Loading...
HomeMy WebLinkAboutB15-0316Butte. County DepartmAt of &bvelopment Services PERMIT CENTER •�, �•; 7 County Center Drive,'Oroville' CA 95965 QU.N Main Phone (530) 538-7601 Permit Center Phone (530) 538-6861 Fax (530) 538-2140 .FORM NO ANTI -ENTRAPMENT CERTIFICATION FORM FOR SWIMMING.POOLS & SPAS - The following form is required .whenever a building permit is issued to construct or repair (re -plastering) a swimming pool, toddler pool, or spa. STATEMENT TO BE SIGNED PRIOR TO FINAL APPROVAL Verification of compliance with the "Swimming Pool Safety Act of 2006° (Health & Safety Code 115920 — 115929) Site Address: . Property Owner: Phone: .Owner's Mailing Address: I hereby certify that the swimming pool, toddler"pool, or spa located a the above- mentioned address complies with the provisions or the "Swimming Pool Safety Act of 2006" and has been equipped with an anti -entrapment cover meeting the current ASME/ANSI Standard A 112.19.8 as required under the provisions of the law and have received additional information on pool barrier requirements. Signed: Owner Date: Signed: Date: Contractor CONTRACTOR'S INFORMATION Company Name: California Contractor's License Number: Mailing Address: Phone: Email Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout K:\NEW_WEBSUMBuilding\Building Forms & Documents\Approved 2011 forms -handouts and on IistTool Anti Entrapment Certification Form DBP -66 2011-09Aoc Page 1 of 3 Definitions Approved Safety Pool Cover: A manual or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTM), in compliance with standard F 1346-91. Enclosure: A fence, walLor combination thereof that isolates a swimming pool from unauthorized access. Exit Alarm: A device that makes an audible, continuous alarm sound on the doors leading from the dwelling/garage or other structure to the pool enclosure, which, when opened or left ajar, permits entry to the pool without any intervening enclosure device. Exit alarms may be battery operated or connected to. the electrical wiring of the building. Public Swimming Pool: A swimming pool operated for the use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single family dwelling. Swimming Pool or Pool: Any structure intended for swimming, recreational bathing or other recreational use'that will contain water over 18 inches in depth. Swimming pools include in -ground and above -ground structures and include, but are not limited to, hot tubs, spas, portable spas and non-portable wading pools. Other terms, words, or phrases not defined shall have their ordinarily accepted meanings within the context with which they are used. Webster's Third New International Dictionary of the English Language, Unabridged, copyright 1986, shall be. considered as providing ordinarily accepted meanings. KNEW WEBSITE\Building\Building Forms & DocumentsWpproved 2011 forms -handouts and on Iist\Pool Anti Entrapment Certification Form DBP -66 2011-09.doc Page 2 of 3 Swimming, Pool Requirements Drowning Prevention 'Safety Features Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act The County of Butte requires- either a listed, approved safety pool cover* meeting ASTM Standard F1346-;91, OR a complying enclosure* which isolatesthepool from the dwelling and remaining yard, OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door alarms and self-closing, self latching devices on all doors leading into the enclosure. *Enclosures 6 Minimum height of 60 inches 0 Access gates shall open away from pool and have self -dosing, self -latching device no lower than 60 inches above the ground. • Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure • No openings greater than' inch within 18 inches of the release mechanism when closed. Gaps or voids shall not allow the passage of a 4 inch sphere. • Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold that could enable a child of less than 5years of age to climb over. • Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches *Pool Cover • Shall be -correctly installed per the manufacturer's instructions to prevent the access of children under five years of age to the water. • Shall be properly constructed to meet ASTM specifications and be labeled accordingly. • All ties, anchors or attachment points and controls for automatic covers must be installed in a way to prevent operating or uncovering the poll by children less than five years of age. • Thepoolcover shall possess a listing that insures the original design or performance of the cover meets. or exceeds testing as prescribed by ASTM Standard F1345-91, Section 9 Test Methods for Safety Covers. K:\NEW_WEBSITEUBuilding\Building Forms & Documents\Approved 2011 forms -handouts and on list\Pool Anti Entrapment Certification Form DBP -66 2011-09.doc Page 3 of 3 o- I';. • . l/LIC"A ' V Ztl.Y lri. lLY� l]IA�..Y Z lV V 1VZ1V111JA71�llY . REQUIREMENTS FOR RESIDENTIAL SWIMMING POOLS ..: PERMIT!# i�l U J Y/jllu s' BUTTE COUNTY DEVELOPMENT SERVICES ..�' .. .. .2.3 Poo[ and Equipuip ment EIEWED FOR CODE C MP_L NCE DATE Pool and'Spa Overview The mandatory requirernents.for pool and spa heating equipment are essentially the same as in the. WA Standards. The 20 0 Standards include many additional requirements forresidential swimming pool filtration equipment which affect pump selection and flow rate, piping and fittings, and filter selectiori. These new Standards are designed to reduce the energy used to -filter-and maintain the clarity and sanitation of pool water. , Heating Equlpment:Requirements Before any pool or spa heating ,system or equipment may be installed, the manufadturer must certify to the Energy Commission that the system or -equipment-complies with. §1:14 and §11.5. The requirements. Include minimum heating efficiency. aceording:to Appliance Efficiency Regulations, an on-off switch outside: the heater, -permanent and weatherproof.opereting1ristructions, no. continuous pilot light; and no electric resistance heating ('see exceptions below.). §115 Pool<and spa heaters:may not have continuously burning pilot lights. §114 Outdoor pools and•spas'wlth gas or electric heaters.shall have a cover installed. { } The cover should, be fitted and installed during the final Inspection. - There are.two exceptions for electric heaters. -which maybe Installed for. A.. Usted.ppekage units.with fully insulated enclosures 0,94, hot tubs), and with tight -fitting covers, Insulated to at least: R-6. 2. -Pools or spas getting 60 percent or more of their annual heating from site solar. energy or recovered energy. Pool Pump Requirements .For maximum energy efficiency.; pool filtration should be' operated at the. lowest possible flow -rate for a time.: period that provides sufficient water turnover for clarity and sanitation: Auxiliary pool loads that require high flow rates such as spas;: pool cleaners, and.water features, should be operated separately from the filtration•to allow the filtration flow rate to be kept to a minimum. §1b01P 1 . All pumps. and pump motors shall. comply with the specifications of the Appliance Efficiency Regulations. The pool filtration flow rate. may. not be greater than the rate needed to .tum over the pool. water volume in 6 hours or 36 gpm, whichever is greater. This means that for pools of less than 13;000 gallons the pump must be sized to have a flow rate of less than 36 gpm and for pools of greater than 13,000 gallons, the pump must be sized using the following. equation: a &14 Max Flow Rate (gPm).= Pool Volume (gallons) 360min. 7hose.are maximum,ffow, rates. Lower flow -rates and -longer filtration times are encouraged and will resufi.in added-energy`savings. Pools%rith.auxiliary pool: loads must.use either a multi -speed pump.or a separate pump. for each auxiliary pool'. load.JFor example, If a spa shares- the pool filtration system, either.a- mufil-speed pump must be used or a separate pump must be provided to -opera to the spa. If the pool system can be served,by one pump of less than I total=hp In capacity, the: pump may be single speed: Filtration pump motors with a capacity. of 1. total -hp or more -must be multl-speed. All poof`pumps sold in California must be tested and listed-with'Ahe Energy Comnvsslon a000rding to: the Appliance Efficiency Regulations. Pump manufacturers must list ttow4WO, power. -and e'nergyfactor.at each of three system Curves (see�Flgure."). For pools equal to•or less.than 17,000 gallons, a pump must;be chosen such that the flow (ate Wed,for--Curve A is less than the 6 - hour turnover rate. Forpools greater than 17,000gallons, a. pump m ust be C)osensuoh:that the:listed flow ratd at Curve C is less than the 6 -hour turnover rate. W1110i Heating Requirements — Mandatory Rbquitemehts. Page -5-1.5 60 so A 40- JI B 30._. Points 20 Pump 10 • C. 011 0 10 20 30 40 60 60. 70 So 90-1 Flow (gPM) Rgure 4" SYS(ain Test I&WS Pool Pump controls P601 controls are a critical element of energy effWant. pool design. Modern pool controls` allow for auk01aY loads such as ol6anlng sWms, solar heating t6mPorery viate and tIOaturds�with0u(OOMpromisfngBnOW savings. A time 6'wtch*or SIMUar oontrol mechanises must be Installed as part Of the Pool water ck-cuiation control System that will allow all pumps to be set or prog. to run o*,N during the :of(-P"k,6led& demand period jind for the minimuram M"d nawssft to maintain thoNater In the. condition reWired by applicable pub tlme h8afth.stanclarda. Ila F �T PIT Multi"SPOW PUMPS must -have controls- that default tq the n Itration now rate- when no auxiliary pool loads are operating, The oontrols; must also default to. the filtration flow rate 8Gt(k9 within 24 hours and must have a temporary override capability for servioina. Poo/p/pe, Filter, and Valve Reclulmm&nts System design for residential pools is new for 2008. Correct. sizing . of piping, filtbre. and valves reduces overall system head, reduces noise and wear, and energyIncreases efficiency. Other mandatory requirements include leading Stmight-p1pe Into the' pump, directional Inlets for mixing, and.p1ping to allow future Soler Installations. for Ce W----------------- ater I Ieating'Rer�uirementy-- Mandato §114(b.et►d§1SOjp 2 P.,00(piping musf4be=si ed} cxoMingio the:maxtmurn,fi6w rate,,, needed for:ait .auxiliary.:Ioads..The.,-maxintum.velocify allowed is 8 fps in the nIneethde tosu6ceti:oinncxilienaeseTd if ffirere_are aux�i:ar ! um:p.peszes rereqtuuimee:d:linbY.`p fps volume,based:on a 6fiourtumover:filtratonfowrate: These pipewoo(: grsould:oads�hauoperate-at;eater-than thb filtration flowrate-- Converser , ;tfiey could :be raduaed if thef pump Is sized for greater than. a 6 -hour tumover fiffration flow rate. Table 6-3 – 6 -Hour Turnover Pipe Sizing Poor. Volume (gallons) : Minimum Pipe Diameter (in) Min Max- 'Retum Sueuon ' 13;000 1.6 7.5 .13;000. !7.000 1.6 2 17,000 21.000 2 00 2 21.0 • 30;000 2 2.6 30.0A0 42;000 2.6 3 42,000 48,000 3 3 48'060 3 3.5 • There.must be a length of stralght.pipe that Is greater than or equal to at least 4 Inches. pipe diameters installed before the pump. That is, fora 2 Inch suction Pwrnp, there must be at least 8 Inches df straight pipe before the pump -s strainer basket. Tradktonal-hArd 90°elbows are not allowed. Ail elbows must be'sweep pe or a. of elbow brat- Wks a pressure drop fess than the pressure. drop of straight POO with a length Of 30 pipe diameters. For example. a 2 Inch elbow must have a piessune drop less than a 546ot length of 2 Inch straight pipe. Field vagi of sweep elbows miay be performed by clreoldng that the distance *W of the Uwtallod sweep elbow is grater than that for a hard g0 elbow (refer to Figure �64). 'The dWerenre In measurement between the radial edge of one sleeve to the perpendiculal5'80e of the olbow Is found to be distinct betiiv swoop elbows and hard 90's. There is sufficeenient dKierence In distance -W'such that all sweep elbows exceed the minimum values listed in Table 5-4. Figlarea &A below. illustrates W. the dimension between the elbow sleeves and Table 64 shows the minimum distances,W foe an acceptable sweep elbow. A A- (1—: O ROM &4 -= Uesswing W. at ft pool sXe. 1 Table 5.-4 — P - } " oof sffe-measurramenl for sweep elbows Pipe prair�eter Mlntmum W (Inch) 2 ; 318 112 ! 4 7W4 t Filters shall be "sized usirig�. NSF/ANSI 60 based on the maximum flow rate through the filter. The filter factors that must be used are (in fta/gpm): Cartridge 0.375 Sand 16 Dlatomaoeous Earth g backwash valves must be. sized to the diameter of the return pipe or two whichever is grpskter..,Mufffpori backwash valves hat e a high pressured pate' are dlscout�aged:.Low4oss slide and multiple -way valves can provide signlgnd savl6gs; = cant -the pool must have directional Inlets to adequately mix the pool water. If a pool does not currently use solar water-heathig accommodate any future installation. Contractors caoh piping ed three st be Options to allow for the future addition of solar heating equipment: Ons to .1. Provide at least 38 inches of pipe between the filter and the fleeter to allow for the future addition of solar -heating equipment. August p WaferNeaUrig;Requirements—,Prese iptive.-,RequIM"ments. 2. Plumb separate' suction=andreturn lines'to the Rofll: dedicated to future solar heating. 3., install: built-up or built-in<connections.forfuture<piping to solar water heating. An. example of thiswouldib.o a capped:off tee fitting. i WaferNeaUrig;Requirements—,Prese iptive.-,RequIM"ments. 2. Plumb separate' suction=andreturn lines'to the Rofll: dedicated to future solar heating. 3., install: built-up or built-in<connections.forfuture<piping to solar water heating. An. example of thiswouldib.o a capped:off tee fitting. STATE OF CALIFORNIA MANDATORY MEASURES SUMMARY: RESIDENTIAL EC- MF -1 R (Revised 08/09) CALIFORNIA ENERGY COMMISSION �-- Mandatory Measures Summary MF -1R Residential Site Address: Enforcement Agency: BUTTE Date: 252 SHELDON AVENUE, GRIDLEY CA 95948 COUNTY Pool and Spa Heating Systems and Equipment Measures: § 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. § 114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating § 1 14(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). STATE OF CALIFORNIA F FAMIT ># POOL AND SPA HEATING SYSTEMS BUTTE COUNTYDEVE-LOOM-EN1 SERVICES CEC-CF2R-PLB-04-E Revised 06/14 R M F E! tf [ � 1 % F(_) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF INSTALLATION GODS 44;lthtki r _IAN I,E CF2R-PLB-03-E Pool And Spa !