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83 W 9TH ST POOL18-0047 POOL INSTLLATION PERMIT SWIMMING POOL PERMIT PERMIT NUMBER r s, POOL18-0047 V CITY OF ATLANTIC BEACH ISSUED: 1/24/2019 800 SEMINOLE ROAD �io;;»�. ATLANTIC BEACH. FL 32233 EXPIRES: 7/23/2019 MUST CALL INSPECTION • • • 14) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • ' ! BUILDING CODEI NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK: SWIMMING POOL SWIMMING 83 W 9TH ST p00L RESIDENTIAL install swimming pool $10000.00 TYPE OF ZONING: :D • • • GROUP: 170813 0100 ATLANTIC BEACH SEC H COMPANY: ADDRESS: • A! ! • ' BANKS DARYL S 83 9TH ST W ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS ,Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: ,Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 1/24/2019 1 of 2 SWIMMING POOL PERMIT PERMIT NUMBER r S I POOL18-0047 V CITY OF ATLANTIC BEACH ISSUED: 1/24/2019 800 SEMINOLE ROAD —J;3 ATLANTIC BEACH. FL 32233 EXPIRES: 7/23/2019 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 feet minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 4S5-0000-208-0700 0 $3.11 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.08 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $362.69 Issued Date: 1/24/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Js id Building Department (To be assigned by the Building Department.) r 800 Seminole Road j �r Atlantic Beach, Florida 32233-5445 p `t Phone (904)247-5826 - Fax(904)247-5845 Q' Js E-mail: building-dept@coab.us Date routed. t `�t ( � 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: - �71n-- S __Pgpartment review required Yes o Buildin Applicant: ©\,O PI nin &Zonin Tree Administrator Project: AU( p04 ublicWorks Public Utilities Public Safety Fire Services Review fee $ _ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ODenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING /2. 2/ Reviewed by: f�7' Date: TREE ADMIN. Second Review: ®Approved as revised. []Denied. [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _Date---k 22—/1' FIRE SERVICES Third Review: ❑Approved as revised. ❑D nied. [-]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 10/9/18 Or&— City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED. P Job Address: 83 W 9TH STREET ATLANTIC BEACH, FL 32233 Permit Number: I- ()oL- [ u 4 — OC)`( Legal Description W 16FT LOT 5,E 23FT LOT 6 BLK 67 ATLANTIC BEACH SEC 18 18-34 RE# 170813-0100 Valuation of Work(Replacement Cost)$ 10,000.00 Heated/Cooled SF Non-Heated/Cooled 108 • Class of Work: mNew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo 4Pool ❑Window/Door • Use of existing/proposed structure(s): QCommercial ✓QResidential • If an existing structure, is a fire sprinkler system installed?: ❑Yes [Z]No • Will trees be removed in association with proposed romect? es must submit separate Tree Removal Permit ✓ONo Describe in detail the type of work to be performed: INSTALL A LAP POOL IN BACKYARD Florida Product Approval# for multiple products use product approval form Property Owner Information Name DARYL BANKS Address 83 W 9TH STREET ATLANTIC BEACH, FL 32233 City ATLANTIC BEACH State FL zip 32233 Phone (904) 685-2800 E-Mail DARYL@BANKSSURVEYORS.COM Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company N/A Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# E-Mail Architect Name& Phone# Engineer's Name&Phone# CARL THOMSPON JR. 423-781-7336 Workers Compensation Insurer OR Exempt V Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signa4e of Owner or Agent) (Signature of Contractor) A� Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this day of ernb �oijj b„ I r I� by — � (Signature of Notary) •t,,PY PU• MARISSALORDA MY COMMISSION#GG 218145 [ ]P rsonally Known OR EXPIRES:June 12,2022 ]Personally Known OR Produced Identification BondedThruNota Public Underwriters [ Y _ ] Produced Identification Type of Identification: Type of Identification: _ NOTES: LIMBAUGH ELECTRICAL CONTRACTORS WILL COMPLETE THE POOL BONDING AND ELECTRICAL. TABLE OF CONTENTS 1. Boundary Survey(Raised Seal) 2. Schematic Pool Design (Non-Engineering Drawing See Item 5 for Eng. Calcs) a. Entrapment location b. Light Location c. Step Location d. Drain Returns (Proposed Location) e. 3D Design and dimensions of Pool 3. Site Plan (Proposed Pool and Structures) (18x24) a. Pool Barrier(Install 5' Metal Fence (East/West across Backyard) b. Proposed Equipment C. Impervious Calculations d. Deck Plan (only pervious material-Rock, Pebble for decking) 4. Drainage Plan (Existing Elevations and Proposed Grading)(18x24) —On e a. Pool Barrier with Grades PROPERTY INFORMATION b. Existing Finish Floor Elevation of Residence ZONING c. Existing Grades at corner of lot d. Flow/Water Runoff RS-2 e. Proposed Grades and Flow SETBACKS FRONT 20 FEET 5. Deck Plan Detail SIDES 5 FEET REAR 10 FEET 6. Engineering Calculations(Raised Seal) IMPERVIOUS CALCULATIONS a. Structure Drawings DRIVEWAY TO R/W AND WALK=425 SQ-FT b. Structure Calcs FRONT PORCH=30 SQ-FT BACK PATIO= N/A SQ-FT c. No CCCL HOUSE=1,SO5 SQ-FT d. No