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1913 SELVA MARINA DR POOL18-0002 POOL PERMIT !.:Ly f, J1 'r4ilit��t } s„ CITY OF ATLANTIC BEACH - :' f,-) 800 SEMINOLE ROAD �� ATLANTIC BEACH, FL 32233 4013 a. INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0002 Description: inground concrete swimming pool Estimated Value: 29250 Issue Date: 2/5/2018 Expiration Date: 8/4/2018 PROPERTY ADDRESS: Address: 1913 SELVA MARINA DR RE Number: 172020 0854 PROPERTY OWNER: Name: PINEDA CHARLES CHRISTOPHER Address: 1913 SELVA MARINA DR ATLANTIC BEACH, FL 32233-4519 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: Florida Luxury Pools, Inc. Address: 205 S Street ST NEPTUNE BEACH, FL 32266 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER (-:/i.Aiprjr, e i1 Building Department (To be assigned by the Building Department.) 'n\ 4r800 Seminole Road �(� Q ., Atlantic Beach, Florida 32233-5445 t' OOLl 0-O06 \J� Phone(904)247-5826 • Fax(904)247-5845 cji-lE) E-mail: building-dept@coab.us Date routed: 01 \ O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ‘Ct 3SpA,\)0\ \.J t C)0. De artment review required Yes o Building Applicant: Planning &to-ftingl Tree Administrator • Project: t A ())-(t`vl.nd VDD\ public Wor s Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection • Florida Dept. of Transportation j 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. KrDenied. ❑Not applicable (Circle one.) Comments: BUILDING ,� � PLANNING &ZONING Reviewed by: / r ')"— Date: / '/0 -Zc TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewedby:• / Date: 2— FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �" ' \s, CITY OF ATLANTIC BEACH r. 800 SEMINOLE ROAD 1 .7)' yy ATLANTIC BEACH,FL 32233 OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 1.10.2018 Permit#: POOL18-0002 Applicant: Florida Luxury Pools, Inc. Site Address: 1913 Selva Marina Dr. Site Address: 74 Levy Road,A.B. Review: 1 Phone: 226.1526; 361.8074 RE#: 172020-0854 Email: _brad(a luxurvpools jax.com Homeowner: Kimberly Pineda,412.9601 CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. Submit a cover page that list all applicable Florida Building Codes that pertain to the construction/installation of this underground pool. 2 copies. FBC-Residential, 6th Edition (2017) Chapter 45 Private Swimming Pools i) R4501.3 Mechanical Requirements 3) R450.6 Engineering design, R4501.6.1 Conformance Standards 4) FBC-Residential, 6th Edition (2017) Chapter 42 Swimming Pools [Electrical Provisions] 2. Resubmit the page titled, Typical steel Layout For Shell With Depth Under 7ft., Stamped with the engineer of record that your company uses for pool structural design. 2 copies. 3. Include your State Certification/Registration #, business name and addr: s location and all contact information on the cover page. This cover page ill le required for every pool permit application. Lf. • : ConVCv ;v,►, C hard-) Z coOia S. Mike Jones ft t c.. �/ Building Inspector/Plan ' -viewer 2� --2-01 lS City Of Atlantic Beach 800 Seminole Road 1 6MnCl,f.' I2 vi eV) Covro.raw* 3' 1--/0-?of r I 4' ry' CITY OF ATLANTIC BEACH so 800 Seminole Road 15 �"'ti Atlantic Beach,Florida 32233 ,. r:4 J;31)r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1-DA -f s Revision to Issued Permit Corrections to Comments Permit#R90 I le_ o Project Address ict t3 S LV R (Y1 v R i n tl DR. Wr-T fit: _ze.ectFIDR‘bfk, 3133 Contractor/Contact Name Rl D A LA.)( c y?c XD l—S.M1C . PhoneO4) 6 - 1 ),(oEmailbC3,1�\c.A..w„,,c.RocX-s j2A .Gort1 Description of Proposed Revision /Corrections: Permit Fee D(.$-----5°' 0 ...f?) l>C'" A'ZU .\�kh.A Lac e S j '- 'T.v cc(20‘1)j 5a l . 3 Yv1e8o,czL r t • S- . -, r _ ate` C.eY ‘.k& --est.- t " -4:0 . , • 0 i 1- a - Sia _ -cSj F&:-lZes�eet-a,c... G Ld.-ctoADoill)'j t-NtAa TeC AO.. ' ?.(i-LcGc�i is �.2roc<<SioIli/Coves sheen' T-1.irk-She ;'y ;c�s..-STB-e-L-La ou: c Sh Cu.. c -« '1`8cp 40) Additional Increase in Building Value `C\/,E; Additional S.F.h/ii By signing below,I Vk,D Z...Me\reel— affirm the Revision is inclusive of the proposed changes. (printed name) 7 \— 'a3— ig Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments 0 Department Review Required: Building T, /Pa- Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services ,-'-• ;iLy;JCity of Atlantic Beach APPLICATION NUMBER ; Building Department (To be assigned by the Building Department.) -9 800 Seminole Road1 h�� i Atlantic Beach, Florida 32233-5445P 0Q�- 1 'OOOPhone(904)247-5826 • Fax(904) 247-5845 8..Iarii0E-mail: building-dept@coab.us Date routed: 0 i' 0 CI I i U City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ‘61 3 S X c\ 1:ACtr\m0. f( , De•artment review required Yes No ``\\ CC Building- Applicant: V- 1.D ��`� )(u t\ UUd 1 c)0()V Planning o ' Tree Adminis rator Project: , Ay 0\A-RAVDU\ blic W` o�r<s- V Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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 y/i` F-17—i i Reviewed b : 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 ,i,i,,t vZ: City of Atlantic Beach APPLICATION NUMBER .4'iit\ Building Department - _�� (To be assigned by the Building Department.) {• � 800 Seminole Road �(� q,�� r Atlantic Beach, Florida 32233-5445 t" ��—� U'OOOPhone(904)247-5826 • Fax(904) 247-5845 {''!.0;319% E-mail: building-dept@coab.us JAN 11 0 2010 Date routed: O I 1 061 i 8' City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: g t 3 SL 1,\)0\ WLu\nGl V , De•artment review required Yes No ` 7 41 Bui di"f g Applicant: D1ICIOk �ltxl.(_d1 VbAS 1 Planning Zo'iling�, Tree Adminis ra or Project: 1 f\)-((� 0\L(\(i QrD\ M'ublic Wo Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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 Reviewed by' _ Date: /-,f/-/, 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. fNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 if 4`f "�# Building Permit Application Updated 12/8/17 City of Atlantic Beach �+ � 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: it 3 S 8_4 A rn,iA- A(\a DR.‘ve Permit Number: Legal Description LC)I.2(o , SQL.V VA WI 11-0.._ (1 V 1 um I.l N. •104t# t r1�.�-02b nn ./ Valuation of Work(Replacement Cost) , C1, • Class of Work(Circle one)op•ddition Alteration Repair Move Dem Pool jWindow/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential .�' • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No OSP • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work tobeperformed: .S 4A Ct c 0 ..1.__,,A. A \ _rn vv. $i-..-c,.._r e S vv t.w,.w.. L v. ivc-o C- Florida Preakt Approval# for rgnaiple products use product approval form Property Owner Information ` _ Name:Vtr1k6.- L lv,_. .d.,3 Address: eLv ')t •Z & , 112 . City irrLt \ , `lam c..- States-(_.. Zip ,.. Phon ' ,•-ILMa -4 E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) 'nfrt-- Contractor Information Name of Company: ♦ S _ . _ - �, Qualifying Agent:D*hA . Z,, t-&t w el_-. F Address \yy 9..0.4.-A, Ci t.L__ . - • �,_ _ State -L, Zip 3,213 3 Office Phon q( \J fat 4. i��4p Job Site/Contact Numbe 3. t 0StateCertifica ion/Registration#C?C I4 tcriq" E-Mail hr A Lux0.ltZypocvt*.S yC..C..o VVI Architect Name&Phone#," Engineer's Name&Phone# / 'Workers Compensation Exempt/Insurer/Lease Employees/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 regulationg 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 FIG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDI ":" i OTICE OF COMMENCEMENT. 