-seating Systems DATE_ _ i3Y I (Page 1 of 3) Project Name: STOKES Enforcement en : PermitNumber: Dwelling Address: SAME AS ABOVE SAME AS ABOVE BUTTE A. POOL AND SPA SYSTEM TYPE FEB 1 2i 2015 01 POOL AND SPA SYSTEM TYPE 73 ID OVnxnrve B. POOL AND SPA SYSTEMS AND EQUIPMENT REQUIREMENTS (SECTION 110.4(a) and 110.5) 01 Heater has a thermal efficiency that complies with the Appliance Efficiency Regulations. A readily accessible on-off switch is mounted on the outside of the heater, which allows the heater to be shut off without the 02 user adjusting the thermostat setting. A weatherproof plate or card containing instructions for the energy-efficient operation of the pool or spa heater is 03 permanently mounted. No electric resistance heating except for listed package units that have fully insulated enclosures and tight fitting covers that 04 are insulated to at least R-6. Or if documentation is provided that at least 60 % of the annual heating energy is from site solar energy or recovered energy. 05 Heating:system has no pilot light. The res onsiblePerson's signature on this compliance document affirms that all applicable requirements in this table have been met. C. POOL AND SPA SYSTEM INSTALLATION REQUIREMENTS (SECTION 110.4(b)) 01 To allow -for the future addition of solar heating equipment, at least 36" of pipe is installed between the filter and heater, or dedicated suction and return lines are installed, or built-in or built-up connections for future solar heating are provided. 02 A cover is provided for outdoor pools or spas that have a' heat pump or gas heater. 03 Pool system has directional inlets to adequately mix the pool water 04 1 Pool system has a time switch that allows the pump to be set or programmed to run during off-peak periods only The responsibleperson's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 J 1 A I t UI- UALIP-UMIA ' • POOL AND SPA HEATING SYSTEMS CEC-MR-PL13-04-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF INSTALLATION CF2R-PLB-03-E Pool And Spa,Heating Systems (Page 1 of 3) Project Name: STOKES Enforcement Agency: BUTTE Permit Number: Dwelling Address: 2`152 SHELDON AVENUE, GRIDLEY CA 95948 COUNTY D. POOL PUMP SIZING AND FLOW RATE SPECIFICATION (SECTION. 150.0(p)) 01 The pool pump specified is listed in the CEC database of certified pool pumps. 02 The pool pump flow rate shall not exceed the maximum pump flow rate calculated based on pool sizing in the table below. The return pipe diameter, suction pipe diameter, and filter area shall be' at least as large as the required minimums shown in the table. Alternatively, a flow calculation or flow test result shall be provided to demonstrate that the pump flow rate is less than 6 hour filtration turnover, and the return pipe flow rate does not exceed 8 feet per second and that the suction pipe flow rate does not exceed 6 feet per second.. 03 An alternative compliance calculation or a flow test result is provided for this pool or spa use (must attach flow calculation or flow test result to this form) 04 The pump is capable of operating at 2 or more speeds (not applicable if pump is less than 1 horsepower). 05 Each auxiliary pool load is served by either a separate pump, or the system is served by a multi -speed pump. 06 Volume of pool (gallons): '26,900 07 Filter Type (Cartridge, Sand, DE): CARTRIDGE 08a Required. Min Return Pipe Diameter (inches) 08b Required Min Suction Pipe Diameter (inches) 08c Required Min Filter Area (ft) 08d Required Max Pump Flow (gpm) see table C see table C see table C see table C 09 Return. Pipe Diameter (inches). 2" 10 Suction Pipe Diameter (inches). 211 11 Filter Surface Area (ft'). 580- SQFT 12 Max Pump'Flow Rate (gallons per minute). 78 13 Measured flow rate return line (feet per second) 8 FPS .MAX 14 Measured flow rate suction line (feet per second) 6 .FPS MAX 15 Compliance statement The responsibleperson's signature on this compliance document affirms that all applicable requirements in this table have been met. E. POOL SYSTEM PIPING (Section 150.0(p)2) 01 The suction side pipe is straight for at least 4 pipe diameters• before entering the pump (See table below for the required 01 straight run lengths for various pipe sizes). 02 All elbows are sweep elbows, or an elbow type that has a pressure drop that is less than the pressure drop of a straight pipe with a length of. 30 pipe diameters. The responsibleperson's signature on this compliance document affirms that all applicable requirements in this table have been met. F. POOL FILTERS AND VALVES (Section 150.0(p)3 and 4) 01 If a filter- is used in a pool intended for public use: The size of the filter is at least the size specified in NSF/ANSI 50. 02 If a bac�:wash valve is used: The diameter of the backwash valve is at least 2 inches, or the diameter of the return pipe, whichever is greater. The res onsibic,person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 J I A It UI• UALII-UKNIA t° POOL AND SPA HEATING SYSTEMS CEC-CF2R-PLB-04-E (Revised 06/14) CERTIFICATE OF INSTALLATION Pool And Spa:Heating Systems Project Name: STOKES Dwelling Address: 252 SHELDON AVENUE, GRIDLEY CA 95948 rcement Agency: BUTTE COUNTY CALIFORNIA EN CF2R-PLB-03-E (Page 3 of 3) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Installation.documentation is accurate and 'complete., Documentatio n Author Name : DUSTIN HORMEL Documentation Author Signature: Documentation Author Company Name: PREMIER POOLS & SPAS Date Signed: Feb/12/2015 Address: 11250 PYRITES WAY CEA/HERS Certification Identification (If applicable): N/A City/state/Zip: RANCHO CORDOVA,' CA 95670 Phone: (916) 852-0223 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the'State of California: 1. The, information provided on this Certificate of Installation is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement (responsible builder/installer), otherwise I am an authorized representative of the responsible builder/installer. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations, and the installation conforms to the requirements given on the plans and specifications approved by the enforcement agency. 4. 1 reviewed a copy of the Certificate of Compliance approved by the enforcement agency that identifies the specific requirements for the scope of construction or installation identified on this Certificate of Installation, and I have ensured that the requirements that apply to the construction or installation have been met. 5. 1 will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building,.and made available to the enforcement agency for all applicable inspections. I understand that a registered copy this Certificate of Installation is required to be included with the documentation the builder provides to the building owner t 5VUpancy. Responsible Builder/Installer Name: KEITH HARBECK Responsible Builder/InstallerSignature: Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) PREMIER POOLS & SPAS Position With Company (Title): OWNER Address: 11250 PYRITES WAY `SLeLi`en5e: 589234 City/State/Zip: RANCHO CORDOVA, CA 95670 Phone (916) 852-0223 Date signed: Feb/12/2015 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards- 2013 Residential Compliance HERS Provider: June 2014 CERTIFICATE OF INSTALLATION - USER INSTRUCTIONS CF2R-PLB-03-E Pool And Spa Heating Systems (Page 1 of 2) Instructions to CF2R-PLB-04 A. POOL AND SPA SYSTEM TYPE Pick from Pool only, Spa only, or Pool and Spa B. SYSTEMS AND EQUIPMENT (SECTION 114.0(A)) Before any pool or spa heating system or equipment may be installed,'the manufacturer must certify to the Energy Commission that the system or equipment complies with §110.4 and §110.5. The requirements include minimum heating efficiency according to Appliance Efficiency Regulations, an on-off switch outside the heater, permanent and weatherproof operating instructions, no continuous pilot light, and no electric resistance heating C. INSTALLATION (SECTION 114.0(B)) A time switch or similar control mechanism must be installed as partof the pool water circulation control system that will allow all pumps to be set or programmed to run only during the off -.peak electric demand period and for the minimum time necessary to maintain the water in the condition required by applicable public health standards D. PUMP SIZING AND FLOW RATE SPECIFICATION (SECTION 150.0(P)) The pool filtration flow rate may not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm, whichever is greater. Calculate Max Flow Rate using the following equation: Max Flow Rate (gpm) = Pool Volume (gallons) 26900 (gallons) 360min. 75 (gpm) 360 min. Pool piping must be sized according to the maximum flow rate neededfor all auxiliary loads. Show work to calculatereturn and suction line flow rate, minimum filter area, and the maximum pump flow rate correspond to the pool volume in accordance to section 150.0(p), or refer to Table C below for the prescriptive values. The maximum velocity allowed is 8 fps in the return line and 6 fps in the suction line, and the maximurn, pump flow.rate is less than 6 hour filtration turnover. 03 Select whether the alternative calculation is used. . 06 Enter the Pool volume 07 nter the Return Pipe Diameter (inches). 09 Enter Suction Pipe Diameter (inches). 10 Enter Filter Type. (Cartridge, Sand, DE). 11 Enter Filter Surface Area (ft). 12 Enter the Max Pump Flow Rate (gpm). 13 Enter the measure flow rate of the return line in feet per second. This is only used if the alternative calculation is used. 14 Enter the measure flow rate of the return line in feet per second. This is only used if the alternative calculation is used. CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014' CERTIFICATE OF INSTALLATION - USER INSTRUCTIONSCF2R-PLB-03-E Pool And Spa Heating Systems (Page 2 of 2) E. SYSTEM PIPING There must be a length of straight pipe that is greater than or equal to at least 4 inches pipe diameters installed before the pump. Refer to Table D below for the required pipe length. Traditional hard. 900 elbows are not allowed. All elbows must be sweep elbows or a type of elbow that has a pressure drop less than the pressure drop of straight pipe with a length of 30 pipe diameters. F. FILTRATION EQUIPMENT Backwash valves must be sized to the diameter of the return pipe or two inches, whichever is greater. Multiport backwash valves .have a high pressure drop and are discouraged. Table C Pool sizing (Values are based on a.maximum allowable turnover rate of 6- hours) Note: For pumps greater than 1 hp. The maximum Pump Flow is the lowest speed default filtration Max Pool Volume (gallons) Min Pipe D or Greater Min Filter Area or more Max Pump (inches) (square feet) Flow (gpm) 1.5 Return Suction Cartridge Sand DE 13,000 1.5 1.5 100 2.4 20 36 17,000 1.5 2 130 3.1 25 47 21,000 2 2 •160 3.9 30 58 28,000 2 2.5 210 5.2 40 78 42,000 2.5 3 320 7.8 60 117 48,000 3 3 360 8.9 70 133 Table D Pipe Diameter/Pipe Length Pipe Diameter (inch) Required Pipe Length leading into pump (inch) 1.5 6 2 8 2.5 10 3. 12 CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 ., P ool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS ; FOR BUTTE COUNTY FEB 12 2015 DEVELOPMENT STANDARD POOL SERVICES f� 17- O�3 tN STRUCTURALPIT OUNTYDEVELOPMENTSERVICES COI C�MPLLIANCE DATE S (_I I BYE Engineer's Seal These calculations are valid only when accompanying (2) copies of the Pool Engineering, Inc. Standard Pool Structural Plan with original wet seal and signature in red ink. PREPARED IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING CODE (2012 INTERNATIONAL , BUILDING CODE) CONCRETE f c = 2, 500psi REINFORCING • fy, = 40, 000psi (Grade 40)' W \rlofailc\Rolaacc\( alrc 9n1%innior f`Rf 7n1Q h.1 Ani ..If Inrnnr')n4o n4.1)0.on ons o i a--;-- _ _. � �. ..� �_.• � , w . . ©, • . . - w » ° � , , : � ©,' » • . _: >' \ � •: Ono1201 N. Tustin Avenue engioolneering Anaheim, CA 92807 Inc. nc. Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION f.' specific compressive strength of concrete {psi) Wc : weight of concrete (ppo fcao'= 0.45 f, allowable extreme fiber stress in compression for concrete (psi) ACI 318-99 Section A.3.1(a)1 permissible shear stress carried by concrete (psi) ACI 318-99 8ection�A-)1 EP = 57000 f, ; modulus of elasticity of concrete (psi) ACI 318-99 Section 8.5.1 fy = 40000 : specified yield strength of reinforcement (psi) fsali = 20000 [GRADE 40, 50], 24000 [GRADE 60] : permissible tensile strength in reinf. (psi) ACI 318-99.Section A.3.2� ES = 29000000 : modulus of elasticity of reinforcement (psi) ACI 318-99 Section 8.5.21 Ys : equivalent fluid pressureof soil (pco E n = Es : modular ratio of elasticity C b : width of compression face of member (in) cover :'3 in. minimum for Concrete cast against and permanently exposed to earth. ACI 318-99 Section 7.7.1(a)1 SEE CALCULATION METHODOLOGY.