Trees AC PAD=PLASTIC=0 SQ-FT POOL DECK=(ROCK PERVIOUS SURROUND)=0 SQ-FT e. No Underground Utilities f. No Wetlands PROPERTY=3,977 SQ-FT TOTAL IMPERVIOUS=1,960 SQ-FT 7. Additional Details&Specifications PERCENTAGE IMPERVIOUS=499/. a. Installation Manual (47 Pages) WATERSHED CALC AREA TO R/W i. Table of Contents Page 2 2,100 SQ-FT ii. Excavation/Grading Page 6-9 iii. Step Install Page 13 TREE CALCULATIONS iv. Rough Plumbing Main Drain Install 13-14 v. Light and Skimmer Page 16 NON-SHADE 0 INCHES vi. Deck design thickness Page 22 Vii. Plumbing Page 24-25 Viii. Skimmer Page 33-40 -S�:L`lj j� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road POOL- ( Q _ boq� Atlantic Beach, Florida 32233-5445 p Phone (904)247-5826 • Fax(904)247-5845 hrYf + ¢ r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: - - -- `S� D artment review required Yes No Buildin Applicant: L✓' n Q1 PI nin &Zonin \ tTree Administrator Project: AUI poc)1 Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: / Approved. [—]Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING / 2- 6_ Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 SLT;y� City of Atlantic Beach - APPLICATION NUMBER Building Department " ''� (To be assigned by the Building Department.) 8Seminole Road t a LiLC 2 C a f�DO l _ bo ca Atlantic Beach, Florida 32233-5445 6 208 r '- Phone (904)247-5826 • Fax(904) 247- 5 building-dept@coab.us Date routed: tE-mailBY ( � p City web-site: http://v4ww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: - � —" `S� D artment review required Yes No Buildin Applicant: Dy-,)0-04 PI nin &Zonin Tree Administrator Project: I f S�--a\ 5 W M Mi QUI po<) ublic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: I I BUILDING somt Nuts --bo lo*3p.+ La4c k& PLANNING &ZONING Reviewed b : Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:�_'_'�_' ate: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH Department of Public Works f J 1200 Sandpiper Lane AT x Atlantic Beach, FL 32233 1 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 12/27/18 Applicant: Daryl Banks Permit#: POOL18-0047 Email: darvl@bankssurveyors.com Review Status: DENIED Site Address: 83 W. 9th Street THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: 1' 'a • Documentation shows impervious areas are over the 50% allowed by City codeAPPVED PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed and approved prior to beginni g any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate Pool Permit is required. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers, JDog/Dennis Junk Removal). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly standout from the rest of the drawing on the sheet as a revision byway of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 1 of 1 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0047(Banks-Owner).docx OFFICE COPY Revision Request/Correction to Comments *"ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: A26L-I evision to Issued Permit OR 1w Corrections to Comments Date: C� 1 Project Address: J V V 3 k o e-e-� Contractor/Contact Name: ✓ ��-Y�— �'"`�'�� Contact Phone: g oq ' �O S �`�VV Email: SSrIJ 11T-Cor' Description of Proposed Revision/Corrections: Addi4-10Y% CaIe-Js MC.INw'r-1S , TI& I jDaI4 1 'Rah k� affirm the revision/correction to comments is inclusive of the proposed changes. (panted name) • Will proposed revision/corrections add additional square footage to original submittal? 9LNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? VNo []*Yes (additional increase in building value:$ ) (contractor must sign ifincrease invaluation) *Signature of Contractor/Agent: (Office Use Only) At"Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ ,5 0•00 Revision/Plan Review Comments Demartment Review Required: uilding Planning&Zoning Reviewed By Tree Administrator Public Works /- v22- 19 Public Utilities — Public Safety Date Fire Services Updated 10/17/18 l � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ±�, 5 ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 12/28/2018 Permit#: POOL18-0047 Site Address: 83 W 9TH ST Review Status: denied REM 170813 0100 Applicant: Property Owner: BANKS DARYL S Email: Email: daryl@bankssurveyors.com Phone: Phone: 9046852800 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Submit 2 copies of the SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET. I will attach a pdf that will give you the documents needed. This jurisdiction will final pool inspection involving the TDH worksheet. A psi. gauge will be required to be on the filter device and a mercury (vacuum Gauge) shall be on the pump. Submit 2 copies of all the pool's equipment technical documents/informational cut sheets. Pumps, f I heaters, drains (must be VGB-2008 Compliant), control systems, lights, etc. / Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us rnol i jc� 12-f V I C 1v Co �✓` ►'►'�P n ?L-r 12- 2 k Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date NOTICE OF COMMENCEMENT OFFICE COPY ♦ / 'PREPARE IN DUPLICATE) Permit No. O fJ _ / d ` /v-7Tax Folio No. # 170813-0100 State of TLORIDA County of DUVAL To whom it may concern: The undersigned hereby informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: W 16FT LOT 5,E 23FT LOT 6 BLK 67 ATLANTIC BEACH SEC H PLAT BOOK 18 PAGE 34 Address of property being improved: 83 W 9TH ST ATLANTIC BEACH, FL 32233 General description of improvements: ADD LAP POOL TO BACKYARD Owner DARYL BANKS Address 83 W 9TH STREET ATLANTIC BEACH,FL 32233 Owner's interest in site of the improvement 100% Fee Simple Titleholder(if other than owner) N/A Name Address Contractor Address Phone No. Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name N/A Address Phone No. Fax No. Name of person within the State of Florida,other than himself or herself,designated by owner upon whom notices or other documents may be served: Name NIA Address Phone No. Fax No. In addition to himself or herself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name N/A Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one 1 p' p' ( )year from the date of recording unless a different date is specified): ;�O •v THIS SPACE FOR RECORDER'S USE ONLY Signed:" DATE la�lolls Before me this day oT �Q� in the M 0 County of Duval.S ate of Fluida,has personally appeared --0 j �0.In ry5 herein by X himself/herself and aYflrms that all statements and declarations herein W are true and accurate C Z D L93 ItT1r r 3 ft La �1 n N D ft Y/ SSG 18 Notary Pudic at large.State 0177 f rl County of 4 -+ My commission expires: `' t'n Personally Known or Produced Identification C L CARL E . THOMPSON , JR . P . E . Serving the Industry Since 1984 Phone : (423)781 -7336 Fax: (423)781 -7337 Email :carl@tesengrs.com Website :tesengrs.com Mailing Address: P.O. Box 1500, Englewood, TN 37329 Project #: 124218 DWG #: EB-7867 Polymer Series 42" High Pools Wall Panel & Brace Calculations for 11 *fDIRA POOLS 543 South Main Street, Sweetwater, TN 37874 P.O. # 39206 Installation Address: Daryl Banks, 83 W. 9th Street,Atlantic Beach, FL 32233 OFFICE COPY 111illfir % .....• ��� :••• CE �• 'moi No. 36539 ar 1 �0: STATE OF t�WZ. i X% s+•' OR I •......••'•� $ •,BONA L December 3, 2018 This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. Project Job Ref. Polymer Series 42"High Pools ���� Project#:124218 �� �•...... . S' ce *T* P.O.#39206 Daryl Banks DWG EB-7867 ��� C ly Section Sheet no./rev. 9 CARL E.THOMPSON,JR.,P.E. Wall Panel&Brace Calculations 2 P.O.Box 1500,Englewood,TN 37329 ' Phone:(423)781-7336 Fax:(423)781-7337 Cak.by Date Chk'd by Date D.J.W. 12/3/2018 C.E.T. 12/3/2018 =�Q; STATE OF rz,� r ; ..,o40 R I OR1 These calculations are in compliance with the folowing national& state codes: 11VI AL�����`` 0 1. Florida Building Code 6 Edition(2017)Residential 2. International Residential Building Code(IBC)2015 3. International Swimming Pool&Spa Code(ISPSC)2015 4. ANSFAPSP/ICC-5 2011 Residential Inground Swiming Pools Parameter Definitions & Values Soil Properties(Assumed)Sandy Silt Unit Weight of Dry Soil Wd =105 Ib/ft' Unit Weight of Saturated Soil W, =135 Ib/ft' Soil Friction Angle } =30° degrees Lateral Active Soil Coefficient K.=(tan(45°- /2))2 =0.333 Equivalent Active Unit Weight of Dry Soil,K,*Wd yd=Ka x Wd =35 lb/ft' Equivalent Active Unit Weight of Saturated Soil, K,*W, y`=K.x W. =45 lb/ft' Unit Weigth of Water yW=62.4 lb/ft'--62.4 lb/ft Soil&Concrete Friction Factor µ =0.45 Allowable Soil Bearing Capacity Bearing_c, in, =1500 lb/ft Diminsions&Material Properties Braces,Channels,Pannels&Stiffeners Allowable Bending Stress of Polymer Fb =5.1 ksi Allowable Compressive Stress of Polymer F, =3.7 ksi Allowable Shear Stress of Polymer F, =1.8 ksi Allowable Tensile Stress of Polymer F, =3.7 ksi Panel,Stiffener Thickness tv =0.30 in Panel Height h -3.60 ft Water Depth hW =3.00 ft Effective Height of Panel ham=h-t, =2.833 ft Maximum Radius of Panel R =9.00 ft Effective Height/Length of Stiffener,hff L, =2.83 ft Nominal Depth of Stiffener D =3.75 in Maximum Brace Spacing L� =6.00 ft Panel Tributary Width to Vertical Stiffeners B,,;b=(12 in+24 in)/2 - 1.500 ft Concrete Bond Beam Compressive Strength of Concrete f, -2500 psi Thickness of Base Pour tc =8.00 in Width of Base Pour B, =2.00 ft Unit Weight of Concrete ye =145 lb/ft' Nylon Bolts Allowable Tensile Stress F, ft. =11.2 ksi Allowable Shear Stress F„ fastener =8.7 ksi Calculation Assumptions: J a. Controling conditions(i.e.brace spacing,panel dimensions,etc.)forth the 42"high panel system are used in this analysis. O b. The 6 foot long wall panel is the longest panel used with this pool system & contains the largest spacing between horizontal & a vertical panel stiffeners. All other panels are shorter in length &have horizontal &vertical stiffeners no greater than that of the 6 IL foot long wall panel.Full height vertical stifeners considered only. c. The concrete base pour(i.e.bond beam)provides a minimum of 8 inches of vertical support to the panels,stiffeners&braces. a d. Refer to the last page for more Material/Installation Assumptions. DID This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. Project Job Ref. ,,,111111111/11''r� Polymer Series 42" High Pools Project#:124218 �� �.