40I (Signature of Owner ac Agent) (Signature of Contractor) 3 (including contractor) iS' i ned and sworn to(or affirmed)before me this\ day of Signed and sworn to(or affirmed)before me thisp2. day of 4 7O c1 by �(.,1�M1�CVA 0 �b\e Oeccw► f, 0-!9 (l,b (Signature of Notary) -4° 1 gr►�ttalq doGf�lliatart;)ate of Florida - 4 My Comm.Expires Dec 16,2018 \ [ Personally Known OR Personally Known•• ";, — e4 Commission#FF 167824 Produced Identification [ )Produced Identific." on,'F"` , Bonded through National Notary Assn. , ICI toe of Identification: t—t a,QS30 Sou,b M'700 Type of Identification: VAL:. - Property Appraiser- Property Details Page 1 of 2 PINEDA CHARLES CHRISTOPHER • Primary Site Address Official Record Book/Page The# 1913 SELVA MARINA DR 1913 SELVA MARINA DR 15672-00770 9408 ATLANTIC BEACH, FL 32233-4519 Atlantic Beach FL 32233 RIDER KIMBERLY D COPY 1913 SELVA MARINA DR OFFICE Property Detail Value Summary RE# i 172020-0854 _ 2017 Certified 1 2018 In Progress Tax District 1 USD3 Value Method CAMA CAMA Property Use 0100 Single Family Total Building Value $198,196.00 $196,442.00 #of Buildings 1 Extra Feature Value $2,812.00 $2,566.00 For full legal description see Land Value(Market) $180,000.00 $180,000.00 Legal Desc. I Land&Legal section below r Land Value(Agrk.j $0.00 $0.00 Subdivision 03599 SELVA MARINA UNIT 10C Just(Market)Value $381,008.00 $379,008.00 Total Area 11478 Assessed Value $280,232.00 $280,232.00 The sale of this property may result in higher property taxes.For more information go LCap Diff/Portability Amt $100,776.00/$0.00 $98,776.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exemptions $50,000.00 See below exemptions and other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those Taxable Value $230,232.00 See below certified in October,but may include any official changes made after certification Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions—In Progress$ If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $280,232.00 Assessed Value $280,232.00 Assessed Value $280,232.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) Homestead Banding 196.031(1)(b)(HB) Taxable Value $255,232.00 -$25,000.00 -$25,000.00 Taxable Value $230,232.00 Taxable Value $230,232.00 Sales History 471 Book/Page Sale Date I ASale Price Dee d Instrument Type Code Qualified/Unqualified Vacant/Improved 15672-00770 7/25/2011 $348,500.00 'WD-Warranty Deed Qualified Improved 09920-00469 3/15/2001 $277,000.00 WD-Warranty Deed Qualified Improved 09001-01377 6/30/1998 $190,000.00 WD-Warranty Deed Qualified Improved 06414-01274 10/7/1987 $137,900.00 WD-Warranty Deed Unqualified Improved 106298-01610 3/16/1987 $131,000.00 WD-Warranty Deed Unqualified Improved 106298-01609 12/10/1986 $100.00 QC-Quit Claim Unqualified Improved 05799-00853 5/10/1984 I$120,000.00 WD-Warranty Deed Unqualified Improved 05642-02218 14/22/1983 I$25,000.00 I WD-Warranty Deed I Unqualified Vacant Extra Features LN Feature Code Feature Description Bldg. Length Width Total Units t Value 1 FPPR7 Fireplace Prefab 1 0 0 1.00 $604.00 2 SCPR2 Screen Porch I 1 26 110 1260.00 $1,962.00 Land &Legal iI Land Legal LN Code I Use Description ! Front Depth Category Land Land (LN Legal Description Units..—T Value I 1 37-40 8,9-2S-29E I1 10100 ix S LD 3-7 UNITS PER APUD 80.00 130.00 Common 1.00 Lot $180,000.00 12 SELVA MARINA UNIT 10-C 13 I LOT 26 Buildings a_I Building 1 Building 1 Site Address 1 -' 1913 SELVA MARINA DR Unit Element !Code Detail Atlantic Beach FL 32233 Exterior Wall 6 6 Vertical Sheet Roof Struct 3 3 Gable or Hip Building Type ( I http://apps.coj.net/PAO_PropertySearchBasic/Detail.aspx?RE=1720200854 1/11/2018 Property Appraiser- Property Details OFFICE COPY Page 2 of 2 10101-SFR 1 STORY ;Roofing Cover 13 13 Asph/Comp Shng ( Year Built 1984 ;Interior Wall 15 5 Drywall Building Value $196,442.00 !Int Flooring ' 11 ' 11 Cer Clay Tile Int Flooring 14 14 Carpet BAS Tvce Gross Heated Effective 1 Heating Fuel 14 4 Electric I ti J Area Area Area Heating Type 14 I 4 Forced-Ducted i Base Area 2024 2024 2024 I Air Cond I 3 13 Central FGR Finished Open 24 0 7 �� Porch I Element Code I Finished 506 0 253 Garage Stories 1.000 Total ,2554 12024 2284 1 Bedrooms 13.000 I Baths 2.500 Rooms/Units ( 1.000 2017 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District I Assessed Value ..... Exemptions Taxable Value !Last Year !Proposed I Rolled-back Gen Govt Beaches I$280,232.00 $50,000.00 $230,232.00 ;$1,829.69 $1,876.67 I$1,780.25 I Public Schools:By State Law I$280,232.00 $25,000.00 $255,232.00 $1,136.08 $1,081.42 $1,102.22 By Local Board I$280,232.00 $25,000.00 $255,232.00 !$560.81 $573.76 $544.10 ! FL Inland Navigation Dist. I$280,232.00 $50,000.00 $230,232.00 $7.18 $7.37 $6.91 Atlantic Beach $280,232.00 $50,000.00 $230,232.00 $724.70 $743.30 ($706.40 Water Mgmt Dist.SJRWMD $280,232.00 $50,000.00 $230,232.00 $64.76 $62.72 $62.72 Gen Gov Voted $280,232.00 $50,000.00 $230,232.00 I$0.00 $0.00 $0.00 School Board Voted $280,232.00 $25,000.00 $255,232.00 I$0.00 $0.00 I$0.00 j Urban Service Dist3 $280,232.00 $50,000.00 $230,232.00 I$0.00 $0.00 I$0.00 Totals I$4,323.22 $4,345.24 I$4,202.60 'Just Value :Assessed Value 1 Exemptions Taxable Value Last Year $369,155.00 $274,469.00 $50,000.00 $224,469.00 Current Year $381,008.00 $280,232.00 $50,000.00 $230,232.00 2017 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2017 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information ontact Us I Parcel Tax Record I GIS Map I Map this property on Google Maps I City Fees Record http://apps.coj.net/PAO_PropertySearch/Basic/Detail.aspx?RE=1720200854 1/11/2018 Sr,,,,rlf, TREE & VEGETATION AFFIDAVIT � s 4s,, City of Atlantic Beach Department of Community Development OFFICE C0PY J' v~ Planning&Zoning Division -r;3 �2 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION 1K Owner(s) E Legal Authorized Agent* NAME OF APPLICANT rim (\...`/• r A(Ho e O w,1 eV) NAME OF COMPANY V_A_O,('1 A\_. ,,tu Zy hS._ -rim_ (?0,...,,_ 6_U rt Q L- ,,z ADDRESS OF COMPANY 7A \, vy a2 Ai + �� tkl ,a 3 PHONE 004),3„,...,,,,CELL 604)4 7(„t:lOnS EMAIL b ��,p_� w� �1 3x A CO fn CONTRACTOR CERTIFICATION NUMBER c7C k/4 rJ ct 1 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY ,O \-3 ` x-v'A �1 i 11 -Do. �4.i-tzwaczza,FLEga3 if an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION LOT AG BLOCK SUBDIVISION$i LVI m r},Rt n A („„,,,--ii. - REAL ESTATE NUMBERat I,) 2.0:t0-04Ssq LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL ✓ COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subse. ." affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above !,d.- or:djacent properties in conjunction with this project. f�.. ,/ A ir SIGNA • •F OWNER SIGNATURE OF WNER Signe. and sworn before me on this (, day of ece C�"f ,by State of q \ yt'�(\\-Ark Q�Y\Pt&C` County of rN\10,.,\ Identification verified: c.L L- e s 3J '5C`Gl S 7 l00 Oath sworn: fr-___Yes E No -- i ON!LOUIS!KAILPR - <</�F % KATI / - Nobly Pubic.S A Aar Notary Signature ^ R• ' -vi My Commission expires: FS - 7,S -6010 OFFICE COPY %A r M A ; I •Org ( 1 r P r t r el Wi official :jt(Jtr of Florida wvblity FLORIDA LUXURY POOLS Florida Luxury Pools, Inc. Florida Luxury Pools, Inc 74 Levy Rd E I N 81-3602014 Atlantic Beach, FL 32233 Document # P16000069798 David Bradley Himel - Owner- State Certified Pool/Spa Contractor 904-477-9008 Cell CPC 1458999 904-226-1526 Office Active 5/31/2017 Brad@LuxuryPoolsJax.com Expires 8/31/2018 Robert Metz - Construction Florida Building Codes Pertaining to Supervisor - Underground Pool Construction (All Attached) 904-361 -8074 1 ) FBC - Residential 6th Edition (2017) Chapter robert@LuxuryPoolsJax.com 45 Private Swimming Pools 2) R4501 .3 Mechanical Requirements 3) R450-Engineering Design, R4501 .6.1 Applying on Behalf of... Conformance Standards Kim 4) FBC-Residental, 6th Edition (2017) Chapter Selva 1913 Marina Dr. Atlantic Beach, FL 32233 42 Swimming Pools (Electrical Provisions) OFFICE COPY ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of these methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required:35 GPM Per Skimmer(Required:1 skimmer per 800 sf of surf.Area) 1.Calculate Pool Volume: 6,095 (Vol in gal.calculated in CAD) 2.Determine preferred Turnover Timein hours: 6 60(min./hr.) = 360 (Hours) (Turnover in Min.) 3.Determine Max Flow Rate: 6,095 / 360 = 17 + 0 = 17 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4.Spa Jett 0 X 0 gpm per jet = 0 flow rate. (minimum 35 for skimmer) (ll of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo,use higher No.3 or No.4 in the following calculations for the pool&spa) Determine Pipe Sizes: Branch Piping to be 2 inch to keep velocity @ 6 fps max.at 35 gpm Maximum System Flow Rate. Trunk Piping to be 1.5 inch to keep velocity @ 8 fps max.at 35 gpm Maximum System Flow Rate. Return Piping to be 1.5 inch to keep velocity @ 10 fps max.at 35 gpm Maximum System Flow Rate. Determine Simplified TDH: 1.Distance from pool to pump in feet: 45 2.Friction loss(in suction pipe)in 1.5 inch pipe per 1ft.