• STANDARD PLAN- H : total height of pool wall including bond beam (ft) RBa : distance from top of bond beam to surface of water (ft.) R' :'Radius of pool wall curvature (ft) t thickness of pool wall at particular height (in) d'= t - cover'- (DS/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) H2 : bottom depth of particular section,(ft) 1_ OTMSOI� = 6y, H2 over -turning moment (ft-lbs)Y. V 1 Hz.Z ; shear,(lbs) MR : Moment Resisting (ft-Ibs) 2 'MT = OTMsoiL + MR : Net Moment (ft -lbs) VT = VsoiL : Net Shear (lbs) As : area of nonprestmssed tension reinforcement (int) D$ : Diameter of reinforcement (in) A. P bd ratio of tension reinforcement k=(pn)z+2,on—pn j=1-3 fs = 1 : average stress in the steel (psi) A, j d fc 2 MT j k bd2 maximum compressive stress at the top of the compressive zone (psi) V= bd : design shear stress (psi) Per ACI 318 -11 -Section R1.1, The Alternate Design Method of the 1999 Code may be used in place of the applicable sections -of -the -20 -1 -1 -code;-- — - — - W:\Details\Release\Calcs 2013\100NC CBC2013 (v1.40].pdf 10109!2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 2 of 51 Poo! 1201 N. Tustin Avenue engineering Anaheim, CA. 92807 inc. Fax' (714) 630-6114 Phone: (714) 630=6100 STRUCTURAL CALCULATIONS POOL WALL GENERAL METHODOLOGY VL, CALCULATIONS The following pages demonstrate the basic -calculations which are summarized in the Pool Wall Summary Tables W:\Defails�Release�Calcs 2013\100NC CBC2013 [0.40].pdf 10/09/2013 01:28:50 PM ©.Pool Engineering, Inc. 2013, Page 3 of 51 p00I Ron Lacher. RC.E. An in@erin 1201 N. Tustln Ave. 9 9 AnaWm, Caftmla 92801 InC. Fax (714) 630-6114 Phone: (714) 830$100 STANDARD POOL WALL. _ CALCULATION METHODOLOGY T WATER LINE. _ 24 VERTICAL STEEL 25 PC— 1/2 -YS Hz "--HORIZONTAL STEEL STEEL" 12 9 13 x 14 15 A—=--------- -- �A 7 E _ 2 21. — 22 LOAD DIAGRAM DUE TO EARTH PRESSURE 1 r NET MOM = OTM Sm — MR DETERMINE OTM AND V DUE TO YS _ OTMa (1/2 %s H2 )(H2 /3) = 1/6 !8' H2 VA 1/2 YS H2 x ' M ... ee!e . 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714).630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE MOMENTS LOAD DIAGRAM DUE TO EARTH PRESSURE Point A can be any point on insiae or pooi wall- A W:\Details\Release\Calcs 2013\1 OONC CBC2013 [v1.40J.pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 5 of 51 Po' 1201 N. Tustin Avenue engineering Anaheim, CA 92807 i n c... Fax: (714) 630=6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. TABLE A - NON -EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. f� = 2500 psi G)C = 150 pcf fce, = 0.45f, 1125 psi FROM ACI 318-99 Section A.3.1 (a) u, 55.0 psi FROM ACI 318-99 Section A.3.1 (b) EC= 57000 f, = 2850000 psi FROM ACI 318-99 Section 8.5.1. fy = 40000 psi fsau 20000, psi FROM ACI 318-99 Section A.3.2 E, = "2.9E+07 psi FROM ACI 318-99 Section 8.5.2 Ys = 30 pcf n = ES/E,: = 10.18 b = 12 in cover = 3 in H = 8.5 ft Try wall thickness t = 6.0 in at'a depth of H2 = 6.5 ft Try vertical steel = #3 @ 6" Ds = 0.375 in AS = 0.221 in` d = t - cover - (DS/2) = 2.81 in OTMsoiL = 1 YS H, = 1373 ft -Ib 15 MR = -647 ft -Ib MT = OTMSoa + MR = 726 ft -Ib Ys H2 2 = VT — VS sOIL — 1 634 Ib 2 FROM ACI 31.8-99 Section -7.7.1 (.1) Overturning moment due to.earth pressure Resisting moment due to weight of pool wall, SEE POOL WALL SUMMARY Shear due to earth pressure WADetails\ReleaselCalcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM 6 Pool Engineering, Inc. 2013, Page 6 of 51 pool 1201 N. Tustin Avenue engine_ eying Anaheim, CA 92807 Fax:,(71#)630.-,6,1-14 Phone: (714) 6jo-6100- SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B.._ TABLE A - NON -EXPANSIVE Demonstratihq methodology used'to, caiwate;results sh6Wn in summary tables. bd O.bO7 k = (p–n- + —2pn — pn = 0:304 j-=,J—� = 0.899 3 , fsMT. = 15613.1 psi < 20000. psi OK 'As id 2 Mt, ic .671.4 psi < 1125 psi OK jkA-d 2 18:8 psi < -55,0- psi: ok bd WADetai1s\ReIease\CaIcs 2013\,100NC CBC2013 [v1.40].pdi 10109/2018 01:28:50 PM 9 Pool Engineering, Inc. 2013, Page 7 of 51 pool 1201 N. Tustin Avenue. 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:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10109/2013 01:28:50 PIN ©Pool Engineering, Inc. 2013, Page 8 of 51 Pool1201 N. Tustin Avenue engineering Anaheim, CA,92807 inc., Fax: -6114(714) 630 Phone: (714),630,6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY TABLEA T NON' -EXPANSIVE 801L WALL LOADED BY EARTH PRESSURE A,= o.5to Ill W,= 75.00 lb M,= -112.50, Rob As= 0.375 r? Wr 56.25 10 Me -78.12 R-0 !3= 0250. e W1- 37.50 lb M1= 46.07 ft -lb A,-- 0256 Rt W4= 37.60 lb M,= 40:87 Rob A,- '0.250 R? We- 37.50 Ib M,- 46.87 RAO Ae- 0.2:0 R' We 37.50. M.- 48.87 R -ID Ap 0.250 R' W,= 37.50 Ib M,- .46.87 Rob Ar' 0.2500'" Wa= 37.58 Ib M, .46.65 R -m A� 0253RD W� 37.90 lb M,= .44.60 RAD A;=- 0.258 Re Wic= 38.63 lb M,e .42.35 R -m" A„ 0.265:R? W6= 39.601b Mu=- 37.68 ft4b. A,2= 0.276 R° W,r 41.46 lb M,;- 30.58 " A,>- . 0.289 R= W;,= 43.351b M,� -19.99 RAb RMA= M-+M2+M3+1 +Me+M WADetaifs\Release\Calcs 2013\100NC CBC2013 (y1.40].Pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 9 of 51 P 1201 N. Tustin; Avenue engineering Anaheim, CA 92807 i n c. Fax: (714) 630-6114 Phone: (714) 630-6100 - STRUCTURAL CALCULATIONS POOL WALL POOL � WALL ANALYSIS SUMMARY TABLES The following pages demonstrate the basic calculations.which are summarized in the Pool Wall Summary Tables W:\DetaIIs\Release\Calcs 2013\100NC CBC2013 fv1.40J.pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 10 of 51 pool 1201 N. Tustin Avenue . qjjL�engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE A NON -EXPANSIVE SOIL SOIL 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 H2 ft. ft. t d in. in. OT M ft -Ib SOIL MR MT ft -Ib ft -Ib Vertical V Steel Ib As in a Ds in. p k j Is psi SOIL fsa psi fc psi fcwi psi v Vail psi psi 1 0.010.5 12.0 8.81 1 -38 -37 4 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.0 .0.0 55.0 2 0.5 1.0 6.0 2.81 5 59 -54 15 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 .20000.0165.5125.0 0.4 55.0 3 1.0 1.5 2.81 17 69 52 34 #3 @ 12" 0:110 0.375 0.003 0.227 0.924 -2168.0 20000.0125.0 1.0 55.0 4 1.5 2.06.0 .6.0 2.81 40 -78 -38 60 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0125.0 1.6 55.05 2.0 2.5 6:0.2.81 78 88 -9 94 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 391.8 20000.0125.0Z.8 55.06 2.5 3.0 '6.0 2.81 135 -97 38 135 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0125.0 4.0 55.0 7 3.0 3.5 6.0 2.81 214 -106 108 184 #3 @ 12" 0.110 0.375 0:003 0:227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 8 3.5 4.0 6.0 2.81 320 -124 196 240 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8180.0 20000.0 235.9 1125.0 7.1 55.0 9 4.0 4.5 6.0 2.81 4561. -162 294 304 #3 @ 12" 0.110 0.375 0.003 0.227 -0.924 12277.3 20000.0 354.1 1125.0 9.0 55.0 10 4.5 5.0 6.0 2.81 625 -225 400 375 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 8589.2 20000.0 369.4 1125.0 11.1 '55.0 11 5.0 5.5 6.0 2.81 832 321 511 454 #3 @ 6" 0.221 0.375 0.007 0.304 0.699 10984.3 20000.0 472.4 1125.0 13.4 55.0 12 5.5 6.0 6.0 2.81 1080 -457 623 540 #3 @ 6" 0.221 0.375 0:007 0.304 0:899 13390.0 20000.0 575.8 1125.0 16.0 55.0 13 6.0 6.5 6.0 2.81 1373 -647 726 634 #3 @ 6"' 0.221 0.375 0.007 0.304 0.899 15613.1 20000.0 671.4 .1125.0 1 S.8 55.0 14 6.5 7.0 "6.0 2.81 1715 911 .804 735 #3 @ 6" 0.221, 0.375 0.007 0.304 -.0.899 17279.3 20000:0 743.1 1125.0 21.8 55.0 15 7.0 7.5 6.0 2.81 2109 -1290 820 844 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 17616.7 20000.0 757.6 1125.0 25:0 55.0 16 7.5 8.0 6.0 2.81 2560 -1882 678 960 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 14580.1 20000.0 627.0 1125.0 28.4 55.0 17 8.0 8.5 6.0 2.81 3071 -3733 -663 1084 #3 @ 6" 0.221 0.375 0.007 . 0.304 0.899 -14242.4 20000.0 -61151 1125.0 32 1 11 55.0 W:\betails\ReleasekCales 2013\10ONC CBC2013 [vl .401.pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 11 of 51 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1,401.pdf 10/09/2013 01:28:50 PM ©Pool Engineering; Inc. 2013, Page 12 of 51 p0ol 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6"114 inc. Phone: (714) 63076100 RESISTING. MOMENTS NO R. B. B. WALL LOADED BY EARTH PRESSURE TABLE A - NON -EXPANSIVE SOIL yso L 30 p H 8.5 ft RBB 0.0 ft R 5.0 ft Section =s 1 2 3 4 5 6 7 8 9 10 11 12 RM H2- 0.5 1,0 1.5, 2.0 2.5 3:0 3.5 4.0 4.5 5:0 5.5 6.0 1 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 37.90 38.63 39.80 41.46 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 .0.50 0.39 37-50 21:88 -59.38 3 1.5 37.5 0.50 "0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37-5 0.50 '0:39 025 0.25 37.50 21.88 9.38 9.38 48:13 5 2:5 37.5 0:50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9:38 9.38 -87.50 6 3.0 37.5 0:50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 025 0:25 0.25 0.25 37:50 21.88 9.38 9.38 9.38 9.38 9.38 106.25 8 4.0 37.6 0.53 0.41 0.28 0:28 0.28 0.28 0.28 0.27 39.38 23.28 10.31 10.31 10.31; 10:31 10.31 10:03 -124.27 9 4.5 37.9 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34. 0.28 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 10.52 -161.85. 10 5.0 38.6 0.73 0.62 6.48 0.48 0.48 0.48 0.48. 0.47 0.41 0.33 54.77. 34.83 18,01- 18.01 18.01 18.01 18.01 17.74 15.42 12.62 -225.44 11 5.5 39.8 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.66 0:59 0:51 '0.36 68.81 45.36 25.03 25.03 25.03 25:03 25.03, 24.77 2151 19.85 14.47 -320.90 12 6.0 41.5 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0:91 0.85 0.77 .0.62 0.41 87.74 59.56 34:50 94:50 34:50 34.50 34.50 34.25' 32.08 29.60, 24:52 16.89... -457.11 13 6.5 43.3 1.50 1.39 1.25 1.25 1:25 1.25 1.25 1.24 1.18 1.10 0.95 0.74 112.50 78.12 46.87 46.87 46.87 46.87 46.81 46.65. 44.60 42.35 37.66 30.58.:. 646.82 14 7.0 46.8 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.67 1.61 1,53 1.38 1.17 144.70 102.27 62.97 62.97 62.97 62:97 62.97 62.77 60.87 58:94 54.74 48.38 ;„ -911.19 15 7.5 52.4 2.50 2.39 2.25 2.25 2.25 2:25 2.25 2:24 2.18 2:10 1.95' 1.74, " 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 82.50 80:98 77.46 72.04 ... -1289.87 16 8.0 62.7 3.32 3.21 3.07 3.07 3:07 107 3.07 3:06 3.00 2.92 2.77 ` 2.56 249.04 180.53 115.15 115.15 115:15 115.15 115.15 '115:02` 113.60 112.68 11012 1.06.07 ... -1881.75 17 8:5 205.2 5.50 5.39 .5.25 5.25 5:25 5.25 • 5.25 5.24 . 5.18 5.16 4.95 4.74 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.87 196.21 196.88 196.87 "196.4,4 ::: -3733.17 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1,401.pdf 10/09/2013 01:28:50 PM ©Pool Engineering; Inc. 2013, Page 12 of 51 NO R.B.B. A - NON -EXPANSIVE SOIL R 5.0 ft WkDetails\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 13 of 51 pool 1201 N. Tustin "Avenue Anaheim, CA 92807 engineering Fax,(714) 630=6114. Phone. ("714) 630-6100 RESISTING MOMENTS cont. WALL LOADED BY EARTH PRESSURE TAI YSOIL 30,p H' 8.5 ft RBB. 0.0 ft. Section -o- 13 14 15 , 16, 17 RM " R2 -► 6.5" 7.0 7.5 8.0 8.5 + Weight 4335 46.82 52.39 62.70. 20516 1 6.5" 75:0 ' =37.50 2 1.6 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0. 37.5 -78.13. 5 2.5 37._5 -87.50 6 3.0 37.5. -96.88 7 3.5 "37.5 -106.25 8 4'.0 VA -124.27 9 4.5 37:9 • -161.85- 10 5.0. 38.6 -225.44 11 5.5 39.8 =320.90' 12 6.0 41.5 -457.11 13 6.5 43.3 0.46 ... 19.99 -646.82 14 7:0 46.8 0.89 0.54 38.60 25.05 911,19 15 .7.5 52.4 1:46 1.11' 0.65 6134 51.7.7 33:81 -1289.87 16 8.0 62;7 2.28 1.93. 1.47 0.85 E 98.91. + 90.19 .76.80 53.05 :1881.75 17 8.5 205:2 4.46. 4.11 3.65 3.03 1.38 ... 193.38 19223 190.99 189.70 283.58 -3733.17' NO R.B.B. A - NON -EXPANSIVE SOIL R 5.0 ft WkDetails\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 13 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inC. Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R. B. B. TABLE B - EXPANSIVE SOIL YsoL 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 H2 ft. ft. t in. d in, OTM ft -Ib SOIL MR MT ft -Ib ft -Ib Vertical V Steel Ib As in x Ds in. p k fs psi SOIL fseo psi fc psi fceo psi v psi van psi 1 0.0 0.5 12.0 8.81 1 -38 -37 6 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -472.1 "20000.0 -7.3 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 8 -59 -52 23 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 4168.0 20000.0 -62.5 1125.0 0.7 55.0 3 1.0 1.5 6.0 2.81 25 -69 -43 51 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1815.3 200.00.0 -52.4 1125.0 1.5 55.0 4 1.5 2.0 6.0 2.81 60 -78 -18 90 #3 @ 12- 0.110 0.375 0.003 0.227 0.924 -757.5 20000.0 -21.8 1125.0 2.7 55.0 5 2.02.5 6:0 2.81 117 -88 30 141 #3 @ 12- 0.110 0.375 0.003 0.227 0.924 1240.7 20000.0 35.8 1125.0 4.2 55.0 6 2.5 3.0 6.0 2.81 203 -97 106 -203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 4414.3 .20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 Z811 322 -106 215 276 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8998.3 20000.0 259.6 1125.0 8.2 55.0 8 3.5 4.0 6.0 2.811 480 -124 356 360 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 14866.7 20000.0 428.8 1125.0 10.7 55.0 9 4.01 4.51 6.5 3.31 683 -162 521 456 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 18381.3 20000.0 483.7 1125.0 11.5 55.0 10 4.5 5.0 7.0 3.81 938 -229 709 5631#3 @ 6" 0.2211 0.375 0.005 0.268 0.911 11092.0 20000.0 399.4 1125.0 12.3 55.0 11 5.0 5.5 7.0 3.81 1248 -329 918 681 93 @ 6" 0.221 0.375 0.005 0.268 0.911 14371.4 20000.0 517.5 1125.0 14.9 55.0 12 5.5 6.0 7.0 3.81 1620 -474 1146 810 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 17939.0 20000.0 646.0 1125.0 17.7 55.0 13 6.0 6.5 7.5 4.31 2060 -675 1384 951 #3 @ 6" 0.221 0.375 0.004 0.254 0.915 19054.6 20000.0 639.2 1125.0 18.4 55.0 14 6.5 7.0 8.0 4.81 2573 -961 1612 1103 #3 @ 6" 0:221 0.375 0.004 0.243 0.919 19795.9 20000.0 623.8 1125.0 19.1 55.0 151 7.0 7.5 8.5 5.31 3164 -1377 1787 1266 #3 @ 6" 0..221 0.3751 0.0031 0.233 0:922 19806.71 20000.0 590.1 1125.01 19.91 55.0 161 7.51 8.01 9.01 5.811 3840 -2043 17971 1440 #3 @ 6" 0.221 0.375 0.0031 0.224 0.925 18151.51 20000.0 514.01 1125.01 20.61 55.0 171 8.01 8.51 9.01 5.811 4606 -4276 3301 16261#3@6- 1 0.22110.3751 0.0031 0.2241 0.925 3331.51 20000.01 94.31 1125.01 23.31 55.0 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/0912013 01:28:50 PM @ Pool Engineering, Inc. 2013, Page 14 of 51 pool 1201 N: Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (71,4).630-6100 RESISTING MOMENTS WALL LOADED BY EARTH PRESSURE i WiL 45 pd 1H 8.5 ft R88 0.0 ft. F-12 Section --► 1 2 3 45 6 7 8 9 10 11 12 RM H2- 0.5 1.0 1.5 2.0 2;5 .3.0 3.5 4.0 4.5 5.0 5.5 6:0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37:50 37.56 39.06 42.65 46.22 48.38 1 0.5 75.0 0:50 37.50 -31.50 2 1.0. 