•........•• � P.O.#39206 Daryl Banks DWG t.EB-7867 $ •.v ce * • Section Sheet no./rev. � • CARL E.THOMPSON,JR.,P.E. Wall Panel&Brace Calculations 3 P.O.Box 1500,Englewood,TN 37329 Phone:(423)781-7336 Fax:(423)781-7337 Calc.by Date Chk'd by Date D.J.W. 12/3/2018 C.E.T. 12/3/2018 :gyp STATE QF ,�•. A, 1,Zi3'1 • �• Structural Analysis Loading Conditions(per linear foot of pool Wall) FULL POOL& DRY BACKFILL - --r- Total Lateral Dry Soil Load,Pd=(Ydxh')/2=214.375 lb/ft Total Lateral Water Load,PW=(ywxhw2)/2=280.8001b/ft I H Total Lateral Load Per Unit Length,P=PW-Pd=66.425 lb/ft HA Approximate Distributed Panel Load,P„�t=P/h=18.979 psf P o FULL POOL&SATURATED BACKFILL ` _ w uz . Total Lateral Saturated Soil Load,P,=(y,xh2)/2=275.625 lb/ft Total Lateral Load Per Unit Length,P=PW-P,=5.175 Ib/ft \ H Approximate Distributed Panel Load,Pt,,=P/h=1.479 psf H" —P s P EMPTY POOL&DRY BACKFILL(WORST CASE CONDITION) Total Lateral Dry Soil Load,Pd=214.375 lb/ft Approximate Distributed Panel Load,P„,,=Pd/h=61.250 psf h FLAT PANEL ANALYSIS �-P Effective Panel Load(soil load on panel),P'-Yd x hof/2=140.486 lb/ft -L-- - —-_-- Aproximate Distributed Panel Load,P'„e,=P'/hff=49.583 psf Largest Unsupported Panel Area(ignoring minor stifners in panel), I x b: 1=24 in b= 16 Qt = .4356+(b/1-1.4)x ((.4680-.4356)/(1.6-1.4))=0.3168 ❑Q� x * A* WU-, Actual Bending Stress,fb=RI x P'18,x 12/t 2=0.698 ksi 4, FX-. F ANrF.<. %Stressed=fb/Fb_1811e1=3.1% Factor of Safety,FS=Fb_,.,,i/fb=32.229 x 1.0 OK 1 Reference for bending stress of panel,Roark's Formulas for Stress and Strain,7th Edition. Table 11.4 Formulas for Flat Plates with Straight Boundarys and Constant Thickness. Case#: 8. Rectangular Plate: all edges fixed. Loading Case#: 8a. Uniform over entire plate.(At center of long edge) Note:Panel stiffeners are used to reduce deflection,even though panel stress is low. RADIAL PANEL ANALYSIS Compression Analysis to P'=Yd x h W/2=140.486 lb/ft -P' am Aproximate Distributed Panel Load,P'.=P'/hff=49.583 psf I FA Side 0 Actual Compressive Stress,fc=P',,.x R/tp=0.124 ksi %Stressed=f,/F�=3.4% Factor of Safety, FS,=F,/1c=29.849 >=1.0 OK Tension Analysis Pool Side Actual Tension Stress,f,=P'„a,x R/tp-0.124 ksi %Stressed=f,/Ft=3.4% ✓ } Factor of Safety, FS,=F,/f=29.849 >=1.0 OK \�- This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. Project Job Ref. ,`%%%t t t t 181/1�� Polymer Series 42" High Pools ��� ItSMA Project* 124218 �� �G••.......• S P.O.#39206 Daryl Banks DWG#.E&7887 % C IV o O � Section Sheet no./rev. 9 CARL E.THOMPSON,JR.,P.E. Wall Panel&Brace Calculations 4 P.O.Box 1500,Englewood,TN 37329 Calc.by Date Chk'd by Date Phone:(423)781-7336 Fax:(423)781-7337 • ` • STATE OF ; D.J.W. 12/3/2018 C.E.T. 12/3/2018 0* 4lI • �, ,�•, A, OR I ' ♦ . BENDING ALONG VERTICAL AXIS AT VERTICAL STIFFENER (Assume end are fixed at flanges&ignores vertical stiffeners) Stiffener Section Modulus(V-Stiffener),S„= 1.0478 in3 P'=Yd x hff2/2=140.486 Ib/ft Maximum Vertical Stiffener Moment,M,=(2 x P'x L,x B1b)/(9 x 4(3))=76.513 lb-ft Actual Bending Stress,fb=M,/S,,=0.876 ksi %Stressed=fb/Fb=17.2% 5.175" Factor of Safety, FS=Fb/fb=5.820 >=1.0 OK 1 0.375" 0.3' F- 0.8675" + 3.45" 2.8825" --I �-0.25" Vertical Stiffener Arra: A-2.6134 in' C-2.8825 in MonwW of imrtir I=3.0204 in` S-I/C-3.0204 in`12.8825 in-1.0478 in' BENDING ALONG HORIZONTAL AXIS AT TOP HORIZONTAL STIFFENER (Assume panel length governs as maximum spacing between braces&ignors horizontal stiffeners) Stiffener Section Modulus(H-Stiffener),Sh=0.9592 in' 3.75" P'=Yd x h�/2=140.486 Ib/ft 0.375" Load Along the Top Flange,Pp=P'/3=46.829 Maximum Bending Moment,M,=(Pt,x L-2)/8=210.729 lb-ft Actual Bending Stress,fb-M,!Sh-2636312 psi %Stressed=fb/Fb=51.7% 2.775" 2.4" Factor of Safety, FS=Fb/fb=1.935 >-1.0 OK 0.3" � 0 1.1407" 2.6093" Horizontal Stiffener Area: A=1.8926 in' C=2.6093 in Momak of bwfi: I=2.5028 in` S=I/C-2.5028 in`/2.6093 in=0.9592 in' This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. Project Job Ref. ,,,tt11I Polymer Series 42" High PoolsProject#:124218 ♦♦♦♦� �. Mps' P.O.#39206 Daryl Banks DWG#:E&7867 ���` .: � ce • Section Sheet no./rev. 4% 9 •• •. CARL E.THOMPSON,JR.,P.E. Wall Panel&Brace Calculations 5 P.O.Box 1500,Englewood,TN 37329 ' Plane:(423)781-7336 Fax:(423)781-7337 Calc.by Date Chk'd by Date '�; ;It D.J.W. 12/3/2018 C.E.T. 12/3/2018 =�Q; STATE OF �, .c�• i�F. ,c4 O R p G��♦' ts• '••.........