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255 PINE ST - POOL J r r y ' J=� CITY OF ATLANTIC BEACH�''` "-. 800 SEMINOLE ROAD .\ ATLANTIC BEACH, FL 32233 .P;n>'r INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0029 Description: IN GROUND POOL Estimated Value: 27500 Issue Date: 9/4/2018 Expiration Date: 3/3/2019 PROPERTY ADDRESS: Address: 255 PINE ST RE Number: 170563 0000 PROPERTY OWNER: Name: BIGGAR RYAN M Address: 255 PINE ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Branrox, LLC Address: 6358 Engram Road New Smyrna Beach, FL 32169 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. OAP City City of Atlantic Beach APPLICATION NUMBER JS , .n� Building Department (To be assigned by the Building Department.) A800 Seminole Road C�b0` �j -0 oz �., v~ Atlantic Beach, Florida 32233-5445 7 Phone(904)247-5826 • Fax(904)247-5845 _on E-mail: building-dept@coab.us Date routed: /� l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /S3 P ( jL6 ( De artment review required Yes No Buildin Applicant: BRAN ©� l_ L� fanning &Zoning Tree Administra or Project: S(AD t NV\ t C-N POO C _ ("Public Works j PUDIICidfTi if'es 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: BUILDIN • &ZONING —7.io—i k— Reviewed by: � Date: TREE ADMIN. Second Review: PirXpproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES (� PUBLIC SAFETY Reviewed by: vn Date: CT"6"/ FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 4Fn '��r Building Permit Application Updated 12/8/17 City of Atlantic Beach 7.t 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 p Job Address:.4c5 P/nrE S/: 2 fTZJrIrii�C 6C"A( , k Jab Permit Number: IJO DL I u Do ZC) Legal Description ID�llo hG-ZS-2y G .S4c.T'g/RSEc•3 �-or S3/ RE# !?d c63- a 6° Valuation of Work(Replacement Cost)$o27�Sf O Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo ool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial ; , •. • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • 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 to be performed: l�S� L--4-09-/7 40 , 't /0 JO/ Co/yeA4•!2 !/►V-E uevp S?Q/at.mCMI6 Florida Product Approval it for multiple products use product approval form Proverb,Owner Information Z SS P -'i 5-/11Kder Name:A'Ali 046"& Address: 111-14-"inc_/ft- & ACN, FL 32-233 Re-A(_f State FC- Zip 3-22 3 3 Phone 'fol 3/,S E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: 8/2.4Tr/&iX, 4-CC- Qualifying Agent:l^/N7.1 A4/4/24-74 Address/ 2-1 A DAKA AY/QP1111 Aeo-, jS3- City APPPK/4 State FL- Zip 3 2- Office Phone 39 4..50. 3L3f Job Site/Contact Number 3 86 -65D-343/ State Certification/Registration# CPL'Del 2-9 2— E-Mail bMAQ7`J'.1QJ' lA4Poets AN0l 0.2.e C0M Architect Name&Phone# Engineer's Name&Phone# Workers Compensation %UOi_L.L'ON.t p 0 at: /,t.,/>,6/zo l� 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 addit llLto thiereg invents 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 A EY BEFOG RECORDING YOUR NOTICE OF COMMENCEMENT. IOW (Sigriature of Owner or Agent) (Signature of Contractor) (including contractor) 4 Signed and sworn to r affirmed)before me this. day of Signed and sworn to(or affirmed)before me this day of MCN 2-018 by MAY 131GGAi2. ,1 , Z(:)/s' ,by l).gni s t (no 4--ka atu.i 21R t -ce - (4, '. . 4.0 it (Signature of Notary) 7 • na . -o • •ry) [ )Personally Known- ;: TERRI LEE ANDREWS [�}'Cersonally Known OR .