56.3 0.50, 0.39 37.50 21.88 59;38 3 1:5 37.5 0.50 0,39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 025 37.50 21:881 9:38 9.38 -78.13 5 2.5 37.5 0.50 0.39, 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9:38 ,87:50 6 3.0 37.5 0:50 0.39 0.25 0:25 0:25 0:25 37.50 21.88 9.38 9.38 9.38 9:38 -96:88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0:25 37.50 21.88 9.38 9.38 9.38 648 9.38 -1,06.25, • 8 4.6 37.6 0.53 O:A1 0.28 0:28 0.28 0.28 0.28 0.27 39.38 23:28 10.31 10.31 10.31 10.31 10.31 10.03 124.27 9 4.5 39.1 0:60 0.49 0.35 0.35 0.35 0:35 0.35 0.34 0.29. 45:08 .27:56, 13.16 13.16 - '13.16 13.16 13.16 12.88 11.15 -162.48 10 5.0 42.7 0.73. 0.62 0.48 6.46 0.48 6.48 0.48 0.47 0.41 0.35 54.77 34.83 18.01 18:01 18.01 18.01 18.01 17.74 16:20 15.05, -226.65 11 5.5 46.2 0.92 0.81 0.67 0.67 0.67 0.67 _ 0.67 0.66 0.60 0:54 0.41 68.81 45:36 25.03 26.03 25.03 25.03 25.03 24.77 23:51 23.03 1837 -329:39 12 6.0 48.4 1.17 1.06 0.92 0; 92 0.92 0.92 0:92 0.91 0.85 0.79, 0.66 0:45 81.74 59.56 34.50 34.50 34.50 34.50 34:50 34.25 33.37 33.80 36.44 21.95... -47158 13- 6.5 50.8 1:50 1,39 1.25 1.25 1.25 1.25 1.25 1.24 1:18, 1.12 0.99 0.78 112.56 78.12 46:87 46:87 46.87 46.87 46.87 46.65 46:26 47.88 45.70 37.92... -675.37 14 7.0 57.6 1.93 1.82 1.68 1.68 1.68 1.68 1:68 1.67 1.61 1.55 1.42 1:21 144.70 102.27 62.97 62.97 6197 62.97 62.97 62.77 63.03 66.19 65:54 58.69 ,.. -960.76 15 7.5 67:8 2.50 2.39 `2.25 2.25 2.25 2.25 2.25 2.24 2.18 2.12 1,99 1.78 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 85.32 90.53 91.92 86.31 .:. -1377.33 16 8.0 84.4 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.06 3.00 2.94 .2.81 2.60 249:04 180.53 1.15.15 115:15 115.15 115.15, 115.15 115.02 117.36 125.53 129.85 126.01 ... -2042.69 17 8.5 335.9 5.50 5.39 5.25 5.25 5.25 5.25, 5.25 5.24 5.18 5.12, 4.99 4.78. 412.50 303.13 '196.88 196:88 196.88 496.88 196.88 196.87 202.49 218.48 230.58 231.46 ... 4276.06 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.401.pdf 9 10/09/2013-01:28:50 PM O.Pool,Engineedng, Inc.'2013, Page 15 of 51 pool 1201 N. Tustin Avenue < engineering Anaheim; CA 92807 Fax: (714).630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE•B -.EXPANSIVE SOIL YsoiL 45 pcf H 8.5 ft I RBB 0.0 ft R 5.0 ft Section 13 14 15 16' 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 Weight 50.83 57.59 67.81 84.35 335.90 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1;5 37.5 -68.75 4 2.0 37.5 -79.13 5 2.5 37.5 ... -87.56 6 3.0 37.5 -96.88 7 3.5 37.5 ` -106.25 . j 8 4.037.6 -124.27 49 4.5 39.1 -162.48 10 5.0 42.7 -228.65 11 5.5 46.2 -329.39 12 6.0 48.4 -473.58 13 6.5 50.8 0.51 25.96 -675.37 14 7.0 57.6 0.94 0.61 . 47.78 34.92 -960.76 15 7.5 67.8 1.51 1.18 0.75 76.79 67.78 50.73 -1377.33 16 8.0 84.4 2.33 2.00 1.57 .0.99 ... 118.50 115.04 106.37 83.71 -2042.69 17 8.5 335.9 4.51 4.18 3.75 3.17 . 1.50 ... 229.27 240.54 254.15 267.55 504.65 -4276.06 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2613 01;28:50 PM © Pool Engineering, Inc. 2013, Page 16 of 51 w 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY TABLE C - HIGHLY EXPANSIVE SUIL UH NU UCLA [SOIL 65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec ft1 ft? in. in. OTM ft -Ib SOIL MR MT ft -16 ft -1b Vertical V Steel Ib As z in Ds in. p k j fs .psi IL SOIL psi fc psi fcea psi v psi van psi 1 0.0 0.5 12.0 8.81 1 -38 -36 8 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -466.7 20000.0 -7.2 1125.0 0.1 55:0 2 0.5 1.0 6.0 2.81 11 -59 -49 33 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2028.7 20000.0 -58.5 1125.0 1.0 55.0 3 1.0 1.5 6.0 2.81 37 -69 -32 73 #3 @ 12". 0.110 0.375 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 4 1.5 6.0 2.81 87 -78 9 130 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 357.0 20000.0 10.3 1125.0 3.9 55.0 5 .2.0 2.0 2.5 6.0 2.81 169 -88 82 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 293 -97 196 293 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8175.6 20000.0 235:8 1125.0 8.7 55.0 7 3.0 3.5 8.0 2.81 464 -106t311398 #3 @ 12" 0.110 --6.375 0.003 Os227 6924 14971.1 20000.0 431.8 1125.0 11.8 55.0 8 3.5 4.0 7.0 3.81 693 -126 #3 @ 12" 0.110 0.375 0.002 0.198 0.934 17320.4 20000.0 421.4 1125.0 11.4 55.0 9 4.0 4.5 . 8.0 4.81 987 -168 #3 @ 12" 0.110 0.375 0.002 0.179 0.940 19654.5 20000.0 420.5 1125.0 11.4 55.010 4.5 5.0 8.0 4.81 1354 242 #3 @ 6"0.221 0.375 0.004 0.243 0.919 13660.3 20000.0 . 4304 1125.0 14.1 55.011 5.0 5.5 8.0 4.81 1802 -351 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 17822.1 20000.0 561.6 1125.0 17.0 55.0 12 5.5 6.0 9.0 5.81 2340 -508 #3 @ 6' 0.221 0.375 0.003 0.224 0.925 18500.8 20000.0 523.9 1125.0 16.8 55.0 13 601 6.5 10.0 6.81 2975 -733 2242 -1373 #3 @ 6" 0.221 0.375 0.003 0.209 0.930 19215.4 20000.0 497.8 1125.0 16.8 55.0 14 7.0 11.0 7.81 3716 -1057 2659 1593 #&@ 6" 0.221 0.375 0.002 0.196 0.935 19784.6 20000.0 474.9 1125.0 17.0 55.0 15 .6.5 7.0 7.5 12.0 8.81 4570 -1538 3032 1828 #3 @ 6'' 0.221 0.375 0.002 0.186 0.938 19928.9 20000.0 447.6 1125.0 17.3 55.0 16 7.5 8.0 13.0 9.61 5547 -2320 3227 2080 #3 @ 6" 0.221 0.375 0.002 0.177 0.941 18988.3 20000.0 402.0 1125.0 17.7 55.0 17 8'.0 8.5 13.0 9.81 6653 -5171 1482 2348 #3 @ 6" 0.221 0.375 0.002 0.177 0.941 8718.1 20000.0 184.61 1125.01 19.9 55.0 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09!2013 01:28:50 PM @ Pool Engineering, Inc. 2013, Page 17 of 51 W:\Details\ReleaselCalcs 2013\100NC CBC2013 [v1.40).pdf 10/09/2613 01:28:50 PM © Pool Engineering, Inc. 2013, Page 18 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6160 RESISTING MOMENTS: NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C - HIGHLY EXPANSIVE SOIL OR NO DECK Ysoc 65 pcf H 8.5 ft RBB 0.0 ft, R 5.0. ft Section 1. 2 3 4 5 6 7 8 9 10 11 12 RM 1-12- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 !. + Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 40.33 46.33 51.27 52.97 55.84 1 0.5 75.0 ,0.50 37.50 -37.50 2 1.0 56,3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 48.75 4 2:0 37.5 0.50 0.39 0.25 0:25 37.50 21.88 9.38 9.38 =78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 "0.25 37.50 21.88 9.38 9.38 9.38 -87.50- 6 3.0 37.5 0-.50 0:39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9:38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0. 40.3 0:53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.53 -125.77 9 4.5 46.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.360.33 45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.59 15.46 -168.50 10 5.0 51.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.46 0.41 54.77 34.83 18.01 18.01 18.01 18.01 18.01 19.80 21.45 :21.06 s241.97 11 . 5:5 53.0 0.92 0.81 0.67 0.67 0:67 0.67 0.67 0.68 6.65 0.60 0.45 •68.81 45.36 25.03 25.03 25.03 25.03 25.03 , 27.('.5 30.11 30.66 23.92 -351.35 12 6.0 55.8 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.93 0.90 0:85 0;70 0.50 87.74 .59:56 34.50 34.50 34.50 34.50 3.4.50 37.53 41.81 43.60 37.30 28.08... -508.09 13 6.5 64.1 1.50 1.39 1.25 1.25 1.25 1.25, 1.25 1.26 1.23 1..18 1.03 0.83 112.50 78.12 46.87 46.87 46.87 46.87 46.87 50.85 57.11, 60.52, 54.78 46.52... -733.06 14• 7.0 74.4 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.69 1.66 1.61 1.46 1.26 144.70 102.27 62.97 62.97 62.97 62.97 62.97 68.16 76.99 82.53 77.53, 70.49 ..: -1056.77 15 7.5 89.1 2.50 2.39 2.25 2:25 2.25 2.25 2.25, 2.26 2.23 2.18 2.03 1.83 187.50 134.37 84.37 `84.37 84.37 84.37 84.37 91.18 .103.44 111:79 167.76 102.36 ,,,. -1537.93 16 8.0 111.3 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.08 3:05 3.00 2.85 2.65 249.04 180:53 115.15 115.15 115.15 115.15 115.15 124.28 141.45 153.86 151.23 148.18 ... -2319.50 1.7 8.5 533.3 5.50 5.39 5.25 5.25 5.25 5.25 5.25 • 5.26 5.23 5.18., 5.03` 4.83 412.50 303.13 196.88 196.88 196.88 196.88 196.88 .212..18 242.43 265.59 "266.68 269.89 -5171.33 W:\Details\ReleaselCalcs 2013\100NC CBC2013 [v1.40).pdf 10/09/2613 01:28:50 PM © Pool Engineering, Inc. 2013, Page 18 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, SCA 92807 inc. Fax: (714)"630-6114 Phone: (714) 630-6100 RESISTING MOMENTScont, WALL LOADEOBYEARTH PRESSURE TABLE C -rHIGh Ysm .65 pCf I H 8:,5 'ft R88 0.0 ft Section -► 13 14 15 16 17 RM H2,=► -6.5 7.0, 7.5 8.0 8.5 1 j Weight 64.09 74:42 89.07 111.32 533.32 1 0:5 75:0 -37.50 2 1.0 56.3 -59.38 3 1.5 37:5 -68.15 4 2:0. 37.5 =78.13" 5 2.5 3.7.5 -87:50 6 3.0 37.5 -96.88 7 3.5 37.5 =106.25 '8 4.0. 40_.3 -125.77 9 4.5 46.3 -.168.50 16 5.0 51.3 -241.97 11 5.5 53.0 -351.35 12 6.0 55.8 -508.09 13 6.5 64.1 0.60 38.22 -733.00 14 7.0 74.4 1.03 0.72 65.73 53.50 -1056.77 15 7.5 89.1 1.60 1.29 0.89 1.02.31 95.98 79.37 A537.93 16 8.0 111.3 2.42 2.11 1.71 1.18 154.90 157.04 152.46. 130.82 -2319.50 17 .8.5 :533.3 4.60 4.29 3.89 3.35 1.65 . 294:58 319.23 346.58 373.44 880.75 -5171.33 R 5. Oft NO R.B.B. L OR NO DECF W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50. PM © Pool Engineering, Inc. 2013, Page 19 of 51 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 2'--6" R. B. B. TABLE.E - NON -EXPANSIVE SOIL YSOIL 30 pcf H 11.0 ft RBB 2.5. ft R 5.0 ft Sec H1 ft. H2 ft. t d in. in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib Vertical V Steel Ib As int Ds in. p k fs psi SOIL %H psi I fc psi (tali psi v psi v� psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.0 0.0 55.0 2 0.5 1.0 6.0 2.81 5 -59 -54 15 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 3 1.0 1.5 6.0 2.81 17 -69 -52 34.#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -625 1125.0 1.0 55.0 4 1.5 2.0 6.0 2.81 40 -78 -381 60 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0 46.0 1125.0 1.8 55.0 5 2.0 2.5 6.0 2.81 78 -88 -91 94 #3 @ 12" 0.110 0.375 0.003 0.2271 0.924 -391.8 20000.0' -11.31 1125.0 2.81 55.0 6 2.5 3.0 6.0 2.81 135 -97 381 135 #3 @ 12" 0.110 0.375 '0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 7 3.0 3.5 6.0 2.81 214 -106 1081 184 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 8 3.5 4.0 6.0 2.81 320 -116 2041 240 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8541.2 20000.0 :246.4 1125.0 7.1 55.0 9 4.0 4.5 6:0 2.81 456 =125 3311 304 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 13817.5 20000.0 398.6 1125.0 9.0 55.0 10 4.5 5.0 6.0 2.811 625 -134 4911 375 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 10546.8 20000.0 453.6 1125.0 11.1 55.0 11 5.0 5.5 6.0 2.81 832 -144 688 454 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 14792.4 20000.0 636.1 1125.0 13:4 55.0 12 5.5 6.0 6.5 3.31 1080 -154 926 540 #3 @ 6" 0.221 0.375 0.006 0.284 0.905 16778.5 20000.0 655.5 1125.0 13.6 55.0 13 6.0 6.5 7.0 3.81 1373 -179 1194 634 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 18683.0 20000.0 672.8 1125.0 13.9 55.0 14 6.5 7.0 8.0 4.81 1715 -236 1479 7351#3 @ 6" 0.221 0.375 0.004 0.243 0.919 18160.7 20000.0 572.2 1125.0 12.7 55.0 151 7.01' 7.5 8.5 5.31 2109 -335 1774 844 #3 @ 6" 0.2211 0.375 0.003 0.233 0.922 19668.7 20000.0 585.9 1125.0 13.21 55.0 16 7.5 8.0 9.5 6.31 25601 484 2076 960 #3 @ 6" 0.221 0.375 0.003 0.216 0.928 19254.4 20000.0 520.5 1125.0 12.7 55.0 17 8.0 8.5 10.5 7.31 3071 -698 2373 1084 #3 @ 6" 0.221 0.375 0.0031 0.202 0.9331 18900.7 20000.0 470.7 1125.0 12.4 55.0 18 8.5 9.0 11.0 7.81 3645 -1001 2644 1215 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 19670.4 20000.0 472.2 1125.0 13.0 55.0 19 9.0 9.5 12.0 8.81 4287 -1429 2858 1354 #3 @ 6" 0.221 0.375 0'.002 0.186 0.938 18781.4 20000.0 421.8 1125.0 12.8 55.0 20 9.5 10.0 12.0 8.81 5000 -2050 2950 1500 #3 @ 6" 0.221 0.375 0.002 0.186 0.938 19390.6 20000.0 435.5 1125.0 14.2 55.0 21 10.0 10.5 12.0 8.81 5788 -3035 2753 1654 #3 @ 6" 0.221 0.375 0.002 0.186 0.938 18095.9 20000.0 406.4 1125.0 15.6 55.0 22 10.51 11.01 12.0 8.81 6655 -63431 3121 18151#3 @ 6" 1 0.2211 0.375 0.002 0.186 0.938 2053.6 20000.0 46.1 1125.0 17.21 55.0 W:\Details\Release\Gaits 2013\100NC CBC2013 [v1.401.pdf 10/09/2013 01:28:50 PM @ Pool Engineering, Inc. 2013, Page 20 of 51 po01 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS WALL LOADED BY EARTH PRESSURE TABLE N( Ysoa. 30 pcf 1 1 H 11.0 ft RBB2.5 ft E - NON-EXPANsi R 5.0 ft Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 1 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.56 37.50 37.50 37.50 37,50 39.06 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 .37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 .0.25 37.50 21.88 9.38 9.38 9.38 =87:50 6 3.0 31.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9,38 9.38 9,.38 -96.88 7 3.5 37.s 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 -10615 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 0.25 015 0:25 0.25, 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -125.00 10 5.0 37.5 0.50 0.39 0.25 0:25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -134.38 11 5.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 025 0.25 V.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -143.75 12 6.0 39.1 0.50 6.39 0.25. 0.25 0.25 0.25 0.25 0.25 '0.25 0.25. -0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18... -153.93 13 6.5 42.1 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28. 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 11.16... -179.16 14 7.0 46.4 0:60. 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0:35 0.35 0.35 0.36 45.08 .27.56. 13,16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 14.12 ... -236.39 15 7.5 52.0 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.49 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 19.17... 335.09 16 8.0 56.9 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0,67 0.68 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 26.48 ,,, -483.55 17 8.5 64.7 1.17 1.06 0.92 0.92 0.92 0.92, 0.92, 0.92 0.92 0.92 0.92 0.93 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 36.34 ... -697.91 18 9.0 74.1 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.26 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 49.24... -1001.29 19 9.5 83.9 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.69 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 .66.01 ... -1429:10 20 10.0 96.5 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.26 187.56 134.