•. OVERTURNING ANALYSIS i VIVA L (Moments taken about point A with concrete bond beam in place.Calculated per unit foot of wall) ,,r���� Resisting Moment Arm,a,„,=Bc/2+D=1.313 ft Overturning Moment Arm,aiii2=h/3=1.167 ft Weight of Backfill,Pb=Bc x heff x Wd x 1 ft=595.000 lb Pb Weight of Concrete,Pc=Yc x tc x B.x 1 ft=193.333 Ib Applied Vertical Load,P,,;,,;,w=Pb+Pc=788,333 Ib " h Resisting Moment due to Backfill,Mbackfii=Pb x am;=780.937 lb ft `' Pd Resisting Moment due to Concrete,Moon,,, =Pc x a ,=253.750 lb_ft Pc h/3-1t Sumation of Resisting Moments,E;Mre,isting=Mbackfii+Mconcrete=1034.687 lb–ft tc Lateral Force Due to Backfill,Pd= (Yd x hZ x 1 ft)/2=214.375 lb A Sumation of Overturning Momnets,E;MaI.,,,,=Mwil=Pd x arny=250.104 lb ft Overturning Factor of Safety, FSavert„ming=Mraai,ting/Ma,«tam=4.137 >-1.5 OK BEARING ANALYSIS Foundation Load Eccentricity,e=Mo,en„m/(Pb+Pc)=0.317 ft OK,Resultant in Middle Third Soil Bearing Load,Bearing_joad=((Pb+Pe)/(Bc x 1 ft)) x (1 +(6 x e)/Bc)=769.323 lb/ft2 Bearing Factor of Safety,FSB.,;g-Bearingpn,/Bearing_joad–1.950 — 1.0 OK,Actual Load is Less Than Allowable Load SLIDING ANALYSIS (Concrete bond beam in place.Calculated per unit foot of wall) Weight of Backfill,Pb–Bc x hell x Wd x 1 ft=595.000 lb Weight of Concrete,Pc=y,x tc x Bc x 1 ft=193.333 lb { - –uF.,,itr�Fiir– Sumation of Sliding Resistance Force,E;PfeSiS1it�=µx (Pb+ Pc)=354.750 Ib Pb Lateral Sliding Force Due to Backfill,E;PI;diog=Pd= (Yd x h2 x 1 ft)/2=214.375 Ib or Sliding Factor of Safety, FSgiding=Pmisting/Piliain =1.655 x 1.5 OK �0 h p\\�Pd C\1 (Pb+Pc)*P _ �k_ k- Be�� J 0 Q 30 This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. Project Job Ref. ,`',will 111""I � Polymer Series 42" High Pools Project*124218 ��� 're. . Mps' CP.O.#39206 Daryl Banks DWG#.EB-7867 '; C ft. iN �, Section Sheet no./rev.0 *To CARL9 ,- E.THOMPSON,JR.,P.E. Wall Panel&Brace Calculations 6 P.O.Box 1500,Englewood,TN 37329 Calc.by Date Chk'd by Date 'O Phone:(423)781-7336 Fax:(423)781-7337 •A STATE OF D.J.W. 12/3/2018 C.E.T. 12/3/2018 ��O.c�••• 1Z/3/1 •• �� BRACE ANALYSIS(WORST CASE) et;VIVA���� (Concrete bond beam in place) Width of Brace at Top of Bond Beam,Bb,.,..=20.25 in r Height of Brace Connection,hbtaee=37.75 in } o Cross Sectional Area of Brace(worst case),Abnce= 1.344 int Reactions at Bolt Connections Maximum Horizontal Force Resultant at Brace,Pb,,,,=P'x Le=842.917 Ib Height of Resultant Force,hroacuon= t,+hen /3=19.333 in Axial Tensile Force in Diagonal Brace,Pasi,t=(Pb„.x h,.,6./hbfC,)x(4(B,.'+hb.2)/Bb.)=913.234 lb 1 ; Actual Tensile Stress in Diagonal Brace,f,=P,x;,t/Abram=0.679 ksi LT %Stressed=f,/Ft=18.4% Factor of Safety, FSt=F,/f,=5.445 x 1.0 OK n J� SECTION THRU BRACE MEMBER (AREA=1.344 in) BOLT ANALYSIS(WORST CASE) (Check shear in bolt at brace to panel connection.Assumes only 1 of 4 bolt takes all the load for conservative analysis) 3/8"0 Nylon Bolt Area,Abut,=(0.375 in)2 x n/4=0.110 int Brace to Panel Connection Max Reaction at Bolts,Pte,=Pbni e=842.917 lb Actual Bolt Shear Stress,f„fastener=PB„/Ab.„=7.632 ksi %Stressed=f,, fastener/F„fastener=87.7% Factor of Safety, FS.-f..- =F„fastener /f fastener=1.140 x 1.0 OK Panel to Panel Connection Bolt Spacing,Bolt spacing= 12 in(Worst Case Spacing) Aproximate Distributed Panel Load,P'fe1-P'/heff-49.583 psf O Max Tensile Force,T=P',,4 x R=446.250 lb/ft Actual Bolt Tensile Stress,ft fastener=(T x Bolt spacing)/Aboh=4.040 ksi %Stressed=ft_f,,ener/Ft_las,,, ,=36.1% Bolt— Spacing) of Safety, FSt fastener=Ft fastener /ft fastener=2.772 y=1.0 OK This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. ` Project Job Ref. 'ttli 11111111 Polymer Series 42" High Pools Project*124218 x%00, G;I. Jr P.O.#39206 Daryl Banks DWG#:E&7867 ���� '��.:'• CNco S • ± • Section Sheet no./rev. � .3� 9 •'v • CARL E.THOMPSON,JR.,P.E. Wall Panel&Brace Calculations 7 P.O.Box 1500,Englewood,IN 37329 Phone:(423)781-7336 Fax:(423)781-7337 Calc.by Date Chk'd by Date D.J.W. 12/3/2018 C.E.T. 12/3/2018 :gyp; STATE OF •;��/� �, ,�•• ,c 1 Zi 3, 1 p.•: ♦ . MATERIAL/INSTALLATION ASSUMPTIONS ellI IVAL 10���` 1. These structural calculations shall be considered void if not complete (page 1-7) & do not contain a raised or Digital P.E. review seal&color signature. 2. Soil pressure used in these calculations constitute those soils which are in their active state & have a maximum equivalent fluid pressure equal to 35 lb/112 under non-saturated conditions & to 45 lb/ft under saturated conditions. See Soil Properties section for more soil type assumptions used in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high ground water table conditions or adjacent non-compacted soil fill conditions. If the existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein,the pool purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional guidance & direction, prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots & debris, installed & carefully tamped to eliminate voids, in layers not exceeding 12 in thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in item 2 above. Lastly backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations.Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty,these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces(from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet(s). When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Hydra Pools,or it's agent immediately for instructions.Temporary shoring of the pool panels is highly recommended. 