 9215 554 9.5 10014 12 9 0.44 0.69 11985 1972 10.0 11348 12 9 0.44 0.69 11985 638 10.5 12568 13 10 0.44 0.69 13305 737 2447 West 12th Street Suite 1 11.0 12330 13 10 0.44 0.69 13305 975 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 29 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:5-C Depth of Pool Section (ft):5.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):1.0 RESISTING MOMENT Pool Wall Radius (ft.) = 1.0 Depth to Radius (ft.) = 4.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 1.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 105 0 0.00 0 2.0 128 192 3.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 175 0 0.00 0 3.0 432 432 3.5 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 245 0 0.00 0 3.5 686 588 4.0 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 280 0 0.00 0 4.0 1024 768 4.5 6.00 0.52 0.00 0.52 1.08 0.12 0.65 46 315 6 0.17 58 4.5 1458 972 5.0 6.00 1.57 0.52 1.05 0.00 0.63 1.31 92 361 57 1.08 506 5.0 2000 1200 5.5 5.5 2662 1452 6.0 6.0 3456 1728 6.5 6.5 4394 2028 7.0 7.0 5488 2352 7.5 7.5 6750 2700 8.0 8.0 8192 3072 8.5 8.5 9826 3468 9.0 9.0 11664 3888 9.5 9.5 13718 4332 10.0 10.0 16000 4800 10.5 10.5 18522 5292 11.0 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 6 3 0.22 0.35 1866 1850 f'c = f'c of Gunite or Concrete 2.0 128 6 3 0.22 0.35 1866 1738 d = Depth to Steel Centroid 3.0 432 6 3 0.22 0.35 1866 1434 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 6 3 0.22 0.35 1866 1180 MA = Allowable Moment 4.0 1024 6 3 0.22 0.35 1866 842 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1405 6 3 0.22 0.35 1866 461 M = Sum of all moments 5.0 1544 6 3 0.22 0.35 1866 322 = MA - MRD 5.5 PROJECT:Standard Pool Plan Calculations 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 30 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:6-C Depth of Pool Section (ft):6.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):2.0 RESISTING MOMENT Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 4.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 128 192 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 432 432 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 686 588 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 1024 768 4.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 315 2 0.07 25 4.5 1458 972 5.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 355 6 0.23 112 5.0 2000 1200 5.5 7.00 0.85 0.52 0.32 1.52 0.26 0.74 61 397 16 0.43 300 5.5 2662 1452 6.0 7.00 1.57 0.85 0.72 0.00 0.81 1.66 135 458 110 1.52 1104 6.0 3456 1728 6.5 6.5 4394 2028 7.0 7.0 5488 2352 7.5 7.5 6750 2700 8.0 8.0 8192 3072 8.5 8.5 9826 3468 9.0 9.0 11664 3888 9.5 9.5 13718 4332 10.0 10.0 16000 4800 10.5 10.5 18522 5292 11.0 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 6 3 0.22 0.35 1866 1850 f'c = f'c of Gunite or Concrete 2.0 128 6 3 0.22 0.35 1866 1738 d = Depth to Steel Centroid 3.0 432 6 3 0.22 0.35 1866 1434 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 6 3 0.22 0.35 1866 1180 MA = Allowable Moment 4.0 1024 6 3 0.22 0.35 1866 842 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1436 6 3 0.22 0.35 1866 430 M = Sum of all moments 5.0 1899 7 4 0.22 0.35 2526 627 = MA - MRD 5.5 2392 7 4 0.22 0.35 2526 134 PROJECT:Standard Pool Plan Calculations 6.0 2463 7 4 0.22 0.35 2526 63 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 31 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:7-C Depth of Pool Section (ft):7.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):2.0 RESISTING MOMENT Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 5.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 128 192 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 432 432 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 686 588 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 1024 768 4.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 315 0 0.00 0 4.5 1458 972 5.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 350 0 0.00 0 5.0 2000 1200 5.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 385 2 0.07 30 5.5 2662 1452 6.0 7.00 0.52 0.25 0.27 1.98 0.14 0.62 51 425 7 0.19 119 6.0 3456 1728 6.5 7.00 0.85 0.52 0.32 1.52 0.26 0.74 61 476 16 0.47 358 6.5 4394 2028 7.0 8.00 1.57 0.85 0.72 0.00 0.82 1.69 157 536 130 1.52 1300 7.0 5488 2352 7.5 7.5 6750 2700 8.0 8.0 8192 3072 8.5 8.5 9826 3468 9.0 9.0 11664 3888 9.5 9.5 13718 4332 10.0 10.0 16000 4800 10.5 10.5 18522 5292 11.0 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 6 3 0.22 0.35 1866 1850 f'c = f'c of Gunite or Concrete 2.0 128 6 3 0.22 0.35 1866 1738 d = Depth to Steel Centroid 3.0 432 6 3 0.22 0.35 1866 1434 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 6 3 0.33 0.52 2714 2028 MA = Allowable Moment 4.0 1024 6 3 0.33 0.52 2714 1690 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1458 6 3 0.33 0.52 2714 1256 M = Sum of all moments 5.0 2000 6 3 0.33 0.52 2714 714 = MA - MRD 5.5 2635 7 4 0.33 0.52 3704 1068 PROJECT:Standard Pool Plan Calculations 6.0 3349 7 4 0.33 0.52 3704 355 6.5 4072 8 5 0.33 0.52 4694 622 7.0 4318 8 5 0.33 0.52 4694 376 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 32 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:8-C Depth of Pool Section (ft):8.