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 64.37 84:37 88.30... -2049.53 21 10.5 118.2 3.32 3:21 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.08 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 120.36... -3034.66 22 11.0 493.1 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5:25 5.26 412.50 '303.13 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 205.49 ... -6342.53 W.\Details\Release\Calcs 2013\100NC CBC2013 [v1.401.pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 21 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714)630-61.00 RESISTING MOMENTS cont. 2'-6" R.B.B. WALL LOADED BYEARTH PRESSURE TABLE NO. E - NON-EXPANSIVE SOIL 'YSOIL 30 pcf H 11.0 ft RBB 2.5 ft , R 5.0 ft Section --w- 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11:0 Weight 42:08 46.35 52.02 .56.92 64.69 74.14 83.89. 96.52 118.19 493.11 1 0.5 75;0 -37.50 2' 1.0 56,3 =59:38, 3 1.5 37.5 -68.15 °4 2:0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37:5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.5 -115.63 9 4.5 37.5 -125.00 10 5:0 37.5 • -.134.38 11 5.5 37.5 -143.75- 143.7512 126.0 39.1' -153.93', 13 6.5 42.1 0.30 12.51 -179.16 14 7.0 46.4 0.37 0.33 ,,. 15.70 15.46 -236.39 15 7.5 52.0 0:50 0.46 0,42 21:14 21.45 21.62 -335.09 16 8.0 56.9 0.69 0:65 0.60 0.48 29.02 30.13 31.35 27.16 483.55 17 8.5. 64.7 0.94. 0.90 0.86 0.73 0.56 ... 39.64 41.83 44.48 41.53 36.33 -697;91 18 9.0 14.1 1.27 1.23 1.19 1.06 0.89 0.66 ••. 53.53 57.13 61.65 60.32 57.69 49.22 -1001.29 19 9.5 83.9 1.70 1.66 1.61 1.49 1.32 1.09 0.78 71.60 7.7.03 83.98 84.76 85.46 81.05 65.49 -1429..10 20 10.0 96.5 2.27 2.23 2.19 2.06 1.89 1.66 1.35 0.94 95.61 103.48 113.67 11T.24 122.38 123.36 113.36 90.86 2049:_53 21 10.5 1181 3.09. 3.05 3.01 2.88 2:71 2.48 2.17 1.76 1.22 130.14 141.52 156.36 163.95 175.46 184.20 182.20 170.06 144.54 -3034:66 22 11.0 493:1 5.27 5:23 5.19 5.06 4.89. 4.66 4.35 3.94 3.40 1,66' . '221.65 242.54 269.73 288.01 316.45 '345.78 365.04 380.41 402.11 817.61 =6342.53 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10109/2013.01:28:50 PM © Pool Engineering, Inc. 2013, Page 22 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY -Z-6" R.B.B. TABLE F - EXPANSIVE SOIL Ysoa 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR I MT ft -16 ft -1b Vertical Vi Steel Ib As in Ds in. p k j fs psi SOIL - fse„ psi fc psi ' fc,,, psi v psi vau psi 1 0.01 0.5 12.0 8.81 1 -38 -37 6 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 472.1 20000.0 -7.31 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 ' 8 -59 -52 23 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 0.7 55.0 3 1.0 1.51 6.0 2.81 25 -69 43 51,#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1815.3 !20000:0 -52.4 1125.0 •1.5 55.0 4 1.5 2.0 6.0 2.81 60 -78 -181 90 #3 @ 12" 0.1101 0.375 0.003 0.227 0.924 -757.5 20000.0 -21.8 1125.0 .2.7 55.0 5 2.0 2.5 6.0 2.811 117 -88 30 -141 #3 @ 12" 0.1101 0.375 0.0031 0.227 0.924 1240.7 20000.0 35.8 1125.0 4.2 55.0 6 2.5 3.0 6.0 2.81 '2031 -97 1061 203 #3 @ 12" 0.1101 0.375 0.0031 0.227 0.924 4414.3 20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 2.811 322 -106 2151 276 #3 @ 12" 0.1101 0.375 0.0031 0.227 0.924 8998.3 20000.0 259.61 1125.0 8.2 55.6 8 3.5 4.0 6.0 .2.81 480 -116 364 360 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 15228.0 20000.0 439.2 1125.0 10.7 55.0 9 4.0 4.5 6.5 3.31 683 -128 558. 456 #3 2 12" . 0.110 0.375 0.003 0.211 0.930 19675.5 20000.0 517.7 1125.0 11.5 55.0 10 4.5 5.0 6.5 3.31 .938 • -137 801 5631#3 @ 6" 0.221 0.375 0.006 0.284 0.905 14506.9 20000.0 566.8 1125.0 14.2 55.0 11 5.0 5.5 7.0 3.81 1248 -149 1099 681 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 17199.1 20000.0 619.3 1125.0 14.9 55.0 12 5.5 6.0 8.0 4.81 1620 • -163 1457 . 810 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 17891.0 20000.0 563.7 1125.0 14.0 55.0 13 6.0 6.5 9.0 .5.811 2060 -196 1864 951 #3 @ 6" 0.221 0.375 0.003 0.224 0.9251 18822.2 20000.0 533.0 1125.0 13.6 •55.0 14 6.51 7.0 9.0 5.81 2573 -263 2310 1103 #3 @ 4" 0.331 0.375 0.005 0.266 0.911 15794.6 20000.0 563.5 1125.0 15.81 55.0 15 7.01 7.5 9.0 5.81 3164 -371 2793 1266 #3 @ 4" 0.331 0.375 0.005 0:266 0.911 19098.6 20000.0 661.3 1125.0 18.1 55.0 16 7.51 8.0 10.0 6.81 3840 -531 33091 1440 #3 @ 4" 0.331 0.375 0.004 0.249 0.917 19184.3 20000.0 624.8 1125.0 17.6 55.0 17 8.01 8.5 11.0 7.81 4606 -760 38461 1626 #3 @ 4" 0.331 0.375 0.004 0.235 0.922 .19339.4 20000.0 582.6 1125.0 17.3 55.0 18 8.51 9.0 12.0 8.81 5468 -1085 43831 1823 #3 @ 4" 0.331 0.3751 0.003 0.223 0.926 19456.6 20000.0 547.61 1125.0 17.2 55.0 19 9.01 9.51 13.0 9.81 6430 -1543 4887 2031 #3 @ 4"�j 0.331 0.375 0.003 '0.212 0.929 19413.3 20000.0 .514.4 1125.0 17.2 55.0 20 9.5 10.0 14.0 10.81 7500 =2209 5291 2250 #3 @ 4" 0.331 0.375 0.003 0.203 0,932 19010.4 20000.0 477.2 1125.0 17.3 55.0 .21 10.0 10.51'14.0 10.811 8682 -3269 5414 248.1#3 @ 4" 0.331 0.375 0.003 0.2031 0.9321_L9452.,15 20000.0 488.3 1125.01 19.11 55.0 22 10.5 11.0. 14.0 10.81 FQ983 -6970 3012 2723 W3-@ 4" 0.331 0.375 0.003 0.2031 0.9321 1,0822.8 20000.0 271.71 1125.01 21.0155-01 WADetaiIMRelease\Calcs 2013\100NC CBC2013 [v1.40].pdf v 10/09/2013 01:28:50 PM @ Pool Engineering, Inc. 2013, Page 23 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS T-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE F - EXPANSIVE SOIL YsoiL 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM 1 H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3:5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 39.06 40.63 42.19 46.88 1 05 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 =68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.86 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 3T.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0:25 0.25 0.25 37.50 21.88 9:38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9:38 9.38 -115.63 9 4.5 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25: 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 -125.80 10 5.0 40.6 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.06 -136.81 11 5.5. 42.2 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26: 0:27 0.28 37.50 21.88 9.38 9.38 9.38 9.36 9.38 9.38 1018, 11.00 11.87 -148.68 12 6.0 46.9 0.50 0.39 0.25 0:25 0.25 0.25 0.25 0.25, 0.26 0.27 0.28 ' 0.31 37.50 21.88 9.38 9.38 9.38 9.38' 9.38 9.38 10.18 11.00 11:87 14.67..,, -163.35 13 6.5 52.8 0.53 0.41 0.28 0.28 0.28 0.28 018 0.28 0.29 0.3,0 0.31 0.34 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 11.16 12.02 12.93 15.84.,, -195.96 14 7.0 56.8 .0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.37 0.38 0.41 45.08 27.56 13.16 13.16 13.16 13.16 .13.16 13.16 14.12 15.11 16.13 19.41 ... -262.61 15 7.5 51.9 0:73 0.62 0.48 0.48 0:48 0.48 0:48 0.48 0.49 0:50 0.51 0.54 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 19.17 20.36 21.59 25.47:.: -370.98 16 8.0 60.4 0.92 0.81 0.67 0.67 0; 67 0.67 0.67 0.67 0.68 0.69 0.70 0.73 68.81 45.36 25.03 25.03 25.03 25.03 25.03, 25.03 26.48 21.96 29.48 34.24.:.. -530.76 17 8.5 67.9 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.94 0.95 0.98 87.74 59.56 34.50 34.50 34.50 34.56 34.50 34.50 36.34 38.22 40.13 46.07... -760.40 18 9.0 77.5 1.50 1.39 1.25 1.25. 1,25 1.25 1.25 1.25 1.26 1.27 1.28 1.31 112.50 78.12, 46.87 46.87 46.87 46.87 46.87' 46.87 49.24 51.63 54,06 61.55... -1084.51 19 9.5 89.2 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.69 1.70 1.71 1.74 144.70 102.27 62.97 62.97 .62.97 62.97 62.97 62.97 66.01 69.07 72.17 81.67..: -1542.85 20 10.0 103.9 2.50 2.39 2.25 2.25 2:25 2.25 2.25 2.25 2.26 2.27 .2.28 2.31 187.50 134.37 84.37 84.37 84.37 84:37 84.37 84.37 88.30 92.25 96.25 108.42... -2209.33 21 10.5 127.5 3.32 3.21 3.07 3.07 107 3.07 3.07 3.07 3.08' 3.09 3.10 3.13' 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 120.36 125.59 130.86 146.88 ... -3268.50 22` 11.0 602.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.26 5.27 5.28 5.31 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 205.49 214.13 222.81 249.05.., -6976.47 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM. © Pool Engineering, Inc. 2013, Page 24 of 51 { pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630=6114 Phone; (7.14) '630.-6100 RESISTING MOMENTS cont. 2,-6" R. B. B. - EXPANSIVE SOIL RM =37.50 -59.38 -68.75 -78.13 87:50 -96.88- 7 96.88 7 .3.5 37.5 TABL WALL LOADED BYEARTH PRESSURE H 11 ft RBB. 2.5 ft R 5.0 ft Ysoi1 45 pcf :0 Sedioh --w- 13 14 15 16 17 18 19 20 21 22 H2 - = 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10A 10.5. 11.0 li Weight 52.77 56.77 57.87 60.38 67.90 77.4,8 89:23 103:89 127.46 602.25 1 0.5 75.0 `2 1:0 56.3 3 1.5 37.5" 4 2.0 37.5 -115.63 9 4;5• 51 2:5 37.5 6' 3.0 37.5 2,-6" R. B. B. - EXPANSIVE SOIL RM =37.50 -59.38 -68.75 -78.13 87:50 -96.88- 7 96.88 7 .3.5 37.5 -106.25 8. 4.0 37.5 -115.63 9 4;5• 39.1 -125:80 10 5.0 40.6 136.81 11 5.5 42.2 -148:68 12 6.0 46.9 -163.35 13 6.5 52.8 0.37 19.45: -195.96 14 1.0 56.8 0.44 0:40 23.46 22.77 262.6 , 15 7.5 57.9 0.57 0.53 0.46 „• 30:28 30.11 26.33 370.98 16 8.0 60:4 0:76 '0.72 0.64 .0.50 40.16 40.73 37.16 30:21 -530.76 17 8:5 67.9 1.01 0.97 0.89 0:75 0.58 53.48 55.06 51.77 45:46 39.66 -760.40 18 9.0 77.5 1.34 1.30 1.22 1.08 0.91 0.69 70.90 73.80 70.88 65.39 .62.02 53.18 A084:51 19 9.5 .89.2 1.77 1.73 1'.65 1.51 1.34 1.12 0.82, 93.55 98.17 95.72 91.31 91.17 86.44 72.77' -1542.85. 20 16.0 103.9 2.34 2.30 2.22 2.08 { 1.91 1.69 1.39 0.99 123.67 130.57 128.75 125.76 129.92 130.661 123.619 102.96 -2209.33 21 16.5 127.5 3.16 3.12 3.05 2.90 2.73 2.51 2.21 1.61 1.28 '166.96 177.15 176.23 175.30 185.64 194.24 196.91 188.21 163.72 -3268:50 '22 11.0 602.2 5,34 5.30. 5.22 5.08 491 4.69 4:39, 3.99 3.46 1.74 ... 281.97 300.87 302.36. 306.89 33363 363.10 391.37 414.63 441.51 1045.79 -6970.47 WADetails\Release\Calcs 2013\100NC CBC2013 [0.401.pdf 10!09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 25 of 51 pool 1201 N. Tustin Avenue - engineering Anaheim, CA 92807 _ inC. Fax: (714) 630-6114 Phone:• (714) 630-6100 ; POOL WALL SUMMARY 2' 6" R. B. 8. TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK + V sort - 65 pcf H 11.0 ft , RBB 2.5 "ft R 5.0 ft - Sec H1 ft. HZ ft. t In. d In. OTM ft -Ib SOIL MR MT, ft -Ib ft -Ib Vertical V Steel Ib As in 2 Ds in. p _ k j fs psi SOIL fsao psi fc psi. fcan _ psi v psi ' veil psi 1 0.0 0.5 12.0 8.81 1 -38 -36 8 #3 @ 12" 0.1.10 0.375 0.001 0.136 0.955 =466.7 .20000.0 -7.2 1125.0 0.1 557 2 0.5 1.0 6.0 2.81 11 -59 -49 33 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2028.7 20000.0 -58.5 1125.0 1.0 55.0 3 1.0 1.5 6.0 2.81 37 -69 -32 73 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 4 1.5 2.0 6.0 2.81 87 -78 9 130 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 357.0 20000.0 10.3 1125.0 3.9 55.0 5 2.0 2.5 6.0 2.61 169 -88 82 . 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 293 -97 196 293 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8175.6 20000.0 235.8 1125.0 8.7 55.0 7 3.0 3.5 6.5 3.31 464 - -107 357 398 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 12611.4 20000.0 331.8 1125.0 10:0 55.0 8 3.5 4.0 7.5 4.31 693 -120 573 520 #3 @ 12" 0.110 0.375 0.002 0.188 0.937 15413.8 20000.0 350.3 1125.0 10.0 55.0 9 4.0 4.5 8.5 5.31 987 -137 851 658 #3 @ 12" 0.110 0.375 0.002 0.171 0.943 18448.9 20000.0 373.9 1125.0 10.3 55.0 10 4.5 5.0 8.5 5.31 1354 -155 1199 813 #3 @ 6'• 0.221 0.375 0.003 0.233 0.922 .1'3289.5 20000.0 395.9 1125.0 12.7 55.0 11 5.0 5.5 9.5 6.31 1802 •176 1626 983 #3 @'6" 0.221 0.375 0.003 0.216 0.928 15076.9 20000.01'407.6 1125.0 13.0 55.0 12 5.5 6.0 '10.5 7.31 2340 •-203 2137 1170 #3 @ 6" 0.221 0.375 0.003 0.202 0.933 17026.9 .20000.0 424.0 1125.0 13,3 55.0 13 6.0 6.5 11.5 8.31 2975 -249 2726 1373 #3 @ 6" . 0.221 0.375 0.002 0.191 0.936 19023.8 20000.0 441.2 1125.0 13.8 55.0 14 6.5 7.0 11.5 8.31 3716 -336 3380 1593 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 12086.5 20000.0 414.1 1125.0 16.0 55.0 15 7.0 7.5 11.5 8.31 4570 -471 4099 18281#3 @ 3" 0.442 0.375 0.004 0.259 0.914 14657.5 .20000.0 502.2 1125.0 18.3 55.0 16 7.5 8.0 11.5 8.31 5547 -667 4880 2080 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 17448.9 20000.0 597.9 1125.0 20.9 55.0 17 8.0 8.5 12.5 9.31 6653 -940 5713 2348 #3 @ 3'• 0.442 0.375 0.004 0.246 0.918 18152.5 20000.0 582.8 1125.0 21.0 55.0 18 8.5 9.0 13.5 10.31 7898 -1322 6576 2633 #3 @ 3" 0.442 0.375 0.004 0.236 0.921 18796.7 -20000.0 569.5 1125.0 21.3 55.0 19 9.0 9.5 14.5 11.31 7430 2933 #3 @ 3"' 9288L-2633 0.442 0.375 0.003 0:226 0.925 19296.9 20000.0 554.9 1125.0 21.6 55.0 20 9.5 10.0 15.5 12.31 '10833 8201 3250 #3 @ 3" ' 0.442 0.375 0.003 0.218 0.927 195f0.2 20000.0 534.9 1125.0 22.0 55.0 21 10.0 10.5 16.0 12.81 12541 8686 3583 #3 @ 3" 0.442 0375 0003 0214 0929 198316 20000.0 531.7 1125.0 23.3 55.0 22 1051281 14419 6242 3933 #3 @ 3" 0.442 0.375 0.003 0.214 .0.929 14250.1 20000.0 382.1 1125.0 25.6 55.0 yr WADetails\Release\Calcs 2013\100NC CBC2013 [v1.401.pdf 10/0912013.01:28:50 PM © Pool Engineering, Inc. 2013, Page 26 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS H PRESSURE H 11.0 ft 2=6" R.B.B. XL ORNO DECK Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00, 56.25. 37.50 37.50 37.50 37.50 39.06 43.75 50.00 53.13 56.25 62.50 1 0.5 75.0 0.50 37.50 - -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5. 0.50 0.39 0.25 37.50 21.88 9.38 468.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21,88 9.38 9.38 -78.13 5 2.5 37.5 0:50 0.39 0.25 0.25 0.25 37:50 2.1.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0:56 0.39. 0.25 0:25 0.25 0.25 37.50 21.88 9.38 9.38' 9.38. 9.38 -96.88 7 3.5 39:1 0.50 0.39 0.25 0.25 0.25 0.25 0:26 37.50 21.88 9.38 9.38 9.38 9.38 10.18 -107.05 8 4.0 43.8 .0.50 0.39 0.25 0.25 0,25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 -119.84 9 4.5 50.0 0.50 0.39 0.25 0.25 0.25 0.25 0:26 0.29 0.33 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 -136.52. 10 5.0 53.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 -155.34 11 5.5 56.3 0.50 0.39 6.