@ 35 gpm = 0.08 (from pipe flow/fiction loss chart) 3.Friction loss(in return pipe)in 1.5 inch pipe per 1ft.@ 35 gpm = 0.08 (from pipe flow/friction loss chart) 4 45 X 0.08 = 3.6 (Length of Suct.Pipe) (Ft of head/1ft of pipe.) (TDH Suct.Pipe) 5 45 X 0.08 = 3.6 (Length of Pressure Pipe) (Ft of head/1ft of pipe.) (TDH Return Pipe) TDH in piping: 7.2 Filter loss in TDH(from filter data sheet): 10 Heater loss in TDH(from heater data sheet): 7 Total all other loss: 20 (Total all other loss includes but is not limited to...Waterfalls,90's,45's,valves,eyeballs,etc...) Total Dynamic Head(TDH): 44.2 Selected Pump and Main Drain Cover: Pump selection Pentair Intelliflo 2 VSF using pump curve for TDH&System Flow Rate Main Drain Cover CMP 8" (System Flow Rate must not exceed approved cover flow rates) Notes:Minimum system flow based on min.flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. X QQ QQ 2 2" Suction outlets @ 144 gpm max.flow(see note 2). OQ 04 3 Suction outlets @ gpm max.flow(see note 3). Channel Drain gpm w/ ports(see note 4). / kOFFICE COPY Ii mH crjculrTtian '° ian1 - Total- Head In Feel Conversion Chart For each pump � Check one. inches ?�erctiry (Vacuum Gauge) r-'-1 1 1 6 d 1 10 { 121 14 1 16 1 18_ _ir lified Tota( Dynamic Head (S7DH1 o I o.0 f 2.3 4-5 1 6.8 9.0 11.3 13.6 I 15.8 18.1 ' :0J Complete STDH Worksheet - Fp in vii pian:::z i 1 I z•3 :.6 I 6.8 1 9.1 ®@N 159 18.1 20. : ---1--7'-:,--I' 2 4.6 69 9.1 11.4 20.4 .72.7 125.0 Total Dynamic Head (1DHl + 3 89 92 11.5 13.7 16.0 18.2 20.5 228 25.0 27.3 Complete Program or other colts. Fill in required I 4 9.2 11.5 ingtlEal 1.33.1 16.0 ��+,�C��,I 25.1 ® 29.6 blank on worksheet dc attach calculations. I .1 18.3 204 228 1 25.1 VA 29.6 319 6 135 16.1 18.4 WA 229 752 Z7.4 73.7 ' 319 .34.2 f--,.(- '. lAnximum Flow Capacity I 7 1 162 l 184 20.7 1231 222 273 I -29.7 320 134.3 36.5 L of the new or replacement pump. $ l las 2a7 ua ' 25-3 z75 I 29s 1321 343 I 366 l 386 9 109 1 23.1 253 274 29.8,1 32.1 I 343 36.6 384 41.1 • 10 1231 25.41 27.6 29.9 32.1 I 34.4 .36.7 I 389 41.2 43.4 11 25.4 127.7 I 29.9 322 34.5 36.7 391 1412 435 45.8 0 12 27.71 310 32.2I34.5I 36.8 391 41.3 435 -458 48.1 Notes an 13 30.0 32.3 34.6 36$ Ii 39.1 41.3 43.6 45.9 48.1- 50.4 =a 14 l 32.3 34.6 1 36.9 35.1 1 41.4. 143.6 45.9 48.2 50.4_ 527 . c5 15 134.6 369 139.2 41.4 1 43.7 145 9 48.2 505 52.7 55.0 , 1. If a variable speed pump is used, use the max_ 0 16 37.0 392 415 43.7 460 : - o 57.3 I pumpflow in calculations_ m 17 393. 41.3 43.8 43.1 j { 48.3 50.6. 52.8 55.1 1 57.4 !-59.6 : O 18 41.6 43.8. 46.1 48.4 -50.6529. 55.1 57.4'159.7 1619 2. For side wall drains, use appropriate side wall drain r. 19 I'43.9 46.2 484 50.7 52.9 55.2 .57,4 159.7 620 64.2 I flow Os:`published:by'manufactureG " 1 462 485' ,S4T: .55.0. 552 57.5 �:54B 621. :643 66s . V) z1 4d3` 508_: _53A 553 ,576 ;S& 6218 -643 666: 584 j.1;1 nsert :manufacturer's :name andFTaproved�gtraxim um' - -.....z.4-:- 22 - 50-8- :5341'-''',..552:-..-574,_._ `-:593-''.:62.37-:-K4'-'36-6:. ;6129 _712: - '' .. flOW ;_ " 2.3 :=53fn :55.4 *:57.7,!: :522 644• ,X6-7:::7-;60-0-. 31.2- -735. 24- •-"55.4: :•577 40.-' 1522 64.5 -66.7-' 804-' .11,.3; .755- ;75.8 r4 See`:'rntoitation=instruction`s for=number of`po to 2s 57a .caa .sz1 -7.354'5-!:s6a :s9t :zta .43'61-7s� . :7>is . _ h: -be used. _ - 26 ° tint,,6r.3 Gob' :43say::_eai ,71:4-::>:7ss--_I 75.9. :�&1 30:4 �, `.27...:682:11•:<:.,66_64:913::-.._ 68� �7r:�:'-"717---.:-.7782s.9.--.1..7132 .:B2S LEL-7. - . s 5: In-Floor suction.outlet cover/grate rate must conform #o • ns:'737 760 sossed :sso /g 29 1871. .695. 715. 73S 176 p . .793' 805 11:22-_, 85.1 l 873 most recent edition of ASh4E/ANSf Al12.i 9.8 and be 30 69.3 -71.6- 73.8. 76.1 783-. 616 829 85.1 87.4 89.6 embossed with that edition approval. 31 71.9 73.9 76.1• 784 817 824 85.2• 874 897 920 - 32 739 76.2 78.4 802 83.0 11852 875 89.7 92.0 943 C. Pump, Filter & Heater make and model cannot 33 761 78.5 e47 83085.3187s I > 97-019 .s l o 6-6 changed, and equipment location cannot be moved 34 1785 Boa _83.1 :85.3 87.6=1 89.d 92.1 94.4 96.6 I-gas-. plan and i 819 :-83.1.. 854_ 87.5. :E9.9..i 92. 94.4 96.7 I 98.9)101.2 closer to pool without submitting a revised TDH calculation, worksheet for approval. NOS TDH ,M FIELD jS_8E.= : TO OR HIGHER . THAN; Tit:cAlittiiATTED 1Df• . Flow and FrUoa Loss Per foot Schedule 40 PYC Pipe- I -Feet Pir Sec - F e Sae: 6 fps a r I 10 I Drawn By: A R PATfON it Specializing 1' I 16 gpm I 0.14' 21 gpm ! 0.23' 26 gp01 0.35 . Associates, Inc. Residential and Commercial is I 37 som fi aor? 50_qpm J :at4 a azl 4 (407) 977-1892. Pools, Fountains and :'eater.;: . . 61 I 0.05'. 1117 gin 0.09' 146 n 0.16'' ` ! 2S' 1' 88 q rrt 013 • 3' - 136 aam 0.04'. 181 I wpm 0.07 227 gory 0.10 il L 4' 234 gxn 0.03'. 313 gxn 0.05' - 392 Om' • 0.07' r 534 •• 1 0.02' .712 ... . 0.03' fj • l' • • • • This form is the property of.Gordon H. Shepardson, PE and may only be used in conjunction frith my Residential Swimming Pool Specification Drawings or by others wkh rrty written permission. . • Swimming Pool Specification For: GORDON H. SHEPARDSON, P.E. e" FL PE i 19333 672 N. Semora n Blvd., Ste 203 Orlando, FL 32807 Office: (407) 275-1099 Fax: (407) 275-1015 • • Scale: None Rev 0 - 2/16/09 I OFFICE COPY ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: PINEDA,KIM CONTRACTOR NAME: FLORIDA LUXURY POOLS AND ADDRESS 1913 SILVE MARINA DR.ATLANTIC BEACH FL.32233 AND ADDRESS: jacksonville Beach,FL 32250 OWNER: PINEDA, KIM CONTRACTOR PHONE: 904.26.1526 'DATE: 1/5/2018 Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC---15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC---15 2011 standard which can be purchased at www.apsp.org. 1.§5.2.1:Calculated pool volume 1. 6.095 gallons a.Gallons: 6,095 ;or b.Calculated Gallons: (surface area)X (average depth)X 7.48(gaUt^3)= 2. §5.2.1: Calculated maximum filtration flow rate 2. 35 gpm (Pool volume+360 or 35gpm whichever is larger) 3. §5.2.2: Auxiliary Pool Load: Yes,_X_No? 3. 35 gpm (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary pool load flow rates together, only the highest is used). 4. Calculated maximum flow rate 4. 35 gpm (Item 2 Or item 3,whichever is larger.) 5. §5.5.1: Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter sb. 1.5 inches (Calculate:i tern 4._36(gpm)a Branch Pipes 1 (quantity)=branch flow rate 36(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 1.5 Inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 Inches (Calculate:Item 4 , (gpm).Branch Pipes_1_(quantity)=branch flow rate 35(gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6. §5.4.1: Filter type and size: a.Filter type: (Cartridge, DE, Sand) 6a. Cartridge b.Minimum filter area 6b. 94 sq.ft. (Calculate:item 4. 35(gpm)+filter factor_.375 J Filter factors:Cartridge=0.375,Sand=15,Diatomaceous Earth=2 7. §5.4.2: Backwash valve: Yes,_X_No? 7. 2 inches (When using a backwash valve,enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" _ 2" 2.5" 3" 3.5" _ 4" 5" _ 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8. Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump•from the database with a Curve-A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump'from the database with a Curve-C gpm flow equal to item 2 or less.'Multi- speed pumps must have one speed listed that satisfies this requirement. 8a.Pentair Intelllflo VS a.Pump model b.Pump flow 8b. 35 gpm (§5.