5. Wall panel, brace&panel/brace fastener sizes,thickness, dimensional characteristics, material properties& strength used in these calculations were provided by Hydra Pools. These calculations assume that these elements have uniform thicknesses, sizes & material properties/strengths & that they are free of defects. these calculations cover only those elements identified herein & do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by approved distributors/contractors. 6. Pool system is not designed for earthquake or surcharge loading(i.e.neighboring structures,vehicles,trees,equipment,etc.). 7. Finished decks&/or grades shall be constructed in accordance with the pool manufacture's guidelines&be sloped away from the pool copings at a rate not less than 1/4"per linear foot. 8. Concrete bond beam dimensions shall be 8"x T-0"minimum. 9. Refer to the pool Manufacturer's Installation Manual for additional restrictions, requirements, guidelines & recommendations. to J This calculation is valid only for installation address listed on cover sheet and is null and void unless sealed,signed and dated by C.E.T.. Use of this calculation without the express written consent of C.E.T.,T.E.S.and Hydra Pools is strictly prohibited. NOTES: LIMBAUGH ELECTRICAL CONTRACTORS WILL COMPLETE THE POOL BONDING AND ELECTRICAL. TABLE OF CONTENTS JOB COPY 1. Boundary Survey(Raised Seal) 2. Schematic Pool Design (Non-Engineering Drawing See Item 5 for Eng. Calcs) a. Entrapment location b. Light Location c. Step Location d. Drain Returns (Proposed Location) e. 3D Design and dimensions of Pool 3. Site Plan (Proposed Pool and Structures) (18x24) c-> nQ-- a. Pool Barrier (Install 5' Metal Fence (East/West across Backyard) b. Proposed Equipment c. Impervious Calculations d. Deck Plan (only pervious material-Rock, Pebble for decking) 4. Drainage Plan (Existing Elevations and Proposed Grading) (18x24) '-Ort EL a. Pool Barrier with Grades PROPERTY INFORMATION b. Existing Finish Floor Elevation of Residence ZONING c. Existing Grades at corner of lot RS-2 d. Flow/Water Runoff e. Proposed Grades and Flow SETBACKS FRONT 20 FEET 5. Deck Plan Detail SIDES 5 FEET REAR 10 FEET 6. Engineering Calculations(Raised Seal) IMPERVIOUS CALCULATIONS a. Structure Drawings DRIVEWAY TO R/W AND WALK=425 SQ-FT FRONT PORCH=30 SQ-FT b. Structure Calcs BACK PATIO= N/A SQ-FT c. No CCCL HOUSE=1,505 SQ-FT d. No Trees AC PAD=PLASTIC=0 SQ-FT POOL DECK=(ROCK PERVIOUS SURROUND)=0 SQ-FT e. No Underground Utilities f. No Wetlands PROPERTY=3,977 SQ-FT TOTAL IMPERVIOUS=1,960 SQ-FT PERCENTAGE IMPERVIOUS=49% 7. Additional Details&Specifications a. Installation Manual (47 Pages) WATERSHED CALC AREA TO R/W i. Table of Contents Page 2 2,100 so-FT ii. Excavation/Grading Page 6-9 iii. Step Install Page 13 TREE CALCULATIONS iv. Rough Plumbing Main Drain Install 13-14 NON-SHADE 0 INCHES v. Light and Skimmer Page 16 vi. Deck design thickness Page 22 vii. Plumbing Page 24-25 viii. Skimmer Page 33-40 OFFICE COPY TABLE OF CONTENTS 1. Purchase Order for parts 2. Total Dynamic Head Calculations a. Simplified TDH Sheet Filled Out b. TDH Calculations c. Schematic for fittings d. Schematic for fittings with heater 3. Hayward Returns Specifications 4. Hayward Main Drain Specifications and Manual S. Hayward Heater Manual 6. Hayward Salt Chlorinator 7. Hayward Pump Manual 1�'r — t o OFFICE COPY daryl@bankssurveyors.com From: Pool Warehouse <noreply@poolwarehouse.com> Sent: Friday, November 2, 2018 3:16 PM To: daryl@bankssurveyors.com Subject: Invoice for order 39206 RAIPOOL KITS POOL COVERS POOL LINERS GAME TABLES __-A-800-515-1747 THANKS FOR SHOPPING WITH US Please make your check out to Pool Warehouse for the total amount then email a picture of your check to sales@poolwarehouse.com we will call to confirm your order. Order #39206 (November 2, 2018) Product Quantity Price Custom Pool Kits 1 $9,720.00 Pool Size: Lap (6' x 18' Lap Pool Kit) Pool Walls: Polymer ($4,995.00) Pool Direction: Pool Direction - Non-Directional Pool Liner: Liner - 28 Mil - Embossed Caribbean Pebble (Designer Series) ($750.00) Pool Bottom: Pool Bottom - Standard Non-Diving Pool 3'4" Shallow End With 6' Deep End Corner Radius: Corner Radius - Grecian Corner Pool Coping: 1 Pool Kit Plumbing - " Deluxe OFFICE COPY Plumbing Kit (1-104030 ($495.00) Pool Cleaner: None Pool Light #1: � wu� I �S �fp `1,�, Light - 300W UNIVERS d LED 12V 3 RANSFORMER OU W t2 pVrjb ��" A NICHE ($795.00) Pool Light #2: S P o S g O 100 None Pool Heater: Heater - Hayward Universal H-Series 150k btu digital propane (HAY-15-739) ($1,395.00) Pool Diving Board: None Slides: None Pool Alarm: None Pool Handrail: Pool Handrail - Stainless Steel Handrail With Escushions (H02536PG) Pool Ladder: Pool Ladder - Stainless Steel Deep End Ladder With Escushions (1- H00692PG) Handrail & Ladder Anchors: Hand Rail - Ladder Anchors - 1 Bronze Handrail & Ladder Anchor (H00806BC) ($125.00) Pool Wall Padding: Steel Padding - 1 Roll Of Foam Padding & 2 Cans Of Spray Adhesive (WALLFOAMKIT1) ($140.00) Maintenance Kit: Safety Rope - Safety Rope & Rope Anchors (H09003PG, H01 183F) Lift Gate Service: 3 Coping - Cantilever Coping For Bricks OFFICE COPY or Stone Around The Pool & Step Pool Wall Braces: Brace - Polymer Deck Support Brace, With Stake - Standard On Polymer Kits (P5) Pool Step: None Liner Over Pool Step: Steel Steps - 6ft Wide Straight Step HSS6LT3 (HSS6LT3-1-1) ($295.00) Step Location: Step Location - Center End Of Pool (Center End (no-charge)) Spill Over Spa: None Pool Bench: None In Pool Spa: None Pool Step Jet Kit: None Deck Jets: None S 01 NIS Pool Pump: a-( d Mix 0 V S Pool Pum �HPcel (P�f "ornal bblSI Pu r*► G) C' •"� k Pool Filter: _ Mount Sand Filter 1.5�+ 6 =agsof Sand (H00613PG) Pool Skimmer: Skimmer - Standard Skimmers, 3 returns And 2 Main Drains (H01628N, H00982N x3, H028572 x2) Salt Water System: Styles - Hayward Aqua Rite 15k Gallon Salt System (H09012) ($695.00) Pool Plumbing Kit: 2 OFFICE COPY TDH Calculation Options ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Filtration Pump i� Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet–Fill in all blanks pool Water Voume� 13 _360= V3gpm=filtration flow rate Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes—NO—& required blanks on worksheet&attach If so,what is the auxiliary flow rate 0 epm calculations Maximum Flow Rate 3g wpm(maximum auxiliary pool loads or O Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump Notes: The pool filtration flow rate shall not be greater tiiwjjjie rate needed 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours o4 36 whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains,use appropriate side wall unt shall be sized to have a ow rate o 36 drain flow as published by manufacturer p p fl f gpm or less. 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps �'$ inch maximum flow Return Pipe size @ 8 FPS /' inch 4. See installation instructions for number of Filter Factors:(Cartridge.375)or(D.E 2)or(Sand V) ports to be used �5 S. In-Floor suction outlet cover/grate must 2• If, conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) z, A112.19.8 and be embossed with that edition Filter Make/Size yAy'k),9 P s 2207- approval Backwash valve?Yes No X 6. Pump,Filter and Heater make and model (if yes,mus nth min) cannot change,and equipment location cannot Pump Selection from APSP database on Cury A(less t n 17000 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet for Model H� iJJl�17/I�AxrLO 2302 VSP annroval ff� Flow Rate(low speed) Pin @ s rpm Velocity-Feet Per Second Flow Rate(high speed) O epm y�vipm(not required Pipe Size 6 FPS 8 FPS 10 FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' Pump Controls AJJA 2" 62 gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' Standard time clock/2 speed time clock or other Z 3" 136gpm 0.04' 181 gpm .07' 227 m .10' Heater Model Mr+Y 4" 234 gpm 0.03' 313 gpm .OS' 392 gpm .07' 6" 534 gpm_l 0.02' 712 gpml .03' Notes:suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18"of straight pipe after the filter for solar. /Za�9 Date Swimming Pool Specifications for: V, Owner: DAA?fV,L► 9WAA,<< �1/ Contractors Signature Address 23 J4• A� ye- S�IAJX.S' City,State,zip Af/an el Bowe J,,Az a?z,-U Print Name vih GeG 3 Certification Number goy. &SEL Z k 6 Telephone Number ANSI/APSP-7, 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate OFFICE COPY Minimum Flow Rate Required: 3Sgpm per skimmer (required: 1 skimmer per 800 sq ft of urf. area) 1a � 5 -3,143 C5,qi� 1. Calculate Pool Volume X X 7.48 (gal./cubic foot) = (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 4�1 X 60 (min / hour) = 3G O (Hours) (Turnover in min) 6 3. Determine Max Flow Rate 3,/113 / 560 + 24.2- = 3s: O (Volume in Gallons) ('Turnover in Min) (Pool Flow Rate) (System Flow Rate) 4. Spa Jets: D X GPM per jet = flow rate (No of lets) (let Flow) (Total let Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine Pine Sizes: Branch Piping to be 4 S inch to keep velocity @ 6 fps max. at 35 gpm Maximum System Flow Rate Suction Piping to be / inch to keep velocity @ 8 fps max.at 35 gprn Maximum System Flow Rate Return Piping to be /' inch to keep velocity @ 10 fps max.at gpm Maximum System Flow Rate Determine Simplified TDH: � 1. Distance from pool,to pump in Ft: 12 f Jt/U >� Tof�i 2. Friction loss(in suction pipe) in V9 inch pipe per 1 t. @ gpm =35 (from pipe flow/friction loss chart) 3. Friction loss(in return pipe) in 1. 15 inch pipe per 1 t. Cul gpm = 35 (from pipe flow/friction loss chart) 4. Ie?• b X 6. 