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 .16.69 18.82 21.12 -176.45 12 6.0 62.5 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0,29 0.33 0.35' 0.38 0.42 ' 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 26.06 ,.. -202.52 13 6.5 68.3 0.53 0.41 .0.28 0.28 0.28 0.28 0.29 0.32 0.36 0.38 0.40 0.44 39.38 23.28 10.31 10.31 10.31 10.31 11.16 13.88 17.94 20.15 22.53 27.63... -249.47 14 7.0 72.5 0.60 0.49 0.35 0.35 0.35 0.35 0.36 0.39 0.43 0.46 0.48 0.52 45.08 27.56 13.16 13.16 13.16 13.16 14.12 17.20 21.74 24.18 26.80 32.38... -335.76 15• 7.5 73.9 0.73 0.62 0.48 0.48 0.48 0.48 0.49 0.52 0:56 0.58 0.61 0.65 54.77 34.83 18.01 18.01 18.01 18.01 19.17 22.86 28.20 31.05 34.07 40.46... -471.22 16 8.0 75.9 0.92 0.81 0.67 0.67 0.67 0.67 0.68 0.71 0.75 0.77 0.79 0.83 68.81 45.36 25.03 25.03 25.03 25.03 26.48 31.04 37.56 40.99 44.60 52.15... -666.95 17 8.5 79.1 1.17 1.06 0.92 0.92 0.92 0.92 0.93 0.96 1.00 1.02 1.05 1.09 87.74 59.56 34.50 34.50 34.50 34.50 36.34 42.09 50.18 54.40 58.80 67.93... -940.38 18 9.0 87.4 1.50 1.39 1.25 1.25 1.25 1.25 1.26 1.29 1.33 1.35 1.38 1.42 112.50 78.12 46.87 46.87 46.87 46.87 49.24 56.53 66.69 71.94 77.37 88.56... -1321.71 19 9.5 99.8 1.93 1.82 1.68 1.68 1.68 1.68 1.69 1.72 1.76 1.78 1.80 1.85 144.70 102.27 62.97 62.97 62.97 62.97 66.01 75.31 88.15 94.75 101.51 115.39... -1857.93 20 10.0 114.9 2.50 2.39 2.25 2.25 2.25 2.25 2.26 2.29 2.33 2.35 2.38 2.42 18 7. 50 134.37 84.37 84.37 84.37 84.37 88.30 100.28 116:69 125.07 133.62 151.06... -2632.53 21 10.5 139.4 3.32 3.21 3.07 3.07 3.07 3.07 3.08 3.11 3.15 3.17 3.20 3.24 249.04 180.53 115.15 115.15 115.15 115.15 120.36 136.18 157:72 168.66 179.77 202.35 -3854.76 -3854.76 22 11.0 711.6 5.50 5:39 5.25 5.25 5.25 5.25 5.26 5.29 5:33 5.35 5.38 5.42 412.50 303.13 196.88 196.88 196.88 196.88 205.49 231.53 266.69 284.44 302.31 338.56 .., -8177.64 W:1Details\Release\Calcs 2013\100NC CBC2013 [v1.401.pdf 10/0912013 01;28:50 PM ©Pool Engineering, Inc. 2013, Page 27 of 51 pool 1201 M Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114. Phone: (714) 630-6100 RESISTING MOMENTS cont. WALL LOADED BY EARTH PRESSURE TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK YsotL 65 pcf H 11.0 f}, R88 :5ft F7-5.0 ft Section -► 1314 15 16 17 18 19 20 21 22 RM I112 -+ 6.5 7.6 7.5 8.0 8.5 9.0 9.5 10.0 10.5 Ito 1' + Weight 68.32 72.49 73.87 75.92 79.10 87.42 99.78 114.89 139.36 711.60 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38' .3 1.5 37.5 -68.75 4 2.0 '37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 39;1 -107.05 8 4.0 43.8 -119.8.4 9 4.5 50.0 -1365. 2 10 6.0 53.1 -155:34 11 ;5.5 56.3 =176.45', 12 6.0 62.5 -202.52' 13 6.5 68.3 0.47 32.26 249.47 14 7.0 72.5 0.55 0.50 ... 37.45 36.60 -335.76 15' 7.5 73.9 0.68 0.63 0.56 ... 46.28 45.97 41.50 -471.22 16 8.0 75.9 0.86 0.82 0.75 0.60 ... 59.07 %54 55.32 45.93 =666.95 17 8.5 79.1 1.12 1.07 1.00 0.86 0.66 76.31 77.84 73.97 65.09 52.15 =940.38 18 9.0 87.4 1.45 1.40 1.33 1.19 0.99 0.75 98.87 101.77 98.36 90.16 78.26 65.85 -1321.71 19 9.5 99:8 1.88 1.83 1.76 1.62 1.42 1.18 0.89 . 128.20 132.89 1.30.07 122.75 112.22 103.37 88.45 =1857:93" .. 20 10.0 114.9 2.45 2.40 2:33 2.19 1.99 1.75 1.46 1.07 ... 167.19 174.26 172.22 166.08 157.36 153.26 145.40 122.36 -2632.53. 21 10.5 139.4 3.27 3.22 3.15 3.01 2.81 2.57 2.28 1.89 1.36 223.24 233.74 232.84 228.38 222127 224.99 227.27 216.63 190.21 -3854.76 22 11.0 711.6 5.45' 5.40 5.33 5.19 4.99 4.75 4.46 4.07 3.54• 1.80 ... 372.14 391.73 393.83 393.85 394.68 415.51 444.75 467.02 493.92 9278.01 -8177.64 WADetailslRelease\Calcs 20131100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM .© Pool Engineering, Inc. 2013, Page 28 of 51 p00' 1261 N. Tustin Avenue engineering A ' h9h6im, CA 92807Inc. g Fax; (714) 0.6-.64 14 jPh 14 630 6100 STRUCTURAL CALCULATIONS I SWIMMING MMING POOL CALCULATIONS BUILDING SURCHARGE METHODOLOGY The following pages d6monstrate the basic calculations which are summarized in the Pool 'Wall Summqty Tables p WADetaiIs\ReIease\Ca1cs 2013\100NC CBC2013'[v1.40],pdf 10/09/2013 01:28:50 PM (b Pool Enginee,fing, Inc. 2013, Ppg.6 29 of 51 P0 ol 1201 N. Tustin Avenue eng[neer[ng Anaheim, CA 92807 i n C. Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION Y ; specific compressive strength of concrete (psi) Wo : weight of concrete (pcf) fcao = 0.45f� : allowable extreme fiber stress in compression for concrete (psi) ACI 318-99 Section A.3.1 (a) U. =1.1 f� ; permissible shear stress carried by concrete (psi) ACI 318-99 Section_ A.3.1(b)1 E. = 57000 f' ; modulus of elasticiy of concrete (psi) ACI 318-99 Section 8.5.11" fy = 40000 : specified yield strength of reinforcement (psi) fsan =20000 [GRADE 40, 50], 24000 [GRADE 60] ` permissible tensile strength in reinf. (psi) ACI 318-99 Section A.3.2� Es = 29000000 : modulus of elasticity of reinforcement (psi) ACI 318-99 Section 8. 5.21 ys : equivalent fluid pressure of soil. (pcf) .n = Es : modular ratio of elasticity EC b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently: exposed"to earth. ACI 318-99 Section 7.7.1(a)� SEE CALCULATION METHODOLOGY H : total height of pool wall including bond beam (ft)* RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d = t - cover - (Dsi2) distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) 1 OTMSa,L = Y, , HZ : over -turning moment (ft -lbs) VS61L 2 y, H2: shear (Ibs) MR : Moment Resisting (ft -lbs) OTMioad : over -turning moment due to additional vertical load (ft -lbs) - SEE BOUSSINESCI ANALYSIS Vioad : shear due to additional vertical load (Ibs) - SEE B"OUSSINESQ ANALYSIS MT = OTMsoiL + OTIA.ad + MR : Net Moment (ft-Ibs) VT = VsoiL + Vioad Net Shear (lbs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) _ A P bd ratio of tension reinforcement k = (pn)2+2pn—"pn j = 1-3 fs = MT : average stress in the steel (psi) . AS j d fc = jkbd2 : maximum compressive stress at the top of the compressive zone (psi) U = b : design shear stress (psi) 1Per ACI 318-11 Section R1.1, The Alternate Design. Method of the 1999 Code may be used in place of the applicable sections of the 2011 code. W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM @ Pool Engineering, Inc. 2013, Page 30 of 51 Poo l 1201 N. Tustin Avenue �nginee�,,ng Anaheim; CA 92807 Fax: (714) 630-6114 Phone: (714) 636-6100 TYPICAL 2 STORY. FO0TING .SURCHARGE FOUNDATION PRESSURE: 1500psf RESULTANT = 1500psf(1:Oft) QL= 15:0001f W:\Details\Release\Calcs 2013\100NC. CBC2013 [v1.40].pdf 10/09/2013 01:28 50•PM ©Pool Engineering, Inc."2013, Page 31"of 51 pool 1201 N. Tustin Avenue engineeri inc. ng Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. FOOTING SURCHARGE - TABLE D. - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results shown in summary tables. f, = 2500 psi CSC. = 150 pcf fce„ = 0.45fe' = 1125 psi FROM ACI 318-99 Section A.3.1(a) ` 1.1 f' = 55.0 psi FROM ACI 318-99 Section A.3.1 (b) EC= 57000 f,' = 2850000 psi FROM ACI 318-99 Section 8.5.1 fy = 40000 psi fsa„ _ 20000 psi FROM ACI 318-99 Section A:12 ES = 2.9E+07 psi FROM AC1.318-99 Section 8.5.2 ys = 45 pcf n = ES/Ec = 10.18 b= 12, in cover = . 3 in-_' FROM ACf 318-99.Section 7.7.1(a)_ H = 8.5 ft Try wall thickness t = .9.5 in at a depth of H2 = 6.5 ft Try vertical steel = #3 @ 6" Ds = 0.375 in As = 0.221 in` d = t - cover - (DS/2) = 6.31 in OTMso,L = 6 yS HZ = 2060 ft -Ib Overturning moment due to earth pressure usoiL = 2 Ys Hi = 951 Ib Shear due to earth pressure WADetaiIMRelease\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 32 of 51 pool 1201 N. Tustin Avenue engineering Anaheim; CA 92807 Fax: (714) 630-6114 inC.. Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. VT'_ V dil + Vlb xJ7 1231 Ib A A.003 P bd k =. (pn) + 2pn — pn = 0.227 j =1— 3 = 0.924 fp = MT = 1982.80 psi < 20000 psi OK A, id 'fc = 2MT 2 = 510.4 psi < 900 psi OK jkbd u = bd = 16.2 psi < 49.2 psi OK W:1DetailsUReleaselCalcs 20131100NC CBC2013 lv1:40].pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc: 2013, Page 33 of 51` FOOTING SURCHARGE - TABLED - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results shown in summary tables. OTM,cad = 805 ft -1b Overturning moment due to building surcharge MR = -735. ft -lb Resisting moment clue to weight of pool wall. (wall loaded by earth pressure and building surcharge) MT .= OTM,,ii + OTM10ad+ MR = 2130 ft -Ib SEE POOL WALL SUMMARY Vioad = 280 Ib Shear due to building surcharge. VT'_ V dil + Vlb xJ7 1231 Ib A A.003 P bd k =. (pn) + 2pn — pn = 0.227 j =1— 3 = 0.924 fp = MT = 1982.80 psi < 20000 psi OK A, id 'fc = 2MT 2 = 510.4 psi < 900 psi OK jkbd u = bd = 16.2 psi < 49.2 psi OK W:1DetailsUReleaselCalcs 20131100NC CBC2013 lv1:40].pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc: 2013, Page 33 of 51` pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax:.. (714) 630-6114 Phone: (714) 630-6160 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING. MOMENT METHODOLOGY F6077NG suRCHARGE - TABLE 0'- 3.00 FT. FROM WATER WALL LOADED BY EARTH PRESSURE AND 2 -STORY BUILDING SURCHARGE A,- o.soo ,ti W,- 75.00 m M,- -112.50 44A -A,• 0.375 re' W;- 56.25 m M,- •78.12 ftA k.0250 re W,• 37.50 lb M,• 46.87 ft -b %6- 0.250 ft' We 07.50 fb M.- 46.87 ft4b A.0250 re Ws• 37.501b K- 46.87 Rob A.- 0.280.1!' VVe 37.50 Ib M,- 46.87 ft4b " 0250 re W,- 37.501b M,- .46.87 ft4b A,- 0269 fte W. 40.33 10 Me- .50.85 ftJb N. 0.309 fe W,- 46.33 m M,- 6 57.11 ft4b l40-' 0.342 fe W.- 5117 m K.' -60.52 ft4b A,-. 0.357 r? W,- 53.491b •55.48 flab . Ars- -0:388 je W,:- 58.18 m Ki- 49.37 ft4b X" 0.414 ft' Wa- 62.17 fb. M,a' -36.36 ft4b RMA= M1+M2+M3+M +Ms+Mia WADetails\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/0912013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 34 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (71'4) 630-6100 POOL WALL SUMMARY FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER YS01L 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section Hi ft. H2 ft. t in. d in. in. SOIL VOTM 71bIb LOADS V ft -Ib ib SOIL+LOADS MR MT ft -Ib ft -Ib Vertical VT Steel Ib As in' Ds in. 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -37 6 #3 @ 12" 0.110 0.375 2 0.5 1.0 6.0 2.81 2.63 8 23 0 0 -59 -52 23 #3 @ 12" 0.110 0.375 3 1.0 1.5 6.0 2.811 2.63 25 51 1 7 -691 42 581#3 @ 12" 0.110 0.375 4 1.5 2.0 6.0 .2.81 2.63 60 90 91 28 -78 -9 118 #3 @ 12" 0.110 0.375 5 2.0 2.5 6.0 2.81 2.63 117 141 311 62 -88 61 203 #3 @ 12" 0.110 0.375 6 2.5 3.01 6.01 2.81 2.631 2031 203 721 102 -97 178 305 #3 @ 12" 0.110 0.375 7 3.0 3.51 6.01 2.81 2.631 3221 276 1331 140 -106 348 416 #3 @ 12" 0.110 0.375 8 3.5 4.0 7.0 3.81 3.63 480 360 212 176 -126 566 5361#3 @ 12" 0.110 0.375 9 4.0 4.5 8.0 4.81 4.63 683 456 308 206 -168 823 .6621#3 @ 12" 0.110 0.375 10 4.5 5.0 8.0 4.81 4.63 938 563 417 231 -242 1113 794 #3 @ 6" 0.221 0.375 11 5.0 5.5 8.5 5.31 5.13 1248 661 538 251 -352 1434 932 #3 @ 6" 0.221 0.375 12 5.5 6.0 8.5 5.31 5.13 1620 810 668 268 -511 1777 1078 #3 @ 6--- 0.221 0.375 13 ` 6.0 6.5 9.5 6.31 6.13 2060 951 805 280 -735 2130 1231 #3 @ 6" 0.221 0.375 14 6.5 7.0 10.5 7.31 7:13 2573 1103 948 291 -1055 2466 1394 #3 @ 6" 0.221 0.375 15 7.0 7.5 11.5 8.31 8.13 3164 1266 1095 299 -1529 2730 1565 #3 @ 6" 0.221 0.375 16 7.5 8.0 11.5 8.31 8.13 3840 1440 1246 305 -2297 2789 17451#3 @ 6" 0.221 0.375 17 8.0 8.5 11.5 8.31 8.13 4606 1626 1400 310 -5005 1001 19361#3 @ 6' 0.221 0.375 Section H1 ft. .. H2 ft. t in. d in c in. . p . k j SOIL+LOADS fs isao fc - psi psi psi fceo. psi V psi Van psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.9521 473.3 20000.0 -6.9 1125.01 0.1 55.0 21 0.5 1.0 6.01 2.81 2.63 0.003 0.238 0.921 -2176.8 20000.0 -59.8 1125.01 0.7 55.0 31 1.0 1.5 6.01 2.81 2.63 0.0031 0.238 0.921 -1780.81 20000.0 48.9 1125.0 1.7 55.0 4 1.5 2.0 6.01 2.81 2.63 0.003 0.238 0.921 -382.9 20000.0 -10.5 1125.0 3.5 55.0 5 2.0 2.5 6.01 2.81 2.63 0.003 0.238 0.921 2546.6 20600.0 70.0 1125.0 6.0 55.0 6 2.5 3.0 6.01 2.81 2.63 0.003 0.238 0.921 7453.7 20000.0 204.8 1125.0 9.0 55.0 7 3.0 3.5 6.0 2.81 2.63 0.003 0.238 0.921 14616.2 20000.0 401.6 1125.0 12.3 55.0 8 3.5 4.0 7.0 3.81 3.63 0.002 0.209 0.930 17342.2 20000.01 401.5 1125.0 11.7 55.0 91 4.0 4.5 8.0 4.81 4.63 0.0021 0.188 0.9371 19821.4 20000.0 403.3 1125.01 11.5 55.0 10 4.5 5.0 8.0 4.81 4.63 0.004 0.255 0.915 13723.8 20000.0 412.2 1125.0 13.7 55.0 11 5.0 5.5 8.5 5.31 5.13 0.003 0.244 0.919 15963.8 20000.0 453.1 1125.0 14.6 55.0 12 5.5 6.01 8.51 5.31 5.13 0.003 0.244 0.919 19784.5 20000.0 561.6 1125.0 16.9 55.0 13 6.0 6.5 9.5 6.31 6.13 0.003 0.227 0.924 19828.1 20000.0 510.4 1125.0 16.2 55.0 14 6.5 7.0 10.5 7.31 7.13 0.003 0.212 0.929 19714.8 20000.0 467.3 1125.0 15.91 55.0 15 7.0 7.5 11.5 8.31 8.13 0.0021 0.2011 0.9331 19122.1 20000.0 422.0 1125.0 15.7 55.0 16 7.5 8.0 11.5 8.31 8.13 0.002 0.201 0.933 19530.8 20000.0 431.0 1125.0 17.5 55.0 17 8.0 8.5 11.5 8.31 8.13 00021 0.2011 0.9331 7011.9 20000.0 154.7 11-25.0 19.4 55.0 W:\Details\Release\Calcs 2013\100NC CBC2013 lv1.401.pdf 10/09/2013 01:28:50 PM @ Pool Engineering, Inc. 2013, Page 35 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS I. R 5.0 ft Section -o- 1 2 3 4 5 6 7 8 9 10 11 12 RM H2- 0:5 1.0: 1.5 2.0 .2.5 3.0 3.5 4.0 4.5 5.0 5.5 6:0 Weight 75.00 56.25 37.50 ;37:50 37.50 37.50 :37.50 40.33 46.33 51.27 53.49 58.16 T 0:5 75.0 0.50 37:50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59:38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68:75 4 2.0 37.5 0:50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0:25 37.50 21.88 9.38 9.38 9:38 -87.50 6 3.0 37.5 0:50 0.39 0.25 0:25 b:25 0:25 37.50 21.88 9,38 9.38 9.38 9:38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0:25 0:25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 =106.25 8 4.0 40.3 0.53. 0¢10.28 0.28 0.28 0.28 0.28 0:29 39.38 23.28 10.31 1'0.31 10.31 10.31 10.31 11.53 -1.25:77 9 4:5 46.3 0:60 0.49 0.35 0.35 0.35 0.35 0.35 0.36 0.33 45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.59 15.46 -16850 10 '5:0 51.