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/5/2012 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 OFFICE COPY ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light N/A 4.4.1.2 Readily accessible on---off switch mounted outside of the heater N/A Heaters 4.3.1.3 No electric resistance heating unless for in-ground spa with tight fitting cover with R---6 insulation, N/A or for pool with 60%of documented pool heating from on---site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 X 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi---speed X Multi---speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override X capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. N/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar,or setup for the future addition of solar heating equipment by installing 5.5.3 18 inches Of horizontal or vertical pipe after the filter and before a heater,or built-in or X built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. X 4/5/2012 ANSI/AVSD/ICC—15 Standard Writiog Committee Form 2 of 2 INTELLIFLO° 2 VST VARIABLE SPEED HIGH PERFORVANCE PUMP OFFICE COPY TRADEGRADE BY PENTAIR �, Featured Highlights • Control keypad can be rotated for convenient orientation on the pump or wall mounted with ate iii°0® Relocation Kit Select E: ,ry•C.-mammon/ • Intuitive,easy to use menu structure for programming , .0 PENTAIR and monitoring 3~,. , • Interfaces perfectly with Pentair automation systems that give you the convenience of mobile device control tJ e •Can be programmed to deliver exactly the speed/flow -�' required for filtration,water features,heating options, ENERGY STAR. ORP and pH testing and dispensing,salt chlorine generators,suction cleaning and spas IntelliFlo 2 VST Appliance •Totally enclosed fan cooled design for quiet operation Variable Speed Pump Efficiency and long life Database •Top-mounted field wiring compartment makes access Protected by U.S.Patent No.7,686,587;7,854,597;8,043,070;8,469,675; and installation easier 8,573,952;D568,340;0606,562;0611,430 and Patent Pending and all • 8-programmable speed settingsand built in timer corresponging foreign counterparts. pro g p IntelliFlo 2 VST Variable Speed pump is the next generation of Pentair's variable-speed pump technology. With energy savings • up to 90%versus conventional pumps,near-silent operation and advanced programming capabilities,this pump continues to deliver everything a pool owner wants and reliability no other competitor can match. Ordering Information - Product Model Voltage Full Load kW HP SF SFHP FREQ. Primary Listings and Port Size Carton Amps Certifications 4 (NPT) Wt.(Lbs.) ENERGY EFFICIENT VARIABLE SPEED(NON-SVRS MODEL) 011055 InteltiFlo 2 VST 230 16 3.2 3 1.32 3.95 50Hz/60Hz UL',NSF 2,APSP' 2 in.x 2 in. 55 ACCESSORIES 521109 IntelliCom 2-Rated 9-30 V DC with 4 inputs 1 350122 Communication Cable-50 ft.-Included with pump 2 357156 Chemical Resistant Lid 356904Z Keypad Relocation Kit 2 UNIONS 11201-0154 2 in.x 2 in.Union 12 in.NPT male x 2 in.female NPT quick connect) •Note:two required per pump(sold individually) 2 -.-itti‘:--, ' 'UL'indicates that pump bears a UL mark signifying evaluation to U.S. 2 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California W---.:4-,1,_ Standards UL1081 for Permanently Connected Swimming Pool and Spa Title 20 and is certified to use on Residential Swimming Pool Filtration Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Systems. Pumps For Swimming Pools Only(Enclosure 31. ^ Product may have been evaluated to other state and local regulatory 2 'NSF indicates that pump bears a NSF mark signifying evaluation to standards.Listing status may change.Always confirm status with NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming appropriate agency if in doubt. Pools Only. Note:Pump must be used with current collectors when installed on spas or hot tubs in Canada. Refer to catalog page 45 for a selection of 2-Pole GFCI breakers which offer 6 milliamp personnel protection while meeting 2008 to current NEC Standards for Pool Pumps. 0 INTELLIFLO® 2 VST VARIABLE SPEED ' HIGH PERFORMANCE PUMP (CONT'D) OFFICE COPY . � • Dimensions and Performance -, .,_ 100 90 - ,,*x SPEED.3450 RPM FACTORY PRESET SPEEDS 80 —3110 RPM- I —2350 RPM 70 SPEED4-3110 RPM —1500 RPM- 3 —750 RPM _ f O z =- g 50 x V ! 40 SPEED 3-2350 RPM O al H O 30 1- 20 SPEED 2-1500 RPM 10 SPEED 1-750 RPM 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FLOW RATE IN US GALLONS PER MINUTE Note: InteltiFlo VS+SVRS minimum speed is 1100 RPM ,/1 5.6in t TI .1 11 10.8in r, ,1r' _- [142mm] 275mm] 1 < ® I\\-IM I L. ,''-ii"..;[71mm] 7.8in .r [199mm] _ 23Ain [594mm] 9.9in [253mm]l __ w _ate-.. - t i 12.4in , 11.8in 9- in -1=1 13.1 in [316mm] [301mm] [232mm] 1 pal / O;\ .[333mm] : LJ ,� is J See page 517 for replacement parts. r CLEAN & CLEAR® FILTERS OFFICE COPY A t. i r�� Dy't CNE i 1 PENTAIR Featured Highlights • NSF listed • Unionized connections 141/114.111. • Integrated continuous High Flow'"Internal Air Relief • Chemical resistant tank body Pwi.8 Chef, • Lock ring with spring-loaded safety latches • Coreless cartridge for easy cleaning • High Flow manual air relief valve Cear: c' Clear • 1 in.drain and wash out F,lter • Single piece base and body design 1 The'.lean&Clear Filter features a chemical resistant tank with no tool servicing and a o orale„cartridge for e is:..:. cle3ni'1g.Ail models are equipped with easy spin-on unions for p.omoing hook-ups. These filters are NSF hst_d,and?i 43 a'.�a I '.Le in SO 7F, lollISO. and 200 square foot sizes. Ordering Information Turnover Capacity Product Model Effective Filtration Flow Rate lin Gallons) Carton Carton Area tSq.Ft I IGPM Rest Qty. Wt.(Lbs.l 8 Hour 10 Hour 12 Hour CLEAN&CLEAR FILTERS 160314 CC 50 50 50 24.000 30,000 36,000 1 15 160315 CC 75 75 75 36.000 45,000 54,000 1 26 160316 CC 100 100 100 48,000 60,000 72,000 1 33 160317 CC 150 150 150 72,000 90,000 108,000 1 35 160318 CC 200 200 150 72,000 90,000 108,000 1 35 Dimensions and Performance Clearance ro rernove Filter Mod_le NoteActual system flow wilt depend r% on plumbing size and other`ystnrn rRl components Codified to NSF/ANSI Stae .d 50 Nulr•Pentair Aquatic Systems does r:_;' Dimension Table r9,7f.,rrr,end flaw rates above 1501 GPt:.' Model A Dim. B Dim. � t Integrated :ontirmous High 160314 18" 30' rehet s+:,f rat:una(only 160315 25-1/2" 39' �"� r A 5 uriobetr'tn:ted flnsi'i.`the is"r''Ila1'ni.' 160316 33' Sr 160317 40 1/2" 76' 160318 40-112' 76' .app tits ng f%r r,er g,vater 'elope.d1J... ''( 1,;,! 'r° 15-'4' I :gee pal):3h4 roe replacement 1Jai 10, OFFICE COPY SECTION IV. TECHNICAL DATA A Filter Pressure Loss Chart B Flow Rate Table PRESSURE LOSS 4 a Flow Residential Commercial 9 1 - --r -'-- Maximum Cartridge Maximum Cartridge - - . - - --- • - i Flow Rates Flow Rates 1 - - Product M sq.ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour _ _- - 7. 160314 50 50 3,000 18,000 24.000 19 1.141) 6,840 3.120 S - 160315 75 75 4.500 27,000 16.000 28 1,680 10,080 13.440 9 _ 7 160316 100 100 6,000 36,000 18.000 .38 2.280 13 680 18.240 160317 150 150 9,000 54,000 72,000 56 3,360 20.160 26,880 _— __ / .__-- 160318 200 150 9.000 54,000 72,000 75 4,500 27.000 .36.000 c __ ... .. , _ ___-_ l I) One CiPM per sq.Il shown,recommended flow rate lot residential is.5 GPM per sq.ft. _____. (2) C..imercial flow rate is a maximum of.375 GPM per sq.ft.of filter arca. O9 20 40 050 80 100 120 140 NOT. Actual system flow will depend on plumbing size and other system components. ROW 199., CI C. Replacement Parts \ . Ow Item Part Number Description dip-4.7w 3, 4 1 98209800 High Row"'manual air relief valve 2 190058 Pressure Gauge 3 178553 Lid,50, 100 sq.ft.filter 4 178561 Lid,75,150,20C sq.ft.filter LEA 5 59052900 Locking F Trig assy. 6 87300400 Body 0-ring 7 59016200 Air Bleed Sock Kit 8 59053500 Center Core,50 sq.ft.filter l �� 1 6 6 9 59053600 Center Core,75 sq.ft.filter K O 10 59053700 Center Core, 100 sq.ft.filter 0 ,�— 11 59053800 Center Core, 150,200 sq.ft.filter , o 12 R173213 Cartridge Element,50 sq.ft.filter ►—d 8, 9, 10, 11 13 R173214 Cartridge Element,75 sq.ft.filter !moo 14 R173215 Cartridge Element, 100 sq.ft.filter :' : :• : 15 R173216 Cartridge Element, 150 sq.ft.filter 12, 13, 14, 15, 16 16 R173217 Cartridge Element,200 sq.ft. filter 17 178562 Bottom, 50 sq.ft.filter FHIOIIIOIOOI 18 178554 Bottom, 75 sq.ft.filter / (i7, 18, 19, 20) 19 178563 Bottom, 100 sq.ft.filter 20 178560 Bottom, 150,200 sq. ft.filter - -- r=--_ GED y -�I,�i'�lEr 21 86202000 Drain CapAssy. 