�,•, W Y N N E DEE T H R OO P Nroduced identi •- lAy *lgg *F#9900#4 [ l Produced Identification #� o,..,i �= : Commission#GG 99351 Type of Identification', 'LT'S Type of Identification: r,: My Commission Expires , April 30, 2021 r4C1)39 �,.. 73wioe•oom IP l 4iJs CITY OF ATLANTIC BEACH -- t`' 800 Seminole Road �, '` Atlantic Beach,Florida 32233 -' si FF1r COPY REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date SvL4 2- Revision to Issued Permit Corrections to Comments Permit# PSL(g-002- �i fit? Project Address 25s- P tRI ST i\T( (C- L3EA( \4 L-- 22233 Contractor/Contact Name D c N N L( M c-& ' 71s,T c-LA -1-( A - Phone 3S2-262•4ZfoL' Email \0 0.Ac tagg0. itA 200(/...e ( ,, k00,caAA Description of Proposed Revision/Corrections: Permit Fee Due$ 5-0-d U "1-AF w Co. A. S+. r S Co L.(0 u/N-( t C.Cl. l-a i-i-Z i. 1'oM f=.,(v(7-11‘tqta._A.... Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. _(printed name) \ t h -/ 2.. --i • 2_0 143 Signa' re of Contractor/• g- t(Contractor must sign - -. e in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ;uilding Cor{-tem 0r ( A-Sec4a€J /r1�^ • ng &ZoningU Reviewed • t n`� S'�4�� By Tree Administrator Public Works c Public Utilities O -6--/Y' Public Safety Date Fire Services S ., f. /J'\ �' % s CITY OF ATLANTIC BEACH a 800 SEMINOLE ROAD U = Xi i 9 ATLANTIC BEACH, FL 32233 (904) 247-5800 :,--- ---016 9' BUILDING REVIEW COMMENTS Date: 7/10/2018 _ Permit#: POOL18-0029 Site Address: 255 PINE ST Review Status: denied RE#: 170563 0000 Applicant: Branrox, LLC Property Owner: BIGGAR RYAN M Email: dmartin@floridapoolsandmore.com Email: Phone: 386.690.3231 Phone: 407.625.3158 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: 1. Dennis Martin,just wanted to drop you a line concerning some plan review changes/requirements. I am attaching to this email our PLANS REVIEW CHECK LIST FOR ATLANTIC BEACH. Some items will not apply you, some will. The Cover Page, Site Plan, Erosion& Sediment Control and Construction Site Management Plan will probably be the important ones. Please implement these for this pool applications as they apply. It will help me and the other departments that review the applications. 2. Code Dates will have to be updated. 3. You may retrieve the documents that you have already submitted for resubmitting. 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 Resubmittal Notes: Ernai leo / RfV1 et. Co.-r. vv.-0, 4-s 7./6. 2o/ - �� 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 BIGGAR RYAN M Primary Site Address Official Record Book/Page The# 255 PINE ST 255 PINE ST 17195-00286 9416 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 OFFICE COPY IWASKEWYCZ LESYA 255 PINE ST Property Detail Value Sum_maty RE# 170563-0000 _ _- 42017 Certified 2018 In Prowess Tax District USD3 Value Method CAMA GMM Property Use 0100 Single Family Total Building Value $229,742.00 $262,295.00 #of Buildings 1 Extra Feature Value $2,600.00 $2,599.00 For full legal description see Land Value(Market) $170,000.00 $185,000.00 Legal Deter _ Land&Legal section below Land Value(Agricj $0.00 $0.00 Subdivision 03115 SALTAIR SEC 03 Just(Market)Value I$402,342.00 $449,894.00 Total Area 5023 Assessed Value $393,508.00 ,$401,771.00 The sale of this property may result in higher property taxes.For more information go ____ Cap DIfF/Portability Amt $0.00/$8,834.00 $48,123.