071- _ /• y (Length of Suction Pipe) (Ft of head/I ft of Pipc) (TDH Suction Pipe) 5. !110 X o. 67 y _ 10 . It (Length of Suction Pipe) (Ft of head/l ft of Pile) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) TDH in Pipit Filter loss in TDH (from filter data sheet) Velocity•Feet Per Second �. Pipe Size FPS 8FP5 10 FPS Heater loss in TDH (from heater data sheet) 1.5" 37 ppm 0..850 ppm .14' 62 ppm .21' Total all other loss r °692pn 1083 pp14pm62 ° 16 2.5' 88ppm 005' 117 pm .03' Total Dynamic Head (TDH) U 3" 136 ppm 0.04' 181 ppm .07' 227 ppm .10' Selected PumpandMain Drain Cover: �o :75-LP\ Pump selection#AY '2302 t,Sp using pump curve for TDH&System Flow Rate (Pump model and size in HP) //Z5 Main Drain Gover H-OZ P57Z c ?SfysMte-m'Flow Rate must not exceed approved cover flow rates) (Pump model and size in IIP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Tyoe of Required In-floor Suction Outlets: (Check all that apply) IX O 3' O Z suction outlets @ 3 5 -t(0 gpm max. flow (see note 2) n O O O suction outlets @ gpm max. flow (see note 3) n channel drain @ gpm w/ ports (see note 4) Total Head In Feet Conversion Chart Inches Mercury(Vacuum Gauge) 0 1 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.8 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 1 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 *29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38,8 ' 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 1 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 16 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 18 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 $7.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 1 46.2 48.4 50.7 32.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 1 50.7 53 55.2 57.5 59.8 62 64.3 68.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 1 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 60.6 82.9 65.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 62.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 69.8 92 94.3 96.6 34 78.5 1 80.8 83.1 85.3 87.6 89.8 92.1 94.4 98.6 98.9 3S 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. **GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. Friction Loss in linear feet of pipe (ft) \ OFFICE COPY 90 Degree Bends 2.5 4 5.7 45 Elbow 1.4 2.1 2.6 Tee 1.7 2.7 4 Tee Branch 6 8.4 12 Check Valve 11.2 15.2 19.1 * Exclude Skimmer Pipe Count Pipe (ft) 90 Degree Bends 4 5 20 45 Elbow 2.1 2 4.2 Tee 2.7 1 2.7 Tee Branch 8.4 0 0 Check Valve 15.2 2 —30.4 - SOFA SOFA 2ft 2 4.0 TDH uip ent Pu Filt r H ater Pipe Horizontal 12 Pipe Vertical 7 Total 19 57.3 Total Pipe Friction loss (1.5 pipe 35 gpm) = 0.08 6.104 TDH SOFA 4 10.104 TDH ft Count Pipe (ft) 90 Degree Bends 4 8 32 45 Elbow 2.1 2 4.2 Tee 2.7 1 2.7 Tee Branch 8.4 1 8.4 Check Valve 15.2 3 45.6 OFFICE COP ; Equipment ft head Salt 1 Pump 2.6 Filter 2.6 Heater 2.6 Pipe Horizontal 120 Pipe Vertical 21 (,� 141 ISI Total Pipe 202 Friction loss(1.5 pipe 35 gpm)=0.08 6.16 TDF Equipment 8.8 24.96 TDH ft Total Dynamic Head(ft) Total Suction 10.1 Total Return 16.1 Total Equipment 8.8 TDH 35 POOL PLUMBING DIAGRAMS PUMP9 SALT CELL RETURN LINE —SUCTION LINES RETURN LINE RETURN LINE i GG � r S't'ANt3aRD' �tMMEIt �; MAiN DRAfNS RETURN RETURN ' � � . CD OFFICE COPY Bonding and Plumbing diagram Fig. 2 Pool House Breaker Box Power Supply Wire corcluits and Grounding -- - 1/3 Ib Check Valve (Not Supplied) — 1 2 \\ Bypass 4 Valves 4 /� \Chemical a feeder j � 1 1 filter I 4--Pool Pump Heat Pump / Fig. 3 out In Heater fO4PEN ball valve bypasses 1 0 OWNER'S MANUAL HAYWARKY SP1424 & SP1425 Series Return Inlets OFFICE COP° Wall Inlets Adjustable and Non-Adjustable --- _ Model No. Description O0 SP-1424 All, 1 11" FIP x 2" MIP ® p 4-1/4` SP-14245 All. 1 Y2"SKT x 2"MIP SP-1424 provides full range of flow adjustments,line testing and winterizing. Internal spinner valve disc and 0-Ring is # adjustable thru center hole in grate. White Body and Grate. °0"RINWNPT — SP-1424 21B' 2"NPT 1-1/2" Illustrated. Floor inlet Fully Adjustable Model Description ® SP-1425 1 Y2" FIP x 2" MIP 416„ ® 4- /a° SP-14255 1 Y2" SKT x 2" MIP ` Installs in pool floor to provide uniform, ^ t — efficient,high velocity 36011 distribution of water.Top drffuser plate is stationary and automatically provides proper flow angle away from floor to prevent staining or White Body and Flusher "0"RING 2'5/18 erosion.A full range of tamperproof flow Diffuser Plate. 2•NPT =- settings, plus line testing and winterizing,is 1-1/2°NPT achieved by means of an internal spinner valve disc and 0-Ring seal. SP1424 & SP142S—Head Loss (PSI) 1 • .. Full Open 0 0 0 0 0 0.25 0.4 0.7 Y�Open 0 0 0.25 0.5 0.7 1.0 1.5 2.1 Open 0 0.25 0.5 1.3 2.5 3.5 - - Note: Follow proper hydraulic principles with regard to pipe si;e<�1 Y:"pipe Max.flow 50gpm, 2"pipe MVi .flow 85gpm Hayward IMG , 2875 Pomona Blv .-P-om na 91768 CA � \ OFFICE COPY 0,. HAYWARU 1523115VSP Rev-A MaxFlo VS TM Owner's Manual 44 m 1 Model SP23115VSP ( 1 MaxFlo VS Variable Speed Pump Hayward's MaxFlo VS variable speed pump delivers incredible energy savings via its advanced hydraulic design combined with a totally enclosed, permanent magnet motor. The MaxFlo VS pump is easily installed either as a programmable stand-alone pump or with a Hayward or third party controller and features an easy-to-use digital control interface that can be mounted in four different positions on the pump or removed and mounted on the wall for total user convenience. Note: To prevent potential injury and to avoid unnecessary service calls, read this manual carefully and completely. Unless otherwise stated, instructions in this manual apply to both pump models. SAVE THIS INSTRUCTION MANUAL Hayward Pool Products 62o Division St, Elizabeth, N) 07201 Phone: (9o8) 351-5400 www.haywardpool.com