22 51005000 Drain Cap Gasket 23 39104500 Union Nut"C"Clip �_ _ �g 24 98212200 Union Nut • 25 071426 Union 0-ring ligi 111 O '� I _Ivi • 26 79304600 Body,Swivel .............. \ lll��LLLJJJ 23 It 414 CL MASTERTEMP® HEATER OFFICE COPY .. HI ;H PEK[[JRMANITT: EL11 -P'ENG _Y HEATERS a > PENTAIR Ili 1 = Featured Highlights 0 . 44 • Heats up fast so no long waits before enjoying Z ' your pool or spa ft , ' S e l e c t • Best-in-class energy efficiency* 1 "' • Manual gas shut-off when service is required W t >PENTAIR • Eco-friendly MasterTemp Heater is certified for w 4 low NOx emission and outperforms industry _ standards • • Rotating digital display allows for easy viewing — s • Tough, rustproof exterior handles the heat and weathers the elements Masterlemp High Performance Heater • Certified for outdoor and indoor installations • For Air Intake Kit order part number 461031 Masterre p heaters oiler all the efficiency,convenience and reliability reatures you want in a pool heater.otos a toi more i_. easy to use as your home heating system,plus,user.friendly indicator tights make system operatiuri and monitoring a snap rho compact design and super-quiet operalion won t it Ir,de:;n your ccu!.srde leisure time Heavy-duty IHDI unit with cop: 1 ." i r .it St r ..like la n high flow er heavyuse nickel ''ItJ 1-ter .stands{lp t' t� �."•�- I-F�1 '1` .max, H Ordering Information Product Gas Type BTU(000 a) Carton Oty, Carton Wt MASTERTEMP HEATERS 460792 Natural 175 1 128 460793 Propane 175 1 128 460730 Natural 200 1 128 460771 Propane 200 1 128 461000 Natural 200 ASME 1 138 461001 Propane 200 ASME 1 138 460732 Natural 250 I 133 460733 Propane 250 1 133 460771 Natural 250 ASME 1 140 460772 Propane 250 ASME 1 140 461020 Natural 250 ASME HD 1 140 460806 Natural 250HD 1 136 460734 Natural 300 1 136 460735 Propane 300 1 136 460736 Natural 400 1 136 460737 Propane 400 1 136 460805 Natural 400HD 1 136 460775 Natural 400ASME 1 149 461021 Natural 400 ASME HD I 149 40 460776 Propane 400ASME 1 149 ha:,'..:. r:ki.,.t, ..i ,;•, _. ori ._, i. .:,,,,,.•,. 88 OFFICE COPY MasterTemp & Max-E-Therm Heaters CiAs RE-Acrei2 Pentair Pool Pool Products' fk :' Bectu,,r.li.►iliry mews most AVERAGE PRESSURE DROP FOR ALL MASTERTEMP AND MAX-E-THERM HEATERS (Each model has a different minimum firing flow rate) 9.00 - 8.00 7.00 — - V1 ae.00 z a 5.00 ccw 0: 4.00 V) 1n m 3.00 -- — – - a 2.00 1.00 0.00 0 20 40 60 80 100 120 140 FLOW RATE IN GALLONS PER MINUTE • Rev 02/19/2009 INTELLIBRITE® 5G COLOR LED LIGH1 FFICE CO ,�� !, . I > PENTAIR z Featured Highlights , 0 • A superior reflector design assures more light is directed toward ;i _ the pool bottom to further Increase intensity and color effects, iiii ,✓i ,' r" while minimizing glare „ 0 • Superior lens geometry distributes light in an optimum way to •l'4 .. = ,4� e` avoid'hot spots'on the pool bottom.Light intensityand color r «4714 distributed more uniformly throughout your pool. are Select '...477.4.,-;20;',..44.. • Pool tens can be rotated to 180 degrees to provide wide beam Y• ��-r! " pattern(standard'or narrow beam pattern PENTAIR w 4\li •;tl I • IntelliBrite LED Light technology makes use of the brightest and �'J 1, most energy efficient LED's available in underwater pool and spa lights-up to 50%less energy consumption than competitor's lights • Set one of 5 predetermined fixed colors to match or create the Ir'ttet'rE<,t 5o Cc'.-!' LED Pool and Spa Lights mood for the evening-blue,green,magenta,white,and red or select from 7 popular'color shows'that come preprogrammed into lntelliBrite Light InletiiB,Ir:•I.Ighti.•iiturm:rltrr{t illnr-changing "a' r.0 • lntelliBrite LED Light was designed to work with IntetliTouch!and 0 I t' it ii his feet L�f.)tr-h±ni,i0r}y---th6 tidd'!8 Ot the{UiU'E EasyTouch'Automation,the leading control systems for pool, in i•n!'i qy--effir'r rt:. velif; ali;. spa,and poolscape equipment automation.In effect,you transfer li telti',"l t yi.: ,y If lith[,�f control ofIntelliBritelighttothelntelliTouch!'orEasyTouch� r•`��tr,t!al: 'i� .'JilhlraeltiE'It lit}l i.. _a;i;i,ina}ian,t.{ system which controls all your other backyard and pool features. '/'` 1 ,i 1 DEQ 3r•:alai rrrcn,a1•')i dtoac;;l;r;: • IntelliBrite 5g Color Pool and Spa lights are backwards compatible a ''"I aro 1==c`i c rut�J'ilr 5.'+hF`,c'car L,na1Urls j c•r,,, ,,.• with first generation lntelliBrite lights 5eciliEriced to illuminate oliui cycle thr,urgh coirsr s at•,yryir:,^; • Compatible with Pentair stainless steel and plastic niches 'R``'i'•arid in d'fte i int se:raucn:_Ias of:xl.ir.Con;hlr:ed wilt, a ciiitoin r,fte1-t1, .rid'ifirq.Ie!ere,.riP',: .Ir,t',IttBr i or)'; Utters supe)b `ttr.i nc,while be ,t; - ,ii.:e.. el rr.c,-..1 yr r' ffi:,iel,',under vvdlert ,131,-. - yf LED ::, :• : .. All f urian UL Listed underwater llgtlts are^Et lifted foi ..'.e in fresh;v,::at •r with up to 6.010 ppm s,2L1ity Ordering Information Pnuturt voltage Cord Length IFt-I Cartor 01g. Product Voltage Cord t.engin lFt.! Col ton Qti'. INTELLlBR11E 5g COLOR POOL L16FtTS IUL Gmly . INTELCIBRlTE 5g COLOA SPA LIGHTS(UI&CSA1 601000 120 30 1 640120 120 30 1 601001 120 50 1 640121 120 50 1 601002 120 100 1 640122 120 100 1 601003 120 150 1 640123 120 150 1 601004 120 250 1 640124 120 250 1 601010 12 30 1 640130 12 30 1 601011 12 50 1 640131 12 50 1 601012 12 100 1 640132 12 100 1 601013 12 150 1 640133 12 150 1 Dimensions and Certifications I ..41. 4 B7 , . ,..., , , , . . ,, , ., , 41, s�fi ,,:,,,k =r .. I 00 00 �— I c rc i 7 1[`I i ,— lli it Please r Ptwr Ir)p9gEc j ,i 378 Por.:.Lryi'.ts. 106 `fb I t I ii — L" See pages 462-46 3 for replacement parts. 103 Pa ` of �a, i L OFFICE C() '= Larne Outlet VGB Drains Open area= 13.40 in, ��--1ic� VGe .;r, :,:,_ :.:t-- k , :t Lcr .: e: 200$ r -,r,+ -�' • ` •Tested to ASME '' �' .. f \ A112.19.8-2007 ,-.7"- I*i ttt t ` •Plastic Cover Flow ,:. .,-, _elf • -. • Rated at 146 GPM y "= e Max Ftow @ 1.5 FPS x r ' ;, ti is 62.62 GPM •' . _ •IAPMG File SP-5466 l 4. k S .kr moi...,"r ' . f ` .i `.. — - , Jd _ .y i 11 " Y �, 2.5"Sump Outlets ;x`r y., : ...:t:` :�' \ 25 •513-250=White -- 25513-251=Gray „ - ' -4- t - 25513-254=Black '„ -. , .. ; -%,t1.- ice" ✓Anriii �S . •Tested to ASME �r '' :_`'_ Al 12.19.8-2407 " ` *Plastic Cover Flow .,....-V---,--;..~::, ... Rated at 146 GPM --'1.,..7.---,-:':-----"41-43;-:';f1,14-11.7-:7. -y>B'- .. -�.— yam: .c. •Max Flow 1.5 FPS {' • is 62.62 GPM = ,X ' .� . 3"Sump Outlets Eta -- '. 25513-300 'White •tAPMO File SP-5066 , • - ,;,, ,2-•I .. 25513-301=Gray -j,.-� 25513-304=Black Custom Molded Products, Inc. Toll tree:B00.733.9060 or visit us online at www_c-m-p com e�os + ac+ -,.., , Contact us for details about our complete line of pool,spa&whirlpool bath components.! OFFICE COPY • TYPICAL DECK ACRYLIC THICKNESS DECK . . . . . . . . . . . . . . . 2) #3 EXTEND REBAR INTO SOIL OR MIN. OF ACTUAL 12" FOOTING FOOTING DETAIL 1"= 1' ugri sePicr Ordered By: i - ' -„if2°..6t F- . i ... E , .. , �._ ( i N D t_.# c., �4. ,.._ f : . -J L ac f _ •_-. —Serving all of Florida— k WeU, - t: : i �-: s 9 PROPERTY ADDRESS: 1913 SELVA MARINA DRIVE ATLANTIC BEACH,Florida 32233 SURVEY NUMBER: FL1107.1045 FIELD WORK DATE:7/19/2011 REVISION DATE(S):Gay 1 7/19/2011) NOTES: FENCE OWNERSttIP NOT DETERMINED FL 11071045NO POINTS OP INTEREST OBSERVED AT TME TIME OF SURVEY BOUNDARY SURVEY ®1 F I C C®D V DUVAL COUNTY =a LOT 27 1,4 fb (t.) Qs 9 1/2'PIP 73°36,31 A 38 a �) i 1 N?3°35 o LOT 13 CP .-4_,. ,,, .„ , i. u3 , , 0 Ire NPC I STY. - �/villi --- „- .,, rs,\ 1) ;.