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exemptions $~50,000.00See 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 $343,508.00 t 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 S]RWMD/FIND Taxable Value School Taxable Value Assessed Value $401,771.00 Assessed Value $401,771.00 Assessed Value $401,771.00 Homestead(HX) -$25,000.00 Homestead(FD() — _ ___-$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1Xb)(HB) Homestead Banding 196.031(1Xb)(HB) Taxable Value-mm $376,771.00 -$25,000.00 -$25,000.00 Taxable Value $351,771.00 Taxable Value $351,771.00 Sales History — Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Unqualified Vacant/Improved 17195-00286 6/5/2015 $150,000.00 I WD-Warranty Deed Qualified Vacant 13727-02353 11/6/2006 $100.00 MS-Miscellaneous Unqualified Vacant 06484-00597 3/15/1988 $100.00 WD-Warranty Deed Unqualified Vacant 04205-00272 8/2/1976 I$1,200.00 WD-Warranty Deed Unqualified Vacant Extra Features LN Feature Code Feature Description Bldg. Length Width Total Units Value 1 I FPPR7 Fireplace Prefab 1 0 0 11.00 I$2,599.00 Land&Legal Land Legal LN I Code I Use Description _ Front Depth Category Land Land Land LN Legal Description Units Tywe Value 1 10-16 16-2S-29E 1 0100 RAECS LD 3-7 UNITS PER ARS-2 50.00 100.00 Common 1.00 Lot $185,000.00 2 SALTAIR SEC 3 3 LOT 531 Buildings . Building 1 Building 1 Site Address Element Code Detail 255 PINE ST Unit Atlantic Beach FL 32233 Exterior Wall 8 8 Horizontal Lap _ Roof Strutt 3 3 Gable or Hip r"--:`.�_j ['] Building Type 0102-SFR 2 STORY Rooming Cover 3 3 Asph/Comp Shng — Year Built 2016 Interior Wall 5 5 Drywall HJ Building Value $262,295.00 Floorin 14 LIt g 14 Carpet Int Flooring 11 11 Cer Clay Tile Type Gross Heated Effective Heating Fuel 1 4 4 Electric Area Area Area C. Base Area 901 901 901 1 Healing Type 1 4 4 Forced-Ducted finished upper 1134 1134 1077 Air Cord 13 3 Central Story 1 Finished Open 135 0 40 Element 1 Code Porch i Finished Baths 2.500 Garage 415 0 208 Bedrooms 4.000 Finished Open 56 0 17 Stories 1 2.000 Porch Rooms/Units i 1.000 Total 2641 2035 2243 2017 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed I Rolled-bad[ Gen Govt Beaches I$393,508.00 $50,000.00 i$343,508.00 $896.63 $2,800.00 1$2,656.14 Public Schools:By State Law I$393,508.00 $25,000.00 $368,508.00 $500.94 $1,561.37 $1,591.40 By Local Board I$393,508.00 $25,000.00 $368,508.00 $247.28 $828.41 $785.59 FL Inland Navigation Dist. $393,508.00 $50,000.00 $343,508.00 $3.52 $10.99 $10.31 1 Atlantic Beach $393,508.00 $50,000.00 $343,508.00 $355.14 $1,109.02 $1,053.95 Water Mgmt Dist.S.IRWMD $393,508.00 $50,000.00 $343,508.00 $31.74 $93.57 $93.57 Gen Gov Voted $393,508.00 $50,000.00 $343,508.00 $0.00 $0.00 $0.00 School Board Voted $393,508.00 $25,000.00 $368,508.00 $0.00 $0.00 $0.00 Urban Service Dist3 $393,508.00 $50,000.00 $343,508.00 $0.00 $0.00 $0.00 Totals $2,035.25 $6,403.36 $6,190.96 .Het Value I Assessed Value Exemptions Taxable Value Last Year $110,000.00 $110,000.00 $0.00 $110,000.00 Current Year $402,342.00 ,$393,508.00 $50,000.00 $343,508.00 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 Doc,# 2014003607, OR BK 16652 Page 1856, Number Pages: 2, Recorded E 01/07/2014 at 09:52 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $2520.00 +i " i fa -_- a.