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.46, 0.41 $4.77 34.83 18.01 18.01 18.01 18.01 18.01 19.80 21.45 21.06 -241.97 11 '5.5 53.5 0.92 0:81 '0.67 0.67 0.67 0.67 0.67 0.68 0.65 0.60 0.45 68.81 45.36 25:03 25.03 25.03 25.03 25.03 27.35 30.11 30.66 24.32 -351.74" 12 6.0 .58"2 1.17 1.06 0.92 0:92 0.92' 0.92 0.92 0.93 0:90 0.85 0.71 0.52 87.74 59:56 34.50 34.50 34.50 .34.50 34.50 37.53 41.81 43.60 37.82 30.17 . ,. -510:70 13 " 6.5 ' 62.2 1.50 1.39 1:25 115 " 1.25' 1.25 1.25 1.26 1,23 1.18 1.04 0.85 - 112.50 78:12 46.87 46.87 46.87 46.87 46.87 50.85 57:11 60.52 55.48 49e3T_.. -734.68 14 7.0 70.9 1.93 1.82 1.68 1.68 1.68 1.68' 1.68 1.69 1:66 1.61 1.47 1:28- :28 144.70 144.70 102.27 62.97 62.97 62:97 62:97 62.97 68.16 76.99 82.53 78.44 74.34.., -1054.66 15 7.5 ' 85.3 2.50 2.39 2.25 2.25 2.25 2.25 2:25 2.26 2.23 2.18 2.04 1;85 ". 187.50 134.37 84.37 84.37 84.37 84.37 84.37 91.18 103.44 111.79 108.97 107.53 .:. -1528:86 16 8.0 107.2 3.32 3.21 3.07 9.07 3.07 3.07 3.07 3.08 3.05 3.00 2.86 2.67 249.04 180.53 115.15 115.15 115.15 115.15 115.15 124.28 141.45 153.86 152.86 155.25 _,,; -2297.45 17 8.5 465.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.26 5.23 5.18 5.04 4:85 412:50 303.13 196.88 196.88 196.88 196.88 196.88 212.18 242.43 265.59 .269.43 282.01 .:. -5004.80 WADetails\ReIease\Calcs 2013\100NC CBC2013 (v1.40].pdf 10)09/2013,01:28:50,PM © Pool Engineering, Inc. 2013, Page 36 of 51 W;\Dgtails\Release\Calcs.2013\100NC CBC2013 (0.401.pdf' 10/09/2013 01:28:50 PM © Pool Engineering; Inc. 2013, Page 37 of 51 pool 1201 N. Tustin Avenue engineering Anaheim; CA 92807 Fax: '(714) 630-6114' } ` inc.. Phone: (714). 630=6100 RESISTING MOMENTS cont: NO R:8:8.. 4 (OFFSETS EARTH PRESSURE MOMENTS AND,FOOTING SURCHARGE) TABLE D - 3.00 FT FROM WATER soic 45 pcf H 8.5 ft. RBB. 0'.0'ff Section -4- 13 14 15 16 i7' RM ' H2:-► 6.5'7.0 7.5 ' 6.0 8.5 j Weight `62.17 70.92 .85,33 107:23. 465.20 1 0.5 75.0 - -37.50 2 1.0 56.3 , -59.38 3 1.5 37.5 - -68.75 4 2.0 37.5 -78.13. • . 5 2.5 37.5 ,r '6 3.0' 37.5 -96.88 7 3.5 37,_:5 8 4.0' 40.3 -125.77 9 4.5 46.3 _ -168.50 10' 5.0 51.3 -,241.97` 11 5.5 53.5 351:74 , 121 60 58:2 , " .13` _ . 6.5 62.2, 0.58 r, 36.36 -734.68• 14 7.0. 70:_9 1.01 0.70 , 63.05 4.9.32 ,. =1054.66 15. 7.5 85.3 1.58 .1.27 0.87' - 98.53 .89.79 73.89 -1528.86 • 16 8.0 107.2' 2.4.1 ` 2.09 - 1.69 1:15 + 149.54 147.98 143.91 123.03 -2297.45. 17 8.5 465.2 4.58 • , 417 3.87' 3.33 1.63 285.03 302.55 -329.88-1356.7i 758.97 " -5004:80 W;\Dgtails\Release\Calcs.2013\100NC CBC2013 (0.401.pdf' 10/09/2013 01:28:50 PM © Pool Engineering; Inc. 2013, Page 37 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 c in. Fax: (714) 630-6114 LOADS OTM V ft -Ib Ib Phone: (714) 630-6100 POOL WALL SUMMARY FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER Ysorr- 65 pcf H 8.5 ft R88 0.0 ft I R 5.0 ft Section H1 H2 ft. ft. t in. d in, c in. SOIL OTM V ft -Ib Ib LOADS OTM V ft -Ib Ib SOIL+LOADS MR MT ft -Ib ft -Ib V Vertical Steel Ib As in' Ds in. 1 0.0 0.5 12.0 8.81 8.63 1 8 0 0 -38 -36 8 93 @ 12" 0.110 0.375 2 0.5 1.0 8.0 4.81 4.63 11 33 0 0 -64 -53 33 #3 @ 12" 0.110 0.375 31 1.0 1.51 8.01 4.81 4.63 37 73 1 7 -81 -43 801#3 @ 12" 0.1101 0.375 4 1.5 2.01 8.0 4.81 4.63 87 130 91 28 -97 -2 158 #3 @ 12" 0,1101 0.375 5 2.0 2.51 8.0 4.81 4.63 169 203 31 62 -114 86 265 #3 @ 12" 0.110 0.375 6 2.5 3.0 8.0 4.81 4.63 293 293 72 102 -131 234 395 #3 @ 12" 0.110 0.375 7 3.0 3.5 8.0 5.31 5.13 464 398 133 140 -147 450 538 #3 @ 12" 0.110 0.375 8 3.5 4.0 9.0 6.31 6.131 693 520 212 176 -176 729 696 #3 @ 12" 0.110 0.375 91 4.0 4.5 10.01 7.31 7.13 987 658 308 206 -234 1061 864 #3 @ 12" 0.110 0.375 10 4.5 5.0 10.0 7.31 7.13 1354 813 417 231 -330 1441 1044 #3 @ 6" 0.221 0.375 11 5.0 5.5 10.5 7.31 7.13 18021 983 538 251 -472 1869 1234 #3 @ 6" 0.2211 0.375 12 5.5 6.0 10.5 8.31 8.13 2340 1170 668 268 -674 2334 1438 #3 @ 6" 0.221 0.375 13 6.0 6.5 11.5 9.31 9.13 2975 1373 805 280 -957 2823 1653 #3 @ 6" 0.221 0.375 14 6.5 7.0 12.5 10.31 10.13 3716 1593 9481 291 -13591 33051 18841#3 @ 6" 0.221 0.375 15 7.0 7.5 13.5 10.81 10.63 4570 1828 1095L.29 9 -1948 3717 2127 #3 @ 6" 0.221 0.37516 151 7.5 8.0 13.5 11.31 11.13 5547 2080 1246305 0.9411 -2894 3899 2385 #3 @ 6" 0.221 0.37517 55.0 8.0 8.5 13.5 11.31 11.13 6653 2348 1400310 0.175 6247 1807 2658 #3 @ 6" 0.221 0.375 Section H1 ft. H2 ft. t in. d in. c in. p k Ys psi SOIL+LOADS isa fc psi psi ' fc,n psi v psi v�fl psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -467.9 20000.0 -6.8 1125.0 0.1 55.0 2 0.5 1.0 8.0 4.81 4.63 0.002 0.188 0.937 -1277.9 20000.0 -26.0 1125.0 0.6 55.0 31 1.0 1.51 8.01 4.81 4.631 0.002 0.188 0.937 -1035.5 20000.0 -21.1 1125.0 1.4 55.0 4 1.5 2.0 8.0 4.81 4.63 0.002 0.188 0.937 -37.5 20000.0 -0.8 1125.0 2.7 55:0 5 2.0 2.5 8.0 4.81 4.63 0.002 0.188 0.937 2080.6 20000.0 42.3 1125.0 4.6 55.0 6 2.5 3.0 8.0 4.81 4.63 0.002 0.188 0.937 5634.8 20000.0 114.6 1125.0 , 6.8 55.0 7 3.0 3.5 8.0 5.31 5.13 0.002 0.180 0.940 9795.7 20000.0 188.7 1125.0 8.4 55.0 8 3.5 4.0 9.0 6.31 6.13 0.001 0.166 0.945 13283.0 20000.0 232.9 1125.0 9.2 55.0 91 4.0 4.51 10.01 7.31 7.131 0.001 0.156 0.9481 16626.8 20000.01 269.1 1125.01 9.8 55.0 10 4.5 5.0 10.0 7.31 7.13 0.003 0.212 0.929 11519.3 20000.0 273.0 1125.0 11.9 55.0 11 5.0 5.5 10.5 7.31 7.13 0.003 0.212 0.929 14940.6 20000.0 354.1 1125.0 14.1 55.0 12 5.5 6.0 10.5 8.31 8.13 0.002 0.201 0.933 16346.6 20000:0 360.7 1125.0 14.4 55.0 13 6.0 6.5 11.5 9.31 9.13 0.002 0.191 0.936 17585.1 20000.0 364.4 1125.0 14.8 55.0 14 6.5 7.0 12.5 10.31 10.13 0.002 0.182 0.939 18536.31 20000.0 363.11 1125.0 15.2 55.0 151 7.01 7.51 13.51 10.81 10.63 0.002 0.178 0.9411 19,856.91 20000.01 37679F1125.01 16.4 55.0 16 7.5 1 8.0 13.5F1 1,31 11.13 0.002 0.175 0.942 19882.3 20000.01 370AF1125.01 17.6 55.0 171 8.01 8.51 18.51 11.31 11.13 0.062 0.175 0.942 9212.01 20000.01 171.51 1125.0 19-1 55.0 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 38 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax; (714) 630-.6114 Phone: (714) 630-6100 RESISTING MOMENTS (OFFSETS EARTH PRESSURE MOMENTS) ysorL 65 p I H' 8.5 ft. FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM RBB 0.0 ft F R 5.0 ft Section -► 1 2 3 4 5 6 7 8. 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 62.50 50.00 50.00 50.00 50.06 50.00 52.77 58.71 63.98 66.45 71:51 1 0.5 75.0 0.50 37:50 -37.50 2 1.0 62.5 0.50 0.42 37.50 26.39 -63.89 3 1.5 50.0 0.50 0.42 0.33 3.7.50 26.39 16.67 -80.56 4 2.0 50:0 0.50 0.42 0.33 0.33 37.50 26.39 16.67 16.67 -97.22 5 X2.5 50.0 0.50 0.42 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 -113.89 6 3.0 50.0 0.50 0.42 0.33 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 16:67 -130.56 7 3.5 50.0 0.50 0.42 0.33 0.33 033 .0.33 033 37.50 26.39 16.67 16.67 16.67 16.67 16.67 -147.22 8 4.0 52.8 0.53 0.45 0.36 0.36 0.36 0.36 0.36 0.37 39.38 27.96 17.92 17.92 17.92 17.92 17.92 19.45 -176.39 9 4.5 58.7 0.60 0.52 0.43 0.43, 0.43 0.43 '0.43 '0.44 0.41 45.08 32.70 21.72 21.72 21.72 21.72 21.72 23.46 24.34 -234.16 10 5.0 64.0 0.73 0.65 0.56 0.56 0.56 0.56 0.56 0.57 0.54 0.50 54.77 40.18 28.1& 28.18 28.18 28.18 28.18 30.28 31.93 31.71 -330.38 11 5.5 66.4 0.92 0.84 0.75 '0.75 0.75 0.75 0:75 0.76 0.73 0.68 6.54 68.81 52.48 37.54 37.54 37.54 37.54 37.54 40.16 42.91 43.68 35.97 -471.69 12 6.0 71.5 1.17 1.09 1.00 1.60 1.00 1.00 1.00 1.01 0.98 0.94 0.79 0.61 87.74 68.26 50.16 50.16 50.16 50:16 50.16 •53.48 57.73 59.83 52.75 43.49 ... -674.07 13 6.5' 76;3 1.50 1.42' 1:33 1.33 "1.33 1.33 1.33 1:34 1.31 1.27 '1.12' 0.94 112.50 88.89 66.67 66.67 66.67 66.67 66.67 70.90 77.1.1 80.95 74.68 67.10... -957.35 14 7.0 85.7 1.93 1.85 , 1.76 1.76 1.76 1.76 1.76 1.77 1,74 1.69 1.55 1.37 144.70 115.72 '88.13 88.13 88.13 88.13 88.13 93.55 102.31 108.42 103.21 97.80 ... -1358.86 15 7.5 100.2 2.50 2.42 2.33 2.33 ' 233 2.33 2.33 2.34, 2.31 2.27 2.12 1.94 187.50 151.39 116.67 116.67 116.67 116.67 116.67 123.61 135.62 144.93 141'.13 138.61 ... -1948:16 16 8.0 123.5 3.32 3.24 3.15 3.15 3.15 3.15 3.15 3.16 3.13 3.09 2.94 2.76 249.04 202.67 157.69 157.69 157.69 15h69 157.69 166.96 183.99 197.43 195:66 19719 ... -2893.68 17 8.5 574.0 5.50 5.42 5.33 5.33 5.33 5.33 .5.33 5:34 5.31 5.27 5.12 4.94 412.50 338.89 266.67 266.67 266.67 266.67 266.67 281.97 311.93 336.87 340.48 353.15 ... -6246.51 W:\Details\Release\Calcs 2013\106NC CBC2013. [v1.401.pdf 10/09i2013 01:28:50 PM ©P001 Engineering, Inc. 2013, Page 390f 51 r' pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. OFFSETS EARTH PRESSURE MOMENTS) FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER YsorL 65 pcf7 H 8.5 ft RBB 0.0 ft R 5.0 ft Section = P. 13 14 15 16 17 RM H2 6:5 7.0 7.5 8.0 8.5 1 + Weight 76.31 85.70 100.20 123.46 573.97 1 0.5 75.0 -37.50 2 1.0 62.5 -63.89 3 1.5 50.0 -80.56 4 2.0 50.0 -97.22 5 2.5 50.0 -113.89 6 3.0 50.0 -130.56 7 3.5 50.0 -147.22 - 8 4.0 52.8 -176:39 9 4.5 58.7 -234.16 10 5.0 64.0 -330.38 11 5.5 66.4 -471.69 12 6.0 71.5 -674.07 13 6.5 76.3 0:68 - 51.88 -957.35 14 7.0 85.7 1.11 0.79 ... 84.64 67.87 -1358.86 15 7:5 100.2 1,68 1.36 0.97 - ... 128.19 116.77 96.82 -1948.16 16 8.0 1.23.5 2.50 2.18 1.79 1.26 ... 190.80 187.09 179.04 155.23 -2893.68 y 17 8.5 '574.0 4.68 4.36 3.97 3.44 1.72 , . 357.10 373.86 397.43 424.30 984.69 -6246.51 * " W:1Details\Release\Calcs 2013\100NC CBC2013 [v1.40]:pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 40 of 51 9 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone (714) 630-6100 BOUSSINESQ RESULTS NO R. B. B. XL = varies YL = 3.25 ft P= 1.500 Ib Sec H1 ft. H2 ft. z ft. ay psf VLOAD OTM LOAD Ib Ib 1 0.0 0.5 0.0 0.0 0 0 2 0.5 1.0 0.0 0.0 0 0 3 1.0 1.5 0.51 26.5 7 1 4 1,5 2.0 1.0 59.5 28 9 5 2.0.2.5 1.5 76.9 62 31 6 2.5 3.0 2.0 80.5 102 72 7 3.0 3.5 2.5 75.2 140 133 8 3.5 4.0 3.0 65.71 176 212 9 4.0 4.5 3.5 55.11 206 '308 10 4.5 5.0 4.0 45.0 231 417 11 5.0 5.5 4.5 36.2 251 538 12 5.516.0 5.0 28.9 268 668 13 6.0 6.5 5.5 22.9 280 805 14 6.5 7.0 fi.0 18.0 291 948 15 7.0 7.5 6.5 14.1 299 1095 16 7.5 8.0 7.0 11.0 305 1246 17 8.0 8.5 7.5 8.5 3101 1400 FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER I Boussinesq equation for point load (Das, pg. 123-125) Line Load approximated by 'a series of point loads parallel to pool wall. v P 3•y2 z y2 - z z •z 2'n LS Lr .(L+ z) U r 'Das, B. M. (2000). Fundamentals of Geotechnical Engineering 1st ed. USA: Brooks/Cole, A Division of Thomson Learning: W:\Details\Release\Calcs 2013\100NC CBC201.3 [vl.401.pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 41 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inC. Fax: (714) 630-6114 Phone: (7.14) 630-6100 STRUCTURAL CALCULATIONS J x. SWIMMING POOL CALCULATIONS SHALLOW/DEEP END RAMP METHODOLOGY a The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM 0 Pool Engineering, Inc: 2013, Page 42 of 51 poo[jr1n 1201 N. Tustin Avenue: engineAnaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION specific compressive strength of concrete (psi) wc : weight of concrete (pcf) fca0 = 0.45 fe : allowable extreme fiber stress in compression for, concrete (psi) ACI 318-99 Section A.3.1(a)1 1 permissible shear stress carried by concrete (psi) ACI 318-99 Section A.3:1(b) Ec = 57000 f, ; modulus of elasticity of concrete (psi) ACI 31.8-99 Section 8:5.1 fy 40000 : specified yield strength of reinforcement (psi) fsali = 20000 [GRADE 40, 50], 24000 [GRADE 60] : permissible tensile strength in reinf. (psi) ACI 318-99 Section A.3.21 ES = 29000000 : modulus of elasticity of reinforcement (psi) ACI 31.8-99 Section 8.5.2 Ys : equivalent fluid pressure. of soil (pcf) n = Es ; modular ratio of elasticity Ec• b : width of compression face of member (in) cover : 3 in'. minimum for Concrete cast against and permanently exposed to earth. ACI 318-99 Section 7.7.1(a)1 SEE CALCULATION METHODOLOGY• H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) dj = t - dZ : distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist earth, pressure and additional load due to vertical surcharge dZ = cover + (DS/2) distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist water pressure H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) HW : water depth (ft) OTM = 6 yH2., : over -timing moment(ft=lbs) V = 2 yH2x, ; shear (lbs) MR. ; Moment Resisting (ft -lbs) MT = OTM + MR ; Net Moment (ft -lbs) VT = V : Net Shear (Ibs) As : area of nonprestressed tension reinforcement (in2) Ds Diameter of reinforcement (in) '� : ratio of tension reinforcement P = bd k.= (pnf +2pn—pn j = 1-3 4s = Ta : average stress in the steel (psi) s! fc = j.kb2Md, 2 : maximum compressive stress at the top of the compressive zone (psi) V = bd design shear stress (psi) PerACI318-11 Section R1.1, The Alternate Design Method of the 1999 Code may be used in place of the applicable sections of the 2011 code. W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM .©Pool Engineering, Inc. 2013, Page 43 of 51 0 pool 1201 N. Tustin Avenue., engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE SHALLOW/DEEP END RAMP - DETAIL #11 ' LOAD DIAGRAM DUE TO EARTH PRESSURE W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 44 of 51 '1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630.-6114 Phone: (714) 630-6106 RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP - DETAIL #14 ru1111 o cal l UC ally Nunn uu uuw!uu vl Nuvi r.on. - W:\Details\Release\Gales 2013\100NC CBC2013 [v1.40].pdf 10/09/201301-.28:560M © Pool Engineering, -Inc. 2013, Page 45 of 51 Poo! 1201 N: Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 63076114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 10, NO R.B.B. SHALLOW/DEEP END RAMP - DETAIL#11 Demonstrating methodology used to calculate results shown in summary tables. f, "= 2500 psi WC = 150 pcf fc, = 0.45f. = 1125 psi FROM ACI -318-99 Section A:3.1 (a), 6, = 1,1 f. = 55.0 psi FROM ACI 318-99 Section A.3.1(b) Ems= 57000 f = 2850000 psi FROM ACI 318-99 Section 8.5.1 fy = 40000 psi fsa„ = 20000 psi FROM ACI 318-99 Section A.3.2 ES = 2.9E+07 psiFROM ACI 318-99 Section 8.5.2 YS = 60 pcf YW = 62.4 pcf A n = ES/E, = .10.18 -b = 12 in ' cover = 3. in FROM ACI 318-99 Section 7.7.1(a) H= 8.5 ft Try "wall thickness t = 10.5 •in at a depth of HZ = 5.0 ft Try vertical steel = #3 @ 6" DS = 0.375 in AS = 0.221 in` d1=t-d2 = 3.00 in dZ = cover + (DS/2) 7.50 in 0TMso,L = 6 Y: Hs = 1250 ft -Ib Overturning moment due to earth pressure VT = Vsoa = Y: HZ 750 Ib -Shear due to earth pressure 2 W:\Details\Release\Calcs 2013\1 0014C CBC2013 (v1.40].pdf 10/09/2013 01:28:50 PM © Pool Engineering, Inc. 2013, Page 46 of 51 pool 1201 N. Tustin Avenue engineering Anaheim; GA 92807 Fax: (714) 630-6114 Phone: (71.4) 630-6100 SAMPLE CALCULATIONS (CONT.). SECTION 10, NO R.B.B. SHALLOW/DEEP END RAMP. -DETAIL #11 Demonstrating methodology used to. calculate results shown in summary: tables. MR= -473 ft -1b Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT = OTMr,.;i + MR = 777 ft -lb SEE POOL WALL ;SUMMARY . _ A P b d' 0.006 k = (p -n -F+ 2 pn --:,on = 0.296 j = i - - X0.901 fs = MT = '15608.2 psi < 20000 Psi OK A.,j d, fC:= jkbd,2 646.2 psi. < 1125 psi OK VT 20.8 = 20.8 psi < 55.0 psi OK , OTM- 1 Y lel' _ water — — w w -1300-ft-Ib Overturning moment due to water pressure 6 - vT—Vwater — -780_Ib.Shear,due'to water pressure 2YNHw. MR= 185 ft -lb; Resisting moment due to weight of'pool'wall. (wall loaded by water pressure) MT = OTMWaief + MR = -1185 ft -Ib SEE POOL WALL SUMMARY A,' P=b.d= 0.002 k = (pn)2 +'2pn pn 0.200 k j =1-,3 fs MT = 8805.1 psi < `20000 psi OK A, j.dz fc'= . 