-4 C4izGtele RES I/1913 , - � , 01 cl__ t 2 3, ,•T -_,-,\ 0, 5IRC Z L0/7337 ".:"; TOTAL LOT: 11,161 SDR FT W O = N HOUSE: 2,577 Sq.Ft. Z Q(,) el DRIVEWAY: 1,087 Sq.Ft. 0 wm Q PORCH&WALKWAY: 69 Sq.Ft. a ce 2 U EXISTING CONCRETE: 28 Sq.Ft. Q U > Z TOTAL IMPERVIOUS: 3,761 Sq.Ft. H o5 W (APPROX 33.7%) Z - M Q W a) PROPOSED DECK: 399 Sq.Ft. W. PROPOSED IMPERVIOUS: 4,160 Sq.Ft. W Z &j (APPROX 37.3%) W w - o POOL AREA: 300 Sq.Ft. O _ P Z Q cc POOL PERIMETER: 72 Sq.Ft. 4 ROPERTY LINE/FENCE DECK AREA: 399 Sq.Ft. `IJ d/ 0 ~ 27,6„ 8 GAGUE COPPER GROUNDPLANTER WIRESECURD AT STEEL L— PLANTERJ cn a MAT OF SHELL AND POOL LL— EQUIPMENT AS REQUIRED 0 - d g ' m BY CODE POOL LIGHT o_ m : } v STORM WATER AND _ ;/�� }` RUN-OFF FROM SWIMMING U -MAIN POOL ! Q POOL AND DECK WILL NOT PI I 1' 6" \ 'DRAINS DECK Q73 Ce 0 IMPCAT ADJACENT DISTANCE TO 0 PROPERTIES CLEANER PROPERTY LINE 3 "F LINE 46 2 v POOL TURNOVER • ', $ RETURN(3) �� 6,095 gal @ 35gmp=2.9 hrs 0 �k••T, SUNSHELF 'A4-h rc '� Lu ;A..;•`...„<t: Igglip,. D_ o O SKIMMER Q' IV o N W O Oin O ,..2.54:.-4:::.k.:,' ,z;..._ -, PLANTER ' 52 L-, ca Er) D N 0 J V. O CUSTOMER ELECTS TO USE (3) ONE OF THE FOLLOWING RESIDENCE 1.HARD WIRED ALARMS ON ALL WINDOWS AND DOORS 0 LL LEADING TO POOL AREA 2.CHILDPROOF FENCE 3.POOL COVER II 4.OTHER APPROVED METHOD 0 O W 0 n- CUSTOMER INITIALS: 5 W I- to w0 OU v) Ordered By: > "y r R- c Q t! __� aE .. .,„., Tr , , ,, , � , g ......., , ..,.., �"'l t.� �..� i.F F �f Ft lam' 3 .. �� y, �. ,y —Sentinel all of Florida— a»4, - �- PROPERTY ADDRESS: 1913 SELVA MARINA DRIVE ATLANTIC BEACH,Florida 32233 SURVEY NUMBER:FL1107.1045 FIELD WORK DATE: 7/1912011 REVISION DATE(S):;rev 1 1;/2011' NOTES: 1 PENCE OWNERSHIP NOT DETERMINED :r, FL 1107.1045 NO POINTS OF INTEREST OBSERVED AT THE TIME Of 5URVEY irs: BOUNDARY SURVEY DUVAL COUNTY - PO 2% t 3S•tat?l o 9 1/2•PIP NO ID N'13'35�� 138 `2 aN N 73° (IONIC 1110 LOT 13 , °w 0 ri.: 63- .A. `sk3A 1) ' .-ui �\ \ / 1/2'FIPC STY. -`/ J t ILLEGIBLE RES N 1913 -rn \ w • 23 a n ` 22. N • A liNia \ 5IRC •_ :•.:,d;"1-r,: tp0 TILE -z t 05/7337 Y.;- r` GP pN1 ` A' 2p. 0.I' s -t P.C. • s`M. _ - • N LOT I-, 1NOID ' - LOT 2G' No l Ai\.. i o G \ t 112'PIPc 5�3°a0A y W 125 O \ ILLEGIBLE 5 o tto - \ IlNITYpE�ELpP \ / a-,N° m MENT Q ON 70 0 TABLE: 0� �_, L I N 16°24'46"W 50.85'(F*-M) -ot C-I p. STEP R=2814.79YP$M) `. NSE M`ins L=34.16'(P)34. 14(M) I hereby certify r . r ..Sietch of 5 - Al-hereon described =0°41 43(P)O°41'42"(M) property has.,:n ..:unal9E92y di• 'a :•.to t/ie best of my I/2•PIP N 16°03'55"W, 34.16'(P) knowledge and•:`'•f is a true. d ave ' resentabon of No ID 9 1 P @Pc. N l6 /456"W, 34. 14(M) survey that =:o.. e •• or tri-pkto:,4.:rds set forth by the LOT 24 > Florida Board• r•. : . . .f rvey• :i: described in Chapter `_ 5J-17 of the FI. or: •d 'mrn�p c` • � c�J, �1.bkYbe' ,�S' 40 0 20 40 i I S'`"''tt SURVB-4°' N h KEITH A STEPHENSON GRAPHIC SCALE (In Feet) State of Florida Ptoro demi Surveyor and Mapper 1 inch = 40' ft. "' - Limnos No.6521 • 4,- Used This Storey for Reposes other than intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified +:.- ._ -rt`+t'nor.,r' POINTS OF INTEREST_ NONE VISIBLE FLOOD INFORMATION: s- • By performing a search at www Tema-gov,the property appears to be located in zone A This Property was found in CITY OF ATLANTIC BEACH,community number 120075,dated 04/17/89 j CUENT NUMBER: DATE: 7/19/2011 MIKE BURDIAN, DEB SMITH, t Yr'4..->. :... - - - Realtor® Broker Associate ': BUYER:CHARLES C PINEDA AND KIMBERLY D.RIDER (904)521-8244 (904)710-0241 . MikeBurdlanhomespgmail.com DebSmIthHomes@aol.com t ,1 SELLER: STEVEN LITTON&JOY LITTON --•— w FlondaBeachandGOlfHomes.com .v....."::',f1 o�xtara.x�.ff CERTIFIED TO:CHARLES C PINEDA AND KIMBERLY D RIDER,GIBRALTAR TITLE SERVICES;OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY;BRANCH BANKING AND TRUST COMPANY r'.; www.suryeystars.com "'/ " ` �' Surveyors, Inc. P 866-735-1916• F866-744 2882 This is page 1 of 2 and is not valid without all pages. LBs 733, 12220 Towne Lake Drive,Suite 55•Ft.Myers,FL 33913 di - „. an ,,,,..7.,:,...,-,..f..' ti"3t.S:.rT ...bi`:Y i::i.c.n '- k--.�'i� -..=t: - ...-.._..-___;.:. 2 ,. 'S"� _��°�.: 21•.k.. s>. ,�3:•. ":!.-'-;:t-'.--.- . . - x;�:. TOTAL LOT: 11,161 SQR FT 0 Cr LLL M W � = CV_ HOUSE: 2,577 Sq.Ft. Z Q U J d ZQ DRIVEWAY: 1,087 Sq.Ft. �,c \ O w LU PORCH&WALKWAY: 69 Sq.Ft. D_ Q 2 U EXISTING CONCRETE: 28 Sq.Ft. ``�\oo ® Q U J Z TOTAL IMPERVIOUS: 3,761 Sq.Ft. 4o1 \ F- O W F_ (APPROX 33.7%) `\�� ® W ,- Q PROPOSED DECK: 399 Sq.Ft. /�� 0 CD LLI .- `� U PROPOSED IMPERVIOUS: 4,160 Sq.Ft. W c!j (APPROX 37.3%) Ct w w C75 0 POOL AREA: 300 Sq.Ft. = z D Q POOL PERIMETER: 72 Sq.Ft. - = PROPERTY LINE/FENCE DECK AREA: 399 Sq.Ft. / l" I- 27' ❑ b'n 8 GAGUE COPPER GROUND PLANTER WIRESECURD AT STEEL ALA -` J MAT OF SHELL AND POOL lial = U EQUIPMENT AS REQUIRED BY CODE 0 d o m V- POOL LIGHT >- o STORM WATER AND 4.---- � `. = RUN-OFF FROM SWIMMING ` ( -MAIN POOL I J Q POOL AND DECK WILL NOT QI 1 1' 6" \ 'DRAINS DECK Qiy IMPCAT ADJACENT / DISTANCE TO 0 > PROPERTIES ;---- CLEANER PROPERTY LINE 3 LINE v POOL TURNOVER , '; RETURN(3) 46' 2" 6,095 gal @ 35gmp=2.9 hrs a .. \,,,, SUNSHELF in ''•A`-';' ''c'(2 P , TE o aN SKIMMER IV37°- ago in Elco °o fA 3 d' CUSTOMER ELECTS TO USE COco 0 ONE OF THE FOLLOWING RESIDENCE -° 1.HARD WIRED ALARMS ON ALL O WINDOWS AND DOORS a u LEADING TO POOL AREA 2.CHILDPROOF FENCE II 3.POOL COVER O W U co 4.OTHER APPROVED METHOD a r d CUSTOMER INITIALS: Q Z co6 Et o O N Ordered By. AV% 1 view all of Florida— PROPERTY ADDRESS 19.13 SELVA MARINA DRIVE ATLANTIC BEACH, Florida 3223 FIELDWORK DATE lnarrott REVISION DATE(S). SURVEY NUMBER: FL1 107-1045 FL 1107 lae rNCZ 0"EliShill Nar offM"NEo BOUNDMYSURVEY REVISION fqo FOWM Or WrEiMST CWS AT THE MWX OF 5URVEY DWAL COUMN Bp#(4- 1117 -coo OFFICE COP A%04 2- DATE LOT 27 SIGNED- /77 I s30i5, 140170 1* 0. -113S 014 LOT 13 Ut PT V -UW --d t— ,I STY. T, KLEGWi 313 < S.T > 0 p ` f {''1 pq.l' X12 � � _ .A 7v` .gl�. ^:.•moi -i ��.�ry�i, �%" .� 72 1 WrrM7 go P -C- or 0.11 > LOT 14 0N K3 NO ID T249 0 LOT 25 TABLE: LI N I6024'46RW50.,551(F*M) y.Sa R-2614.79*60*0 Of /wow desaftd L=3 / 6r) 34/ 4 W) 141 rAr =0 A 4 1'43YM 474l'42 -ft NO ID N / 6003,55, W. 34. Bow sit i vfa� VT4 N 161456'W 34.14YM) LOT 24 51-17offt 40 0 20 40 KMA.STE40" Al"D (11 r2i. Feet) 4401' ft tJmnse Nd 562t UsL-OfTIftSurWY(OrPamosesothertftnintendecL>Afidm=MkftteriWOcadmwinbeattheUuwtSoleWmkwdWommuabftyloftSwveym Nothing hewn slell be Consttued to Qw AW RW--8qAfttGAAyGne0dwftn thwe CWAEd POINTSOFINTEREST --'VISIBLE NONE �01111111111 FLOOD INFORMATION: By performing a search at www Tema clov, the property appears to be located in zone A. This Property was found in CITY OF ATLANTIC BEACH, community number 120075; dated 04117/69. 01 CLIENT NUMBER. DATE: 7/19/11 URDIAN, DEB SMITH, Broker ASSOCkIle BUYER: CHARLES C. PINEDA AND KIMBERLY D. RIDER -8244 (904)710-0241 0ffX*@9MQ1LCoM Deb&TftIiome3@cIoLc0M SELLER: STEVEN LITTON & JOY LITTON ro sm 00fidaBea ndGOINOMes.com WE I I CERTIFIED TO. C14ARLES C. PINEDA AND KIMBERLY 0_ RIDER. GIBRALTAR TITLE SERVICES; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY: BRANCH BANKING AND TRUST -COMPANY Iswwwsurveystarscom This is page I of 2 and is not valid without all pages. - ;aid Surveyors., Inc. P 866 -73S -IM- F866-744-2= 12220TOWr*Lake.Drin.Suitesi-Ft"MFL3399 PH Ordered By_ r t 3C•+4 4 u �nG SerWnQ all 4f F'14tTda ==�� - F PROPERTY ADDRESS: 1913 SELVA MARINA DRIVE ATLANTIC BEACH, Florida 32233 If Ilia FIELD WORK DATE: 7n912011 REVISION DATE(Sk Rev t m9miii FL 11071005 BOUNDARYSURVEY DUVAL COUNTY 1 stmymafi t7wr&&6, 5,1:17offt SURVEY !NUMBER: FL1107.1045 NOTES. FENCE OWNER5MF NOT DETERMINED NO POINTS OF INTEREST OBSERVED AT THE TIME OF 5URVEY KE1THASTEPHEMM uml�et�o.ssz, Use of Tl�it SgNey ft# Ptitppiei OThM Ih2n illte�d2d. Wrtfio�![ W NW*v hereon shad be Cotsmmd to Gh POINTS OF INTEREST NONE VISIBLE .0 20 40 GRtc S t1u. Feet) N . '_ 1 inch = 44' ft. /en'KwtiorawiifbeattheUser'sSdelGskaadUfitNoutUatHtifywthe5ufyey�u TITLE SERVICES; OLD REPUBLIC NA7'IO0LTITLE INSURANCELCOMPANY; BRANCHBANKING AND TRUST COMPANY - d SUt'VeyQrs; lilt P 866=735-1916• F866-744-2882This is page 7 of 2 and is not valid without -ail pages. 