“.01 PREPARED BY,RECORD AND RETURN TO: Osborne&Sheffield Title Services,LLC 4776 Hodges Boulevard,Suite 206 Jacksonville,Florida 32224 File#: 2013-1194 Parcel Identification Number: 170557-0000 WARRANTY DEED THIS WARRANTY DEED made this 3rd day of January,2014, by Carol Mirando, a single woman, hereinafter called Grantor, whether one or more, whose post office address is P.O. Box 9302, Ft. Myers, FL 33902-9302, to Ryan Maxwell Biggar, a single man,and Lesya Iwaskewycz,a single woman, as Joint Tenants With Right of Survivorship, hereinafter called Grantee, whether one or more,and whose post office address is 397 Ahern Street,Atlantic Beach,Florida 32233. (Wherever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs,legal representatives and assigns of individuals and the successors and assigns of corporations). WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other valuable considerations, in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the said Grantee the following described land situate, lying and being in the County of Duval, State of Florida,to-wit: Lot 524 of PLAT OF SECTION NO. 3 SALTAIR, according to the Nat thereof as recorded in Plat Book 10, Page(s) 16, of the Current Public Records of Duval County,Florida. SUBJECT TO taxes accruing subsequent to December 31,2013. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference shall not operate to reimpose same. TOGETHER with all the tenements,hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. Warranty Deed(Ioa ) Page 1 of 2 OR BK 16652 PAGE 1857 4. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. IN WITNESS WHE '11" . e said Grantor has set their hand and seal the day and year first above written. Signed, sea (`" in our . ;.,t,• 7 jo 9 / W,ittiess#1 si tur Carol Mirando 4------e.., _ �J_4 0 "-NA- Witness#1 printed name AzitizettJ.47p4-ra, Wiutess#2 signature P.5usal-j mer Witness#2 printed name STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this oC/ • . . :ecember, 2013, by Carol Mirando, a single woman, who is/are personally know ,,-- -,:..4 ave i roduced a valid driver's license(s)or has/have produced `s i.: tification. 1H161l llltll/ii,/ S- Notary Public \,\` EVEN OSB My Commission Expires: 4.: Nor;•o�,,M\stoN••.9,y% (NotarySeal) * • �' • T..; -. #EEE 883208 : Wer Deed(I• dwI) Page 2 of 2 2 l3 TREE & VEGETATION AFFIDAVIT FORINTERNALOFFICEUSEONLY ` City of Atlantic Beach PERMIT gii Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 ` (P)904-247-5800 f) Fi *t�, 4 SITE INFORMATION ADDRESS 255 Pine Street, Atlantic Beach, FL 32233 SUBDIVISION 03115 SALTAIR SEC 03 BLOCK LOT 531 RE= Installation of in-ground V RESIDENTIAL COMMERCIAL 7 OTHER APPLICANT INFORMATION NAME Branrox, LLC/Dennis Martin CPC042932 PHONE= 386-690-3231 ADDRESS 1321 Apopka Airport Road, Unit 55 CELL r: 386-690-3231 CITY Apopka STATE FL ZIP CODE 32712 EMAIL dmartin@floridapoolsandmore.com OWNER IV LEGAL AUTHORIZED AGENT 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 Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HE CERTIFY T .1g'N PROVIDED IS CORRECT:Signature of Property Owners)or Authorized Agent Dennis G. Martin, r. 07/02/2018 SIGNATU OF APPLICANT r ........- PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT,2 2 PRINT OR TYPE NAME DATE Signed and sworn before me on this -.. _ day of J tii�/ 2 � by State of ___ L / 1/ i — -- --- Cour tyof_. ILDUSICA --- Identification verified: 2e(SOn6 /lk./ k.r1CA,u fl Oath Swor:- >'No IZOZ '0£ Ilidb' 00; 3., K Notary Sion( re seridx3 uoissiwwo0 AN °� '` o,i.. .syn' - /307 t5£66 J0#uoisslwwo0 'ILO` My Commission expires --_,� 0 C dOO21H1 330 3N NAM ESCRIPTION: T 531, PLAT OF SALTAIR SECTION NO. 3, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED PLAT BOOK 10, PAGE 16, IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. f i SEN HM RK 2' /A., �� �� �L •, NAIL & DISK FOUND 1/2 A., ®� IRON PIPE "SSMC TRAY" 5 • ELEV = (5.90)r a' 4 r "NO ID" , ! ��►���' °13,(13) M) ( Op i 441, tv a_ m (i ' 4F-0 o 4 \ I0� GO, f� QQa � (13o , a \ ,%. )p �� o (40o 41D 40 • 0 �o' rItO �,� FOUND /2" BENCHMARK 1 y. 0O '9 X14' Slb IRON RIPE X-CUT ON N. j 9„2, �� R}- \ a "HOE 10' MRAM OF NHOLE OLE SEWER �*'4� (614p,9 4'00 0 41,041b/ G O ELEV a (6.34) r• 4 '4 O ��6 F' �a '�FRFS eo4 SAO 4'te ti (> � 5) c •8 3 x . y� Q® f SJ '� I ,, 130 FOUND 3/4"� '17�. �� ®l� �� I v+ 4 00' 1\ IRON PIPE _\� �4 e I 0 "NO ID" v ((( et ! 