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 5.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 128 192 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 432 432 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 686 588 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 1024 768 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1458 972 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 2000 1200 5.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 432 2 0.05 21 5.5 2662 1452 6.0 7.00 0.34 0.17 0.17 3.10 0.08 0.57 46 477 4 0.14 93 6.0 3456 1728 6.5 7.00 0.52 0.34 0.18 2.85 0.14 0.60 49 523 7 0.25 232 6.5 4394 2028 7.0 8.00 0.73 0.52 0.21 2.48 0.22 0.69 64 572 14 0.37 456 7.0 5488 2352 7.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 637 31 0.62 881 7.5 6750 2700 8.0 10.00 1.57 0.99 0.59 0.00 0.99 2.00 233 727 230 1.87 2467 8.0 8192 3072 8.5 8.5 9826 3468 9.0 9.0 11664 3888 9.5 9.5 13718 4332 10.0 10.0 16000 4800 10.5 10.5 18522 5292 11.0 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 7 4 0.22 0.35 2526 2510 f'c = f'c of Gunite or Concrete 2.0 128 7 4 0.22 0.35 2526 2398 d = Depth to Steel Centroid 3.0 432 7 4 0.22 0.35 2526 2094 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 7 4 0.33 0.52 3704 3018 MA = Allowable Moment 4.0 1024 7 4 0.33 0.52 3704 2680 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1458 7 4 0.33 0.52 3704 2246 M = Sum of all moments 5.0 2000 7 4 0.33 0.52 3704 1704 = MA - MRD 5.5 2643 7 4 0.33 0.52 3704 1061 PROJECT:Standard Pool Plan Calculations 6.0 3372 7 4 0.33 0.52 3704 332 6.5 4185 8 5 0.33 0.52 4694 509 7.0 5078 9 6 0.33 0.52 5684 606 7.5 5958 10 7 0.33 0.52 6674 716 8.0 5972 10 7 0.33 0.52 6674 702 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 33 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:9-C Depth of Pool Section (ft):9.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 6.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 128 192 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 432 432 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 686 588 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 1024 768 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1458 972 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 2000 1200 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 2662 1452 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 3456 1728 6.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 513 2 0.00 4 6.5 4394 2028 7.0 9.00 0.34 0.17 0.17 3.18 0.09 0.58 61 565 5 0.10 69 7.0 5488 2352 7.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 627 11 0.22 219 7.5 6750 2700 8.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 700 20 0.38 506 8.0 8192 3072 8.5 11.00 0.99 0.73 0.26 1.91 0.35 0.88 113 791 40 0.67 1073 8.5 9826 3468 9.0 12.00 1.57 0.99 0.59 0.00 1.01 2.05 287 905 290 1.91 3092 9.0 11664 3888 9.5 9.5 13718 4332 10.0 10.0 16000 4800 10.5 10.5 18522 5292 11.0 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 7 4 0.11 0.17 1292 1276 f'c = f'c of Gunite or Concrete 2.0 128 7 4 0.11 0.17 1292 1164 d = Depth to Steel Centroid 3.0 432 7 4 0.11 0.17 1292 860 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 7 4 0.22 0.35 2526 1840 MA = Allowable Moment 4.0 1024 7 4 0.22 0.35 2526 1502 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1458 7 4 0.22 0.35 2526 1068 M = Sum of all moments 5.0 2000 7 4 0.22 0.35 2526 526 = MA - MRD 5.5 2662 7 4 0.33 0.52 3704 1042 PROJECT:Standard Pool Plan Calculations 6.0 3456 8 5 0.33 0.52 4694 1238 6.5 4390 9 6 0.33 0.52 5684 1294 7.0 5426 10 7 0.33 0.52 6674 1248 7.5 6553 11 8 0.33 0.52 8225 1672 8.0 7736 11 8 0.33 0.52 8225 488 8.5 8860 12 9 0.33 0.52 9215 355 9.0 8881 12 9 0.33 0.52 9215 334 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 34 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:10-C Depth of Pool Section (ft):10.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 7.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 128 192 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 432 432 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 686 588 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 1024 768 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1458 972 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 2000 1200 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 2662 1452 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 3456 1728 6.