7 12220 Towne Lake Drive. Suite 55 - Ft Myers, FL 33919 LOT 27 ITT NO ID t1 7 3�j'lk`4 N? ON N LOT 13 N ► ee w Sc T tm RW ri to nal. t t N l N '• �l �Gs Syy F'T' t c� w rn i 11T RFC i STY. -PC, I�4lvtr pecb s >, -- K Q UWWF-437 or 0. LOT 14 fir m? 26 NO ID 1 125 Q 56 44 j II 53k� C i f LOT 25 COMMUNITY DEVELOPMENT v, �e A APPROVED TABLE: � J L I N! G024'46° W 50.65' (PQM) �� cr P. STP t� R= 2614. n'(P'*M) of f herr(�artdesrarr tf L= 34.16'(P134.1W(M) ! A=0°41'431M) 0041'42'(M) laab� NO ID �a N 1610355' W, 34.16'(P) gP,G �ttbyfl� LOr24 N 16°1.4'56-W, 34.14YM) KE1THASTEPHEMM uml�et�o.ssz, Use of Tl�it SgNey ft# Ptitppiei OThM Ih2n illte�d2d. Wrtfio�![ W NW*v hereon shad be Cotsmmd to Gh POINTS OF INTEREST NONE VISIBLE .0 20 40 GRtc S t1u. Feet) N . '_ 1 inch = 44' ft. /en'KwtiorawiifbeattheUser'sSdelGskaadUfitNoutUatHtifywthe5ufyey�u TITLE SERVICES; OLD REPUBLIC NA7'IO0LTITLE INSURANCELCOMPANY; BRANCHBANKING AND TRUST COMPANY - d SUt'VeyQrs; lilt P 866=735-1916• F866-744-2882This is page 7 of 2 and is not valid without -ail pages. 7 12220 Towne Lake Drive. Suite 55 - Ft Myers, FL 33919 ! WATER LINE DECK OVER GENERAL NOTES: POUR OR 0 I• POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA, JOB SPECIFIC PIPE SIZING; TOTAL DYNAMIC HEAD BRFOOPINO COUNTY AND CITY BUILDING CODES. CALCULATIONS AND EQUIPMENT SPECIFICATIONS 2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AND DOCUMENTATION ARE TO $E PROVIDED BY THE AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. POOL CONTRACTOR FOR EACP PROJECT. THE POOL S. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPAG R CONT. TO PROVIDE A COMPLETE TURNOVER OF POOLWA ECONTRACTOR MIDST USE THE MAXIMUM FL CAPACITY 2-M3 BARS IN (l2) THEW£ HOURS OR LESS. OF THE SELI=GTED PUMP AND PROVIDE N DRAULIG coNr. IN 6° of wAT£RICK aoND8"X8"BOND LIN£ TILES 4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF SIZE AND SHAPE. IF FILL ISREQUIRED FOR 2 FT. TO CALCULATIONS FOR TDP TO DETERMINE PROPER BEAM 4 FT. OF WALL WEIGHT THEN WALLS WAVE TO BE 5° REINFORCED WITW ADDITIONAL STEEL (S" O.G. BOTH WAYS) PUMP AND PIPING SIZING. THE MANUFACTURER'S AND/ OR EXTRA WALL THICKNESS (8" TO 10") EQUIPMENT SPECIFICATIONS AND OTI4f=R DOCUMENTATION S. ALL PVC PIPE WILL BE SCHEDULE 40. S. ALL METAL FIXTURES AND POOL LIGWT5 TO BE BONDED FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN POOL SWELL 3000 PSI PUMP MIX CONCRETEALTERNATE BEAM TO POOL STEEL AND GROUND WIRE. DRAINS AND GOV/ER ; ARE TO BE SUBMITTED FOR PNEUMATICALLY APPLIED. "-1" 1N VERTICAL WALLS (TYP) PINISS+N DETAIL 1, POOL ALARMS DO NOT NEED TO BE HARDWIRED REVIEW AND DOCUMENTATION FOR SIZINCS THE V-6" 1N COVES AND FLOORS (TYP) S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED CIRCULATION SYSTEM. 2500 MIN, GUNITE MAY BE 5UB51TIUTED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. FOR 3000 PSI CONCRETE \zIo 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL RETURN LINE POOL DECKS. - 10, ALL PUMPS AND FILTERS WILL BE ANCHORED TO A v CONCRETE PAD WITH TAP CON ANCHORS. w Q 11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED SKIMMER 0N WITH A COVER THAT WAS BEEN TESTED AND ACCEPTED 4' Z BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH ,y 2' t J Z `�• A.N.5.h/A.S.M.E. A112.19, SM, "SUCTION FITTINGS FOR USE IN '® SHIMMING POOLS, SPAS, NOT TUBS, AND WHIRLPOOLS BATHTUB RETURN INLET _j 0 Z � �\ APPLIANCES" RECIRCULATION PUMP UNDERWATER LIGHT O v\ 12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 201'1 LLL ® tii FLORIDA BUILDING CODE 6TH EDITION. Q V � V Q 13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 2011 FLORIDA BUILDING CODE 6TH EDITION, SKIMMER SUCTION > Z w - Q Cl 14, POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC CODE, SEE 680.26 (5)(2)(b) FOR PERIMETER BONDING -..- MAIN DRAINS MEET THE VIRGINIA GRAEME ® Z 0 Z USING AT LEAST ONE(I/ k8 AWG BARE SOLID COPPER CHLORINATOR MAIN DRAIN CTIO - BAKER POOL AND SPA SAFETY ACT. VaJ CONDUCTOR. 15. FOR.RE51DENTIAL POOLS UP TO A WATER DEPTH CI.- N H OF 8'-O" 03 REBAR 12" O.G.B.W. OVER W -0"J POOL 0 � SPECIAL ENGINEERING 13 REQUIRED AND 15 NOT FILTER ®Ll.. APART OF THIS DRAWING SPECIFIGAfION5, WALL ®(� OW. ��' cc THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8-0" A SPECIAL DESIGN WILL BE REQUIRED. RETURN INLET w3: w m ® : UI Q 1.0,1 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE w (A ui 3:ANSWAPSPACC-5 2011 FOR RESIDENTIAL INGROUND POOLS, V cc uj ANSI/APSP/I00-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPA5, AND AN51/APSP/ICC-1 2013 FOR - RE RN LINE W U,1 SUCTION ENTRAPMENT AVOIDANCE STANDARDS. cc AND ANSI/APSP/I00-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY Il. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION TYPICAL SHIMMING POOL FITTING 15 MISSING,` BROKEN, OR LOOSE: IS. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC CLEANING SYSTEM, IS A VACUUM CLEANER SYSTEM WWICW HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS' INLETS LOW PROFILE 1. �� VARIES WWICW CAN BE ISOLATED BY VALVES, THEN EACH SUCTION JUNCTION 4.0' S IM INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER BOX N3 BARS GRADE 40, 12" O.C, 4" THICK CONCRETE DECK AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, MIN. T 6"X6" VERTICAL AND 4" / W/ FIBER MIX 2500 1-51 OR OTHER APPROVED MEANS. CERAMIC TILE HORIZONTAL (TYP) 61 COMPACTED SOIL UNDER PARKER MYNcwr=NBEP►G s Assoc., INC. 3 N WATE�CLINE (� I CONCRETE DECK PROFESSIONAL ENGINEERS LAND50APE ARCHITECTS 1129 in RIDGEWOOD AVENUE WOLLY WILL FLORIDA 32118 �i 1/2" QUARTZ - -•-�'' (386) 611-6891 FAX (386) 611-2114 io FINISH UL APPROVED UNDERWATER LIGHT fd' -- /► A - � »3 BARS 12" ON CENTER T I�/ F I V AL EACH WAY (GRADE 40) THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMESRE 5I CENTAL SW FOOL THE DIAMETER DOWN FROM THE TOP OF THE s ly4�w ROUT MAIN DRAIN GRATE TO THE TOP OF THE $IN W1 RELIEF PLUG OP. 2"°` Pj5) ON POR 701 THEAIN MAINDRAIN BOX IF THE PIPE COMES IN VERTICAL dodos boo, HYDROSTATIC C RELIEF VALVE, F REO -D. ' ' i INC.POOL SWELL 3000 PSI PUMP MIX CONCRETE a i FLORIDA LUXURY FOOLS/ G IF THE MAIN DRAIN PIPE CONES INTO THE �5,,0�0 ° PNEUMATICALLY APPLIED. ° "" i + " MAIN DRAIN BOX HORIZONTALLY, THE COVER DEEP D FLOOR ROGKBED 5"_T• IN VERTICAL WALLS (TYP), zap FROM THE TOP OF THE GRATE TO THE TOP WALL R INFORGEMENT 6"-8" IN COVES AND FLOORS (TYF) L� b -j4 LEVY ROAD OF THE MAIN DRAIN F'IPE NEEDS TO BE IS TO SLOPE BREAK 2500 MIN. GUNITE MAY B£ SUBSITIUTED �; ` �1° a , 'r 4 ATLANTIC BEACH, FL. 32233 TIMES THE DIA. OF THE MAIN DRAIN PIPE. M3 BAR 12" ON CENTER, EACH WAY < 1.0" DEEP FOR 3000 PSI CONCRETE i, 0104-226-1526/ X04-222-1188 1-I/2 TINGES THE DIA. 08 BAR 6" ON CENTER, EACH WAY > 1.0' DEEP AND OVER. C 1-1/2 TIMES THE DI a PGI45$ggq SECTION y. MAIN MAIN DRAIN PARKER '032645 SWEET I OF 4 DRAIN i THERAPY JET ,�COPY THE MAIN DRAIN PIPE INVERT NEEDS TO BE ISTIMES THE DIAMETER DOWN FROM THE TOP OF THE RETURN LINE MAIN DRAIN GRATE TO THE TOP OF THE M _ _------- •---- MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF TWE MAIN DRAIN PIPE COMES INTO THE MAIN DRAINS MEET THE VIRGINIA SRAEME MAIN DRAIN SOX HORIZONTALLY, THE COVER BAKER POOL ANIS SPA SAFETY ACT. FROM THE TOP ATHE GRATE TO THE TOP RECIRCULATION PUMP (SECOND MAIN DRAIN MAY BE ON SIDE WALL) OFTHEMAIN DRAIN PIPE NEEDS TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1 1-1/2 TIMES THE DIA. 1-1/2 TIMES THE DIA, MAIN DRAIN (5UGTIO CHLORINATOR m� POOL UNDERWATER LIGHMAINT MAIN DRAIN FILTER DRAIN RETURN LINE 3/4" BULLNOSE TILE OPTIONAL -- —- _ ON EDGE OF STEP. CAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE TYPICAL 510A 1=001.- 2 MAIN DRAIN5 ON FLOOR ACRLYIG FINISH i 2-03 REBAR CONTINUOUS j j N\ \ Vii\ ON POOL SWELL 3000 P51 CONCRETE I '/\\\/�\\\\/ PNEUMATICALLY APPLIED. 4" THICK CONCRETE I ` /\//\/�\�/\/\/X/\/ 6" IN VERTICAL WALLS (TYP) DECK W/ FIBERMIX I /�/\�\\%\/\\� 6" IN COVES AND FLOORS (TYP) 5000 PSI \ \ \ \ \ \ \ \ \ \ \ \ 1',`' 2500 MIN. SUNITE MAY BE SUBSITIUTED WATER STEEL %\% REINFORCED \\/\\/\\/�\/\\�\\. \ FOR 3000 PSI CONCRETE CONCRETE ��`, /�//•/� 6"X6" CERAMIC TILE 1/2" QUARTZ FINISH LOW j VARIES JUNCTION JUNCTION BOX UL APPROVED 4,0' DECK, AND TILE DETAIL UNDERWATER MIN. LIGHT PARKER MYNCI-IENBERG 4 ASSOC., INC. I j I PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1 O I 1929 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118 COMPACTED SOIL (386) 6T1-68°11 FAX (386) 691-2114. UNDER GONOETE L------ UL — —. — DECK j MAIN DRAIN L.