0i J I ti , c 9\\ a X44, r� 8ov 10 *9I, jci/lam , �, ..zr, - FOUND 3/4" ' 0(1,1`4) �QR� ,,y�' GL IRON PIPE (AJ g0'tP� p �' "NO ID" • ! go.6'35 \MI 170 ®� i 4011 I �� B WOOD FENCE x °B (.A'0 (TYPICAL) 5+4 .��, 'FOUND 1/2" . ' y r_ IRON ROD Op 0 s 0 "NO ID" C'�j '` ' �k LEGEND & AB REVI�TIONS A.Q (M) =MEASURED 0�44 (P) =PLAT 4 , ELEV ;a ELEVATION 4,19 r�'�tj�, LB a UCENSE BUSINESS ) SAN. •SANITARY 102= 20 ' C.O. •CLEAN OUT GRAPHIC SCALE OHL •OVERHEAD LINE 1 .1 1 F.F.E. =FINISHED FLOOR ELEVATION 10 20 40 IDa McNTIFICATION I CO3 =POWER POLE ?EYORS REPORT: (wATFRI I•WATER METERNhLVE ASSEMBLY No Bearings shown on the plot of Saltoir Section No. 3, Plot angles are assumed to be 90'. S IaTELEPHONERISER _levotions are shown thus: (9.04) and refer to the following benchmark: Mag nail & disk located nohhwest of the lintersection Df Pine Street and Atlantic Blvd, elevation = (9.04), North American Vertical Datum of 1988 (NAVD_88). Site benc*rnarks are shown hereon and are relative to (NAVD_88). Easements or rights of way that appear on recorded plans or that hove been furnished to the surviyor by others!have been ncorporoted into this drawing with appropriate notation. 'lo underground instaliotions or improvements hove been located except as noted. I there is no visible evidence on the ground of use of the property which might suggest a possible Claim of easement Measurement methods used for this survey meet STANDARDS OF PRACTICE FOR LAND SURVEYING per Chapter 5J-17.050—.052 I Requirements. , 10-16 16-2S-29E BIGGAR RYAN N SALTAIR SEC 3 255 PINE ST 2 0.1 R-170563-0000 Page 1 of 1 1 LOT 531 ATLANTIC BEACH, FL 32233 L 1111111111111111111111111111111 IIIIIIIIIIIIIIIIII1111IIIIIII'IIIII I I EY20 10/06/ 17 pao Map Id: 9416 713906.21 1.25 1.00 1.00 SALTAIR NBHD BUILDING CHARACTERISTICS 1 0100 Bingle Family "VALUE SUBJECT TO CHANGE•• Duval County Property Appraisers Office Tax Dist USD3 CATEGORY TYPE % PEE VALUE SUMMARY Exterior Wall 8 HORIZONTAL LAP 100 37.00 PRIMARY VALUATION METHOD CAMA Roof Struct 3 GABLE OR HIP 100 6.00 Rooting Cover 3 ASPH/COMP MING 100 4.00 p,. BUILDING VALUE 229,742 Interior Wall 5 DRYWALL 100 28.00 �i�P] �i, EXTRA FEATURE VALUE 2,600 Int Flooring 14 CARPET 50 5.00 14 20 Y ® 34--�-- TOTAL MARKET LAND VALUE 170,000 Int Flooring 11 CER CLAY TILE 50 8.00 4 1 �d MARKET VALUE OF AG LAND 0 Heating Fuel 4 ELECTRIC 100 1.00 ( FOP 7 TOTAL LAND VALUE AG+COMMON 0 Heating Type 4 FORCED-DUCTED 100 4.00 \� Air Coad 3 CENTRAL 100 7.00 ASSESS VALUE 402,508 17 ASSESSED VALUE 393,508 CAP BASE YEAR 2017 TAXABLE VALUE 343,508 25 EXEMPTIONS HE HX CATEGORY UNI'S J ..DJ 1 31 TOTAL EXEMPTIONS VALUE 50,000 Baths 2.50 0 SENIOR EXEMPTION VALUE 0 Bedrooms 4.00 0 35 FUA I SR/HISTORIC TAXABLE VALUE N/A Stories 2.00 0 � PERMIT NO. TP ST. DESCRIPTION EST VALUE ISSUE DATE Rooms / Unite 1.00 0 15-SFR- BLDG C SFR 130,000 08/19/2015 31 17 BASE RATE ADJ ADJ l BUILDING DIMENSIONS Quality Adjustment 1.2000 :::2:1164;::::::R:37:: AS2016:0,0:=525 E17 D3R3 510 E14 N31 W17 U3L3 N4 Mkt/Design Factor 1.0000 W14 $ FUA2016:49,0:.635 E20 N4 E14 N31 W34 $ FOP Size Adj. 0.9700 X14 TOTAL ADJUSTED POINTS 128 10 4 2016:14,0:=S4 D3R3 817 N7 W20 $ FGR2016:0,25:.821 DEPRLCIAIIUN ADJ ADJ 20 I E20 N18 U3L3 W17 $ FOP2016:20,38:.64 814 N4 W14 21 FGR $ 14 TYPE STYLE CLSQUA HO% NHX% LOC %COMP 4 FOP 4 0102 01 4 04 100.00 0.00 1.00 100 I 14-J REPL.ZOST NEW ASB EYB DT NORM %000DIt 4 231,478 2016 2016 52 0.75 99.20% 20 EAR AREA B H P.of B. EFF.AREA DPR VALUE EAS 901 ' X 100 901 92,286 FOR 415 50 208 21,305 BUILDING NOTES POP 191 30 57 5,838 FDA 1,134 X 95 1,077 110,313 BUILDING: 1 AKA: SITE ADDRESS: 255 PINE ST ATLANTIC BEACH 32233 0102 SFR 2 STORY L VOLUME/ PAGEI DATE OF I OVR SALES NOTE MAC N YEAR CLERK SALE N U I E PRICE AMOUNT MAC AMOUNT GRANTOR GRANTEE SALES NOTE 1 17195 00286 06/05/2015 MD Q V 01 150000 0 N 0 MARY BELLE HEATH BIGGAR RYAN M 20150616 2 13727 02353 11/06/2006 MS U V 11 100 0 N 0 ALDRIDGE MARY BELL L TR ALDRIDGE MARY BELLE 20070315 TRUST DATE 2,641 2,035r 2,2431 $229,742 3 06484 00597 03/15/1988 MD U V 11 100 0 N 0 ACREAGE 0.00 PRI E/SF 102.43 4 04205 00272 08/02/1976 WD U V 11 1200 0 N 0 L OBIXF UNIT ADJ UNIT ORIG ACTUAL EFF YEAR OB/XF MKT APPRAISAL DATES N CODE I °/DESCRIPTION BLD HX% NHX% LENGTH WIDTH UNITS GRADE FACTOR PRICE PRICE COND YEAR YEAR ON ROLL COND VALUE DATE APPRAISED BY 1 FPPR7 Fireplace Prefab 1 100.00 0.00 0 0 1.00 4 100 2,188.75 2,626.50 100 2016 2016 2017 99 2,600'BUILDING LAND LINES 03/24/2003 me VALUE REVIEW 02/31/2017 elm TRIENNIAL 05/01/2015 GMK INCOME L L USE LAND USE R LOC SIZE UNIT D DPTH COND UNIT ADJ UNIT LAND T N CODE DESCRIPTION MX% NHX% 0 ZONE FRONT DEPTH FACTOR UNITS TYPE T FACT FACTOR PRICE PRICE VALUE C 1 0100 RES LD 3-7 UNITS PER AC 100.00 0.00 ARS-2 50.00 100.00 100.00 1.00 L 0 1.00 1.00 170,000.00 170,000.00 170,000 L N DATE BLD USER ID CD PARCEL NOTES 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 OFFICE COPY 2F Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf.area) 1. Calculate Pool Volume 180 X 4 X 7.48 (gal./cubic foot) = 5386 (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 6 X 60 (min /hour) = 360 (Hours) (Turnover in min) 3. Determine Max Flow Rate 5386 / 360 + = 15 (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate) 4. Spa Jets: 4 x 10 GPM per jet= 40 flow rate (No of Jets) (Jet Flow) (Total Jet 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 Pipe Sizes: Branch Piping to be 2 inch to keep velocity @ 6 fps max.at 36 gpm Maximum System Flow Rate Suction Piping to be 2 inch to keep velocity @ 8 fps max. at 36 gpm Maximum System Flow Rate Return Piping to be 2 inch to keep velocity @ 10 fps max.at 36 gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft: 25 2. Friction loss (in suction pipe)in 25 inch pipe per 1 t. @ gpm= .10 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 25 inch pipe per 1 t. @ gpm= .16 (from pipe flow/friction loss chart) 4. 25 x .10 = 2.5 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5. 25 x .16 = 4.0 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) TDH in Piping 6.5 Filter loss in TDH (from filter data sheet) 28.0 Velocity-Feet Per Second Pipe Size 6FPS 8FPS 10 FPS Heater loss in TDH (from heater data sheet) 0. 