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 513 0 0.00 0 6.5 4394 2028 7.0 9.00 0.00 0.00 0.00 3.38 0.00 0.50 53 560 0 0.00 0 7.0 5488 2352 7.5 10.00 0.17 0.00 0.17 3.37 0.04 0.57 67 613 2 0.01 6 7.5 6750 2700 8.0 11.00 0.34 0.17 0.17 3.26 0.09 0.60 77 679 7 0.11 86 8.0 8192 3072 8.5 11.00 0.52 0.34 0.18 3.00 0.15 0.64 82 756 12 0.27 299 8.5 9826 3468 9.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 837 20 0.42 669 9.0 11664 3888 9.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 929 45 0.64 1311 9.5 13718 4332 10.0 13.00 1.57 0.99 0.59 0.00 1.02 2.07 315 1054 322 1.93 3671 10.0 16000 4800 10.5 10.5 18522 5292 11.0 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 7 4 0.2 0.31 2306 2290 f'c = f'c of Gunite or Concrete 2.0 128 7 4 0.2 0.31 2306 2178 d = Depth to Steel Centroid 3.0 432 7 4 0.2 0.31 2306 1874 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 7 4 0.39 0.61 4322 3636 MA = Allowable Moment 4.0 1024 7 4 0.39 0.61 4322 3298 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1458 7 4 0.39 0.61 4322 2864 M = Sum of all moments 5.0 2000 7 4 0.39 0.61 4322 2322 = MA - MRD 5.5 2662 7 4 0.39 0.61 4322 1660 PROJECT:Standard Pool Plan Calculations 6.0 3456 8 5 0.39 0.61 5492 2036 6.5 4394 9 6 0.39 0.61 6662 2268 7.0 5488 10 7 0.39 0.61 7832 2344 7.5 6744 11 8 0.39 0.61 9563 2819 8.0 8114 11 8 0.39 0.61 9563 1449 8.5 9557 11 8 0.44 0.69 10665 1109 9.0 11062 12 9 0.44 0.69 11985 923 9.5 12538 13 10 0.44 0.69 13305 767 10.0 12696 13 10 0.44 0.69 13305 610 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 35 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction Standard Detail:11-C Depth of Pool Section (ft):11.0 feet, Soil Type:C Expansive Soil w/ Slope Radius of Steel (ft):3.0 RESISTING MOMENT Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 8.0 EFP= 96 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 16 48 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 128 192 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 432 432 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 686 588 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 1024 768 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 1458 972 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 2000 1200 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 2662 1452 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 3456 1728 6.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 513 0 0.00 0 6.5 4394 2028 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 554 0 0.00 0 7.0 5488 2352 7.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 595 0 0.00 0 7.5 6750 2700 8.0 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 636 0 0.00 0 8.0 8192 3072 8.5 9.00 0.17 0.00 0.17 3.33 0.04 0.57 59 683 2 0.01 6 8.5 9826 3468 9.0 10.00 0.34 0.17 0.17 3.22 0.09 0.59 69 742 6 0.11 91 9.0 11664 3888 9.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 811 11 0.26 314 9.5 13718 4332 10.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 884 20 0.38 671 10.0 16000 4800 10.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 975 45 0.64 1343 10.5 18522 5292 11.0 12.00 1.57 0.99 0.59 0.00 1.01 2.05 287 1100 290 1.93 3762 11.0 21296 5808 11.5 11.5 24334 6348 12.0 12.0 27648 6912 12.5 12.5 31250 7500 13.0 13.0 35152 8112 fy = 40,000 f'c = 2,500 Where: EFPD = 1.6*EFP 96 psf Gunite d as "a"MA M as = Area of Steel h(ft.)in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 16 7 4 0.2 0.31 2306 2290 f'c = f'c of Gunite or Concrete 2.0 128 7 4 0.2 0.31 2306 2178 d = Depth to Steel Centroid 3.0 432 7 4 0.2 0.31 2306 1874 "a" = (as*fy)/(0.85*b*f'c ) 3.5 686 7 4 0.39 0.61 4322 3636 MA = Allowable Moment 4.0 1024 7 4 0.39 0.61 4322 3298 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 1458 7 4 0.39 0.61 4322 2864 M = Sum of all moments 5.0 2000 7 4 0.39 0.61 4322 2322 = MA - MRD 5.5 2662 7 4 0.39 0.61 4322 1660 PROJECT:Standard Pool Plan Calculations 6.0 3456 7 4 0.6 0.94 6353 2897 6.5 4394 7 4 0.6 0.94 6353 1959 7.0 5488 7 4 0.6 0.94 6353 865 7.5 6750 8 5 0.6 0.94 8153 1403 8.0 8192 9 6 0.66 1.04 10855 2663 8.5 9821 10 7 0.66 1.04 12835 3014 9.0 11582 10 7 0.66 1.04 12835 1253 9.5 13435 11 8 0.66 1.04 15376 1941 10.0 15396 12 9 0.66 1.04 17356 1960 10.5 17313 12 9 0.66 1.04 17356 43 2447 West 12th Street Suite 1 11.0 17910 13 10 0.66 1.04 19336 1426 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 13.0 Prepared by: AEM Page: 36 of 36 1/1/2020 MRD= MS - 0.9MR Resulting Design Moment Reinforcement and Gunite Thickness Requirements MOMENT FROM SOIL Moment Capacity of Construction