— EXTRA NT NUOUS RS F TYPICAL 5UGTION LINE f; i'R51 DENTAL 5W/POOL o a3 BARS 12 O.C. i �' D5 LGN r0 O>app poo°°Q HORIZONTAL i yam} FLORIDA LUXURY POOLS( INC \ WORIZONTAL (TYP) k re+� MAIN DRAIN W/RELIEF OO p o pOo (GRADE 40) j ' " a cwt`: -74 LEVY ROAD] ' o 0° OooO p O o PLUG OR 2° °opOo°o°oaQg° *° ATLANTIC BEACH, FL. 32233 HYDROSTATIC RELIEF pp$ O opo �`; . s a q04-226-1526 / 904-222— VALVE, IF REQ'D: o *00ooQo oa r '� GPG1458ggq s SECT ON PARKER ff �E. w32649 SWEET 2 OF 4 I BONDING CONDUCTOR POOL BONDING NOTES: 8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS FROM POOL OR APPARATUS I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A 08 AWG \ COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER AT 4 POINTS SHALL NOT BE REQUIRED. SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS OF THE POOL AND WHICH 18 SECURED WITHIN OR UNDER THE q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. T 4E PERIMETER THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL NEC 680.26 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE. AT AMINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED NT ALL PERIMETER OF THE POOL. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF ,OFFICE 2. ALL UNDER -GROUND OR UNDER SLAB CONNECTIONE $WALL BE BY LISTED MEANS HANDRAILS, DIVING BOARDS, AND LADDEJQ GRABRAIL5 IN THE POOL AND SPA AND PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT. OF EXCAVATION. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF THE POOL USING k8 AWG BARE COPPER WIRE. NOTE I S. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION F PLANTERS AND FOOTERS ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR, SHALL BE BONDED U51NG II, ALL POOL AND SPA LIGHTING NICHES 5HALL BE BONDED TO POOL AND SPA REBAR MB AWG BARE'50LID COPPER CONDUCTOR BY LISTED MEANS PER NEC 2508 PER NEC 680. THE COPPER BONDING CONDUCTOR $HALL BE BONDED TO THE TO TWE BONDING CONDUCTOR. REBAR AT BOTH THE POOL AND THE SPA; PER NOTE 8, ABOVE, WHICH 5HALL 1N 4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES. SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR 54ALL FIELD ROUTE TO DETERMINE A) PER THE NEC, NFPA 10 ARTICLE 680.23 (15)(5), STATES THAT BONDING SHALL NOT BE EXACT LOCATION, BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL REQUIRED FOR LUMINAIRES THAT ARE LISTED FOR THE APPLICATION AND HAVE NO NON - WHILE MAINTAINING SMOOTH RADIAL CURVES NO q0° RADIUS SHALL BE PERMITTED. CURRENT CARRYING METAL PARTS. IN ADDITION, PER ARTICLE 680.26 (5)(4), EXCEPTION 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. 5TATC-5 THAT LISTED LOW -VOLTAGE LIGHTING 5Y5TEM5 WITH NON-METALLIC FORMING SHELLS SHALL NOT REQUIRE BONDING. G. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" G PPER CLAD STEEL, 8' LONG THEREFORE, LUMINAIRES TWAT ARE LOCATED IN THE CLASS 2 CIRCUIT WITH POLMERIc/ AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED. USED SHALL BE BONDED USING "8 AWG BARE SOLD COVER CONDUCTOR BY LISTED 12 ELECTRICAL CONTRACTOR $WALL GALL FOR THE INSPECTION OF THE BONDING OF NOTE I MEANS PER NEC 250.8 TO THE BONDING CONDUG OR. THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THE5E AREAS. 1. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, POOLS WITH PERIMETERS OF VARYING (VERTICAL, GRADES, DIMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALL$, AND ZERO -LOT LINES. IN TWE5E CASE -5, THE BONDING CONDUCTOR SHALL BE INSTALLED 1N ACCORDANCE MINIMUM 5/8" DIAMETER WITH NEC 68026, NOTE I (ABOVE), AND DIREGTfO FROM THE AUTHORITY HAVING NOTE I COPPER GROUND ROD \ FROM POOL REBAR OR JURISDICTION (AWJ). THE ELECTRICAL CONTRACT R SHALL BE RESPONSIBLE FOR DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR COORDINATION OF THE BONDING WITH THE AWJ IN THE DETERMINATION OF ITS RESISTANCE VALUE OF APPLICATION OF THE NEC. NOTES 2 AND 3 25 OHMS 1$ REACHED SPA (IF USED) NOTE 1 BOND JUMPER NOTE.8 TYPICAL BONDING TYPES NOTE 3 TYPICAL TYPICAL NOT TO SCALE NOTES, BOND JUMPER 1 1. SPLICES (WELDED OR MECHANICAL SHALL SE PERFORMED IN NOTE 01 BOND JUMPER ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TYPICAL I NOTE 10 TYPICAL O SWIMMING POOL LT FIXTURE NOTES I, 4, NOTE II 5 AND 8 LADDER, WANDRAIL O i TYPICAL DIVING BOARD, ETC. TRANSFORMER PUMP MOTOR 4JIUNCTIN BOX TYi=' I GAL 'OIC>L BONDING PLAN PAwep, MYNCNENBERG 4 A550C., INC. PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS NOT TO SCALE 1-12q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 h (886) 611-68411 FAX (386) 611-2114 POOL LIGHT NICHE i METAL CONDUITS n BONDING LEOEEND OR PIPING SYSTEM • BO, D CONNECTION, PER NEC 250.8 TYPICALCONTROL PANEL(S) o PARALLEL TAP cONNECTION,(PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, O8 AWG (MINIMUM) «� � RESIDNT,a►L SW/fi'OOL POOL .` DIES I GN FOR TI � EL REINFORCING 4�( 4 " T- 11100111 LORIDA LUXURY fi'OOLS, INC. III d III Q 74 LEVY ROAD HEATER CASE ATLANTIC BEAGN, FL. 32235 X104-226-1526 / 4104-222-1188 TYPICAL POOL BONDING SCI- EMAT I G , � � r �GPG1458ggq NOT TO SCALE ah; SCHEMATIC NOTES I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES,* • *!. METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND METAL WIREWAY5/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 68026. OR, AS ty; , ACCEPTED BY THE AUTHORITY HAVING JUR SDICTION (AWJ). PARKER MYI.{ 052645 SHEET 3 OF 4 r4" DECK 5-V2" TYP ALL SLABS PLAT SLOPEMO FOOTING TURN DOWN FOOTER DETAIL TY.: I '4T. I FT IN OR STEEPER 05 REBAR CONT. THE POOL CONTRACTOR SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED ON OR THE POOL SWELL r-mt-lPnA,-LJr-A IW'rn TU;= 5'-6" MIN. DISTAN LESS THAN I ON I I TO I AREA. MOTEIRATE SLOPE FOOTING STEEP SLOPE FOOTING (V 05 REBAR CONT. TYPE 2 4 5LA15-1=00TINS D ETAILS MAX, 5-V2" TYP ALL SLABS PLAT SLOPEMO FOOTING TURN DOWN FOOTER DETAIL TY.: I '4T. I FT IN OR STEEPER 05 REBAR CONT. THE POOL CONTRACTOR SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED ON OR THE POOL SWELL r-mt-lPnA,-LJr-A IW'rn TU;= 5'-6" MIN. DISTAN LESS THAN I ON I I TO I AREA. MOTEIRATE SLOPE FOOTING STEEP SLOPE FOOTING TYPE 2 TYPE 2 4 5LA15-1=00TINS D ETAILS 2500 MIN. GUNITE MAY BE 5UBSITIUTED FOR 5000 P51 CONCRETE u5r: roxe io/io ww OR, risEk MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. EXISTING STRUCTURE STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANCHOR 2" X 4" STRINGERS DEVICE SUCH AS A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAprOt,[S TO PLACED AT 2 FT ON CENTER IN ALL AREAS EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. CONCRETE PAVER DECK STEEL TEX FORM W/ EXISTING STRUCTURE W L STRUCTURAL STEEL N PLACE TO BE IN SUPPORTED 12" AWAY FROM SHORING. 5000 PSI CONCRETE H/ 2-03 OEBARS THE POOL SWELL WALL SHALL BE RIBBON FOOTING "W/ PAVER C ONSTRUCTED G" . DECK USE 1/2" ' # 5 REBARS ATAT G" ON ENTERS OR EQUIVALENTPLYWOOD BUILDINGSHEETING BOTH WAYS IN AREAS THAT EXTEND MATERIAL To RESTRAIN SIDE INTO THE ANGLE Or REP05E OF EXCAVATION BACKFILL BEHIND SHORING TO PREVENT UNDERMINING OF STRINGER MAY BE DRIVEN �_ EXISTING STRUCTURE. INTO GROUND MIN. cl" OR OTHERWISE SUPPORTED PROVIDE WEEP WOLE5 AS TO PREVENT FROM KICKING APPROPRIATE. OUT AT BASE. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT ROUGH SWELL AS RAPIDLY AS CONDITIONS WILL ALLOW. THERE 15 NO SUBSTITUTE FOR RAPIDLY BACKFILLING EXCAVATION TO PREVENT SHORING DETAIL UNDERMINING OF ADJACENT IN LOCATIONS WHERE EXISTING FOUNDATION 15 STRUCTURE. THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED. f PAWER MYNOWENBERS 4 ASSOC, INC. PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1'129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 3211*1 (386) 611-613011 FAX (386) 6-1-7-2114 TYPICAL RE51DENTAL 5W/1=00L DE51 GN FOR FLORIDA LUXURY FOOL5, INC. '14 LEVY ROAD ATLANTIC 5r-ACW, FL. 32233 q04-226-1526 904-222-1188 PA 32645 SHEET 4 OF 4