1.5" 37gpm 0.08' 50gpm .14' 62gpm .21' Total all other loss O.CE V) 62gpm 0.06' 82 gpm .10" 103 gpm .16' ...I Z Total 16' Total Dynamic Head (TDH) 34 J = ct 0 ___ 88 gpm 0.05' 117 gpm .08' 148 gpm .13' 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' 0- U Q l-- Selected Pump and Main Drain Cover: 2 tu 1= z iii Pump selection Jacuzzi 1.5 HP Variable using pump curve for TDH &System Flow Rate 0 Uo U 0 LJ.l (Pump model and size in HP) f—_ Q ca CI Z m Z Main Drain Cover Hayward (System Flow Rate must not exceed approved coveiaoce ices) (Pump model and size in HP) V I� 0 N Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. 0 LL 2 al Determine the Number and Type of Required In-floor Suction Outlets: 0 w w cc Ca (Check all that apply) W H W 5 o El O 4— 3' —* O suction outlets @ gpm max. flow (see not "j N w CC w W e 0 O 2 suction outlets @ 125 gpm max. flow (see noteD) w cc 0 I I channel drain @ gpm w/ ports (seFnote 4) t 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 ❑ Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet—Fill in all blanks Pool Water Voume 5386-360= 15 gpm=filtration flow rate LY Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes NO V required blanks on worksheet&attach If so,what is the auxiliary flow rate epm calculations Maximum Flow Rate 36 gpm(maximum auxiliary pool loads or ❑ Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump The pool filtration flow rate shall not be greater than the rate needed Notes: 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm 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 pump shall be sized to have a flow rate of 36 gpm or less. drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps 2 inch maximum flow Return Pipe size @ 8 FPS 2 inch 4. See installation instructions for number of Filter Factors: (Cartridge .375)or(D.E 2)or(Sand 15) ports to be used 5. In-Floor suction outlet cover/grate must 36 - 375 = 96 conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size Jacuzzi 150 so, ft. approval Backwash valve?Yes No (if yes,must be 2 inch min) 6. Pump, Filter and Heater make and model cannot change,and equipment location cannot Pump Selection from APSP database on Curve A(less than 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 Jacuzzi 1.5 HP Variable approval Model Flow Rate(low speed) gpm @ rpm Velocity-Feet Per Second Flow Rate(high speed) gpm @ rpm(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 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 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' 4" 234 gpm 0.03' 313 gpm .05' 392 gpm .07' Heater Model 6" 534 gpm 0.02' 712 gpm .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. 06/20/18 Swimming Pool Specifications for: ()AA664 Owner: Biggar Contractors Signature Address 255 Pine Street Dennis Martin City,State,Zip Atlantic Beach, FL 32233 Print Name CPC042932 Certification Number 386-690-3231 Telephone Number M N- M O C) N ID 00 V' 0o r V' N- M CO O) N cc O) N (c'1 0o N- M CO M (O O) N O N N 1� O A CO w r M (n w O N (n ' m at CO 00 M (C) r., O N i- O N N N N M M M (n cn (� (0 CO CO (O f� 1� h 00 00 O 00 CO O Off) C)) C) CC J W < N-- M (O C) M O O) N cL) Op r er n co com- n M (O O N (() CO r in W r V. 1- M (O CT I Z M O N N r O (O O M 1n co O N ( N O co co M6 O N (n r O Qj N6UC i r N N N N M C) M C) '7 a a to O (n (f i CO CO 1- I- h 1.-- O) 00 00 00 00 a) O O _ 2 LL CU co r co r v N Q CO C) N (n O) N (n CO r s) r M (D M CD C) N (n CO r a h a r Q 0 • U (n Oo O N (n n O (N') CD 00 M (n M O N h Q) (ND (D (OD M (n 00 O N (n f` O ON) v CD W Z N N N N N C') M M �f �f of 7 (L) (n (n (n N cc fD L` N- r N- Op Op W O W Q) O O =• c O O O) N O (T N (n O r N N CO N- O M CO O N (n 00 r CO r V' N O M CO CA N (L) m N (n CO r V O r r r CI F: ' M (n W O N N n m (' M c1) VC) n o O N u 2 