2MT = 216.2 psi < 1.125 psi OK jkbd22 v = T = 8.7 psi < 55.0 psi OK b-dj W:\Details\Release\Calcs 2013\100NC CBC2013 [v1:401.pdf 10!09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 47 of 51 RMA= M,+M2+M3+p +M9+Mj W:\Details\Release\Catcs 2013\100NC CBC2013 [v1.40].pdf 4 4 10/09/201301:28.50 PM © Pool Engineering, Inc. 2013, Page 48 of 51 pool 1201 N. Tustin Avenue ' Anaheim, CA 9280.7 engineering Fax: (714) 630-6114 Phone. i n c, (714)'030-6100 SAMPLE CALCULATIONS SECTION 10, NO R.B.B. RESISTING MOMENT METHODOLOGY s"^"°'"'°EEPEND RAMP - DETAIL "" WALL LOADED BY EARTH PRESSURE A,- 0.90011= O 0.730 . w,= -75.00 0, M,: -54.77 ft4b Ap 0.490 1h 0.720 W f 73.44 @ - M,n -52.87 nob . A,- OA79 f° 0.709 W,- 71.886 me -50.99 ft4b 1 ' A,- 0.479 f° G 0.709 WP 71.B816 ' . MP •50.99 flab 104 A,- 0.469 ft - ® 0.899 - • W,- 70.311b M,= -49.18 ft4b . .A.- 0.458 f? 0.689 W,- 68.75 (b M.- -4.7.34 ft4b ' .A,- 0.458 f° Q 0.689 - W,- 68.75 lb M,- 17.34 ft4b- ' 0.450 fF 0 0.672 We 67.52 lb Ma' 15.39 ft4b , A.- 0.42 f° Wo- 66.33 lbMoo -39.34 ft4bA,.- 0.450 fe W,o- 67.47lb Mm' .35.03 fabA„a V0193 0.000 f° Wnn 0.00Ibb6,e 0.00 ft4bA,,- 0.000 f�W, 0.00 Ib.00 fob&'...0.000.ft' _ W„e 0.00 lb _ MSe 0.00 ft4b RMA= M,+M2+M3+p +M9+Mj W:\Details\Release\Catcs 2013\100NC CBC2013 [v1.40].pdf 4 4 10/09/201301:28.50 PM © Pool Engineering, Inc. 2013, Page 48 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY SHALLOW/DEEP END RAMP - DETAIL #11 i'sc 60 pcf H 6.0 ft RBB 0.0 ft I R 2.5 ft Sec H1 H2 ft: ft t in. d1 in. d2 in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib OTM ft -Ib WATER MR MT ft -Ib ft -Ib Vertical V Steel Ib As int Ds in. 1 0.0 0.51 12.0 9.00 3.00 1 -38 -36 8 -1. 38 36 -8 #3 @ 12" 0.110 0.375 2 0.5 1.01 11.5 3.00 8.50 10 -73 -63 30 -10 69 58 -31 #3 @ 12" 0.110 0.375 3 1.0 1.5 11.5 3.00 8.50 34 -108 -74 68 -351 103 68 -70 #3 @ 12" 0.110 0.375 4 1.5 2.0 11.5 3.00 8.50 80 -142 -62 120 -83 138 . 54 -125 #3 @ 12" 0.110 0.375 5.2.0 2.5 11.0 3.00 8.00 156 -175 -19 188 -163 157 -6 -195 #3 @ 12" 0.110 0.375 6 2.5 3.0 11.6 3.00 8.00 270 -207 63 270 -281 188 -92 -281 #3 @ 12" 0.110 0.375 7 3.0 3.5 1.1.0 3.00 8.00 429 -238 190 368 -446 220 -226 -382 #3 @ 12" 0.110 0.375 8 3.514.0 10.5 3.00 7.50 640 -2821 358 480 -666 220 -446 499 #3 @ 6" 0.221 0.375 9 4.0 4.5 10.5 3.00 7.50 911 -356 555 608 -948 208 -740 632 #3 @ 6" 0.221 0.375 10 4.5 5.0 10.5 3.00 7.50 1250 473 777 750 -1300 165 -1135 780 #3 @ 6" 0.221 0.375 11 5.0 5.5 10.5 3.50 7.00 1664 -643 1020 908 -1730 82 -1648 944 #3 @ 6" 0.221 0.375 12 5.5 6.0 11.0 4.00 7.00 2160 882 1278 1080 -2246 -41 -2288 -1123 #3 @ 6" 0.221 0.375 Sec ft1 ft it SOIL WATER p I k j fs fsw, fc v p k j fs fsen fc psi psi psi psi psi psi psi v psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -458.1 20000.0 -7.0 0.1 0.003 0.221 0.926 1415.1 20000.0 39.4 0.2 2 0.51 1.01 11.5 0.003 0.221 0.926 -2480.7 20000.0 -69.0 0.8 0.001 0.138 0.954 782.3 20000.0 12.3 0.3 3 1.0 1.5 11.5 0.003 0.221 0.926 -2898.6 20000.0 -80.6 1.9 0.001 0.138 0.954 912.8 20000.0 14.3 0.7 4 1.5 2.0 11.5 0.003 0.221 0.926 -2436.9 20000.0 -67.8 3:3 0.001 0.138 0.954 729.8 20000.0 11.5 1.2 5 r'7 2.0 2.5 11.0 0.003 0.221 0.926 -744.8 20000.0 -20.7 5.2 0.001 0.142 0.953 78.6 20000.0 1.3 2.0 6 2.5 3.0 11.0 0.003 0.221 0.926 2470.0 20000.0 68.7 7:5 0.001 0.142 0.953 1315.7 20000.0 21.4 2.9 3.0 3.511.0 '0.0031 0.221 0.926 7443.9 20000.0 207.1 16.2 0.001 0.142 0.953 3220.0 20000.0 - 52.3 4.0 .81 3.51 4.0 10.5 0.0061 0.296 0.901 7185.8 20000.0 297.5 13.31 0.002 0.200 0.933 3459.0 20000.0 84.9 5.5 9 4.0 4.5 10.5 0.006 0.296 0.901 11151.9 20000.0 461.7 16,9 0.002 0.200 0.9331 5740.0 20000.0 140.9J7O10 4.5 5.0 10.5 0.006 0.296 0.901 15608.2 20000.0 646.2 20.8 0.002 6.200 0.933 8805.1 20000.0 216.211 5.0 5.5 10.5 0.005 0.278 0.902 17454.9 20000.0 660.5 21.6 0.003 0.206 0.931 13733.7 20000.0 350.412 5.5 6.0 11.0 0.005 0.263 0.912 19017.8 20000.0 666.1 22.5 0.003 0.206 0.93119062.8 20000.0 486.4 W:\Details\Release\Calcs 2013\100NC CBC2013 (v1.401.pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 49 of 51 (P pool 1201 N. Tustin Avenue engineering Anaheim; CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R. B. B. WALL LOADED 8Y EARTH PRESSURE SHALLOW/DEEP ENO RAMP - DETAIL #11 YSoIL .60 p H 6.0 ft RBB 0.0 ft R 2.5 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 j Weight, 75.00 73.44 71.88 71.88. 70.31 68.75 68.75 67.52 66.33 67.47 69.38 72.32 1 0.5 75.0 0.50 37.50 -31.50 2 1.0 73.4 0.50 0.49 37.50 35.96 -73.46 3 1.5 71.9 0.50 0.49 0.48 37.50 35.96 34.44 107.90 4 2.0 71.9 0.50 0.49 0.48 0.48 37.50 35.96 34.44 34.44 -14734 5 2.5 70.3 0.50 0.49 0.48 0.48 0.47 37.50 35.96 34.44 34.44 32.96 -175.30 6 3.0 68.8 0:50 0.49 0.48 0.48 0.47 0.46 37.50 35.96 34.44 34.44 32.96 31.51 -206.81 7 3.5 68.8 0.50 0.49 0.48 0.48 0.47 , 0.46 0.46 37.50 35.96 34.44 34.44 32.96 31.51 .31.51 -238.32 8 4.0 67.5 0.53 0.51 0.50 0.50. 0.49 0.48 0.48 0.47 39.38 37.80 36.24. 36.24 34.73 33.23 33.23 31.53 -282.38 9 4.5 66,3 0.60 0.59 0.58 0.58 0.57 0.56 0.56 0.54 0.46 45.08 43.38 .41.70 41.70 40.07 38.46 38.46 36.66 30.76 -356.25' 10 5.0 67.5 0.73 0.72 0.71 0.71 0.70 0.69 0.69 0.67 0.59' 0.52 54.77 '52.87 50.99 50.99 49.16. 47.34 47.34 45.39 39.34 35.03 -473.22 11 5.5 69.4 0.92 0.91 0.90 0.90: 0.89 0.88 0.88 0.86 0.78 0.71 0.56 68.81, 66.61 64.44 64.44. 62.31 60.21 60.21 58.02" 51.75 47.65 38.93 -643.39 12 6.0 72.3 1.17 1.16 1.15 1..15 1.14. 1.13 1.13 1.11 1.03 '0.96 0.81 0.61 87.74 85.15 82.59 82.59 80.06 77.56. 77.56 75.07 68.49 64.69. 156.45 44.40 882.35 W'Metails\Release\Calcs 2013\100NC CBC2013 [vl.40].pdf 10/09/2013 01:28:50 PM ©Pool Engineering, Inc. 2013, Page 50 of 51 pool 1201 N. Tustin Avenue engineering Anaheim; CA 92807 Fax: (714) 630=61,14 Phone: '(714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP - DETAIL 911 YSO1L 06 pcf H 6.0 ft RBB 0.0 ft R '2.5 ft. Section -,-► 1 2 '3 4 5 6 7 8 9. 10 11 12 RM 1-12- 0:5 1.0 1.5 2.0 2:5 3.0 3.5 4.0 4.5 5.0 5:5 6:0 1 + Weight 75.00 73.44. 71.88 71.88 76.31 68.75 68.75 67.52 66.33 67.47 .69.38 72.32 1 0:5 75.0 0.50 37.50 37.50 2 1.0 73.4 0.46 0.47 3.4.38 34.42 68.79 3 .1,5 71.9 0.46 0.47 0.48 34.38 34.42 34.44 103.23 4 2.0 71.9 0.46 0.47 0.48 0:48 34.38 34.42 34.44 34.44 137.67 5 2.5 70.3 0.42 0:43 0.44 0.44 0.45 31.25 31.36 31.45 31.45 31A9 156.99 ,6 3.0 68.8 0.42 0.43 0.44 0.44 0.45 0.46 31.25 31.36 31.45 31.45 31.49 31.51 188.50 7 15 68.6 0.42 0.43 0.44 0.44 0.45 0.46 0.46 31.25 31.36 31.45 31.45 31.49 31.51 31.51 220.01 8 4.0' 67.5 0.36 0.37 0.38 0.38 0..39 0.401 0.40, .0.42 27.00 27.19 ' 27.37' 27.37 27.50 27:61 27.61 28.23 219.88 Gi 4:5 "66.3 0.29 0.30 0.31 0.31 0.32 6.33 0:33 0.35 0.43 21.70 22.00 2229 22.29 22.53 22.75 22.75 23.45 28:29 208.06- 08.0610 105.0 67.5 0.18 0.19 0.20 0.20 0:21 0.22 0.22 0:24 0.32 0.39 13:52 14.00 14.46 1.4.46 14;87 15.26 15.26 16.10 21.06 26.41 165:39 11 5.5 69.4 0.02 0.03, 0.04 0.04' 0.06 '0.07 `0.07 0.08 0.16 0.24 0:3& _. 1,81 2.53 3.23 3.23 3.89 4:52 '4.52 5.55 1010 15.88 26.39 82.24 12 6.6. 72.3 -0.17 -0a6 4.15 -0.15 -0.14 -0.13 -0:13 411 -0.03 0.04 0.18 0.38 -12.90 -11.88 -10.87 -10.87 -9.91 -8.96 -8.96 -7.69 431 2.64 12.78 27.77 -41.16 W:\Details\Release\Calcs 2013\100NC CBC2013 [v1.40].pdf LA 10/09/2013 01:28:50 PM .© Pool Engineering, Inc. 2013, Page 51 of 51 oo/s &Spas 11250 Pyrites Way s Rancho Cordova, CA 95670 www.premierpoolsandspas.com Electric Load Worksheet BUTTE Phone: (916) 852-0223 COUNT' Fax: (916) 852-0861 a y 2015 State Licence Number: 589234 FEBEB Address 252 SHELDON AVENUE, GRIDLEY CA 95948 Date 2/12/2015 DEVELOPMENT SERVICES Phone Gas Furnace YES Building Sq ft 1,824 O J Rating of: Watts x % = Total (a) Electric Furnace NPR (Name Plate Rating) x 0.65 0 Air Conditioning NPR 8400 x 1 8400 Enter the largest value Heat Pump NPR x 1 0 (watts from Total (a) Heater Rating (Less than 4 rooms) x 0.65 0 Heater Rating (More than 4 rooms), x 1 0 8400 Quantity " Item - Watts 1824 Sq it x 3 watts per sq ft 5472 4 20 Amp appliance circuits 1500 (NPR) 6000 Ranges 8400 (NPR) = 0 Add this value to 1 Ovens 7200 (NPR) = 7200 calculations below _ Water Heater 7200 (NPR) = 0 1 Dishwasher 1200 (NPR) = 1200 1 Garbage Disposal600 (NPR) = 600 j 1 Washer 1500 (NPR) 1500 1 Dryer 3680 (NPR) = 3680 j POOL EQUIPMENT Total (from below) = 2790 Subtotal = 28442 j Less = 10000 Total = 18442 x.40 = 7376.8 + 10000 Watts = Volts x Amps Grand Total (Watts) = 25776.8 Grand Total (watts) 25776.8 ; 240 Volts _ 107.40 Service Load (Amps) Service Size: 200 Amps Are Sub Panels to be installed? YES. How many? 1 Amp Rating? �r 50 Amp Wire Size? 8 1. Motor Loads 2640 NPR = 2640 (pumps) 3 Other Loads 50 NPR _ 150 (POOL lights) 0 Other Loads 500 NPR = O'spaA.light) A/F POOL EQUIPMENT Total = 2790 S(;s'`Oz}ti'•i7YDEVELOPMENT SERVICES " V, Premier Pcols & Spas Planning Agent: : y . -q % PLIANGE DsL-- Name DUSTIN HO L Signature Date `� •� SITE PLAN CONCRETE CAP 1' 4' 8' SCALE: 1"=8' ' LEGEND- ® ACTUATOR VALVE (JVA) ® AUTO FILL. ` ® BASKETBALL SLEEVE ® DECK JET 0 DRAIN ® ELECTRIC PANEL 1" NOT( ©y, GAS METER `W GFI 0] I BOX $ LIGHT SWITCH " ® MANUAL VALVE U SKIMMER IN -FLOOR VALVE " z LIGHT NICHELESS ........•• WITH NICHE LIGHT EQ PAD NORTH POOL Oft Y WITH ONE WATERFEATURE- VAL VERT PAD . (E) GARAGE 6' DING BOARD MINIMUM SAFMY DIMENSIONS (POOL TYPE I) 7' T 6" O N 6' DMNG BOARD ' ` BY OWNER G DURO-SPING DIVING BOARD - WHITE 8'-0" +6" \ +12" 9 g SOLAR STUBS 55 ELECTRIC RUN FOR ® SPA AIR POOL EQUIPMENT (50 AMP CIRCUIT) POOL DEPTHS: 3'6" X 8'-0" FT. 3 #8 COPPER WIRES (2 HOT, 1 NEUTRAL). +18" ) O SLEEV E 1 #8 COPPER GROUND WIRE. THWN INSULATIO . SPA SURFACE AREA: -- VAC PORT 3/4" DIAMETER PVC SCHDL 40 (GREY) CONDUIT SPA PERIMETER.: -- WATER SOURCE SPA GALLONS: --- IN -FLOOR VALVE " z LIGHT NICHELESS ........•• WITH NICHE LIGHT EQ PAD NORTH POOL Oft Y WITH ONE WATERFEATURE- VAL VERT PAD . (E) GARAGE 6' DING BOARD MINIMUM SAFMY DIMENSIONS (POOL TYPE I) 7' T 6" O N 6' DMNG BOARD ' ` BY OWNER G DURO-SPING DIVING BOARD - WHITE 8'-0" +6" \ +12" 9 RAISED BOND BEAM: RBB 2 (H/L): 12 /6 -0" S •/ CONCRETE CAP, FLAGSTONE FACE RBB 3 (WL): 66'-0" 1" NOTCH ABOVE WATERLINE TILE , PLUMBING 38' (E) CONCRETE Li�i rE OaLp!'ry O)GV�L; V I WED CODE�lbp1 PUMP HOUSE L 7' T 6 —6 9" 6' WATERLINE I. . _ _ NN RESIDENC r (E) CONCRETE F . SKIMMER#: 2 RETURNS#:4 AUTOFILL:YES T-6" " ACCESS OVERFLOW YES GAS (TYPE/SIZE): ~ N SOLAR: --- 1 # SPA JETS: -- ELECTRIC CONTROL SYSTEM: TIMECL:OCK �;. POOL LIGHT(S): (1)9 -COLOR ® (2) NICHELESS LED SPA LIGHT(S): — �) PANEL: SUB -PANEL NEEDED WATER FEATURES SHEER DESCENTS: (1) 4W' WATERFALL: --- y TYPE OF ROCK: — OTHER: — BUTT . ; TILE R ROCK COUNTY RAISED BEAM FACE: FLAGSTONE IT SERVICES RAISED BEAM CAP: CONCRETE FEB 1 2 2015 BOULDERS HYPE). - R i BOULDERS (LENGTH): — _IAE DEVELOPMENT' SPA SPILLWAY: — — BY—TRIM TRIM TILE: YES � DECKING • 0' ARFiV ON MVMCT. 650 SQr7 AREA SHOWN ON RAN: 850SQT �J FINISH: STAMP DRAINAGE (Y-N/LENGTH): N STEPS MPE/LENGTH): FLAT/20'-0' GRIDLEY t EQUIPMENT FILTER: ]ANDY 580 ( PUMP #11.5 HP VARIABLE FLOPRO ' SHELDON AVE. ,} r PUMP #2: — x° t PUMP #3: — t� HEATER: — SANITIZEII: FUSION TAR FEEDER t Y SWEEP: POLARIS 360 99 DMRIOR FINISH TYPE: QUARTZSCAPE START UP ` TOTAL GALLONS: 26, 900 E _ POOL SERVICE: 30 DAYS MISC. LIVE OAK E 0 Lnn Lc T 3 5go ^ N �o CgavL"23o o4 ilk V # 9 POOL SPECIFICATIONS a POOL DIMENSIONS: 38'4"X 21'-0" POOL SURFACE AREA: 654 SQFT POOL PERIMETER: 113'-0" FT. POOL DEPTHS: 3'6" X 8'-0" FT. POOL GALLONS: 26, 900 +18" ) SPA SPECIFICATIONS SPA DIMENSIONS: --- SPA SURFACE AREA: -- -ti , SPA PERIMETER.: -- 48" SHEER DESCENT t SPA GALLONS: --- SOA DAM WALL LENGTH: --- STEEL IN GUNM i _ 4y ~� POOL STEPS AND BENCHES (L): 45' +12" NOTCH FOR BOULDERS (L): --- +6" w +' NOTCH FOR FACING (W/L): -- ' ( RBB 1(H/L): 18°/14'-0" RAISED BOND BEAM: RBB 2 (H/L): 12 /6 -0" S •/ CONCRETE CAP, FLAGSTONE FACE RBB 3 (WL): 66'-0" 1" NOTCH ABOVE WATERLINE TILE , PLUMBING 38' (E) CONCRETE Li�i rE OaLp!'ry O)GV�L; V I WED CODE�lbp1 PUMP HOUSE L 7' T 6 —6 9" 6' WATERLINE I. . _ _ NN RESIDENC r (E) CONCRETE F . SKIMMER#: 2 RETURNS#:4 AUTOFILL:YES T-6" " ACCESS OVERFLOW YES GAS (TYPE/SIZE): ~ N SOLAR: --- 1 # SPA JETS: -- ELECTRIC CONTROL SYSTEM: TIMECL:OCK �;. POOL LIGHT(S): (1)9 -COLOR ® (2) NICHELESS LED SPA LIGHT(S): — �) PANEL: SUB -PANEL NEEDED WATER FEATURES SHEER DESCENTS: (1) 4W' WATERFALL: --- y TYPE OF ROCK: — OTHER: — BUTT . ; TILE R ROCK COUNTY RAISED BEAM FACE: FLAGSTONE IT SERVICES RAISED BEAM CAP: CONCRETE FEB 1 2 2015 BOULDERS HYPE). - R i BOULDERS (LENGTH): — _IAE DEVELOPMENT' SPA SPILLWAY: — — BY—TRIM TRIM TILE: YES � DECKING • 0' ARFiV ON MVMCT. 650 SQr7 AREA SHOWN ON RAN: 850SQT �J FINISH: STAMP DRAINAGE (Y-N/LENGTH): N STEPS MPE/LENGTH): FLAT/20'-0' GRIDLEY t EQUIPMENT FILTER: ]ANDY 580 ( PUMP #11.5 HP VARIABLE FLOPRO ' SHELDON AVE. ,} r PUMP #2: — x° t PUMP #3: — t� HEATER: — SANITIZEII: FUSION TAR FEEDER t Y SWEEP: POLARIS 360 99 DMRIOR FINISH TYPE: QUARTZSCAPE START UP ` TOTAL GALLONS: 26, 900 E _ POOL SERVICE: 30 DAYS MISC. LIVE OAK E 0 Lnn Lc T 3 5go ^ N �o CgavL"23o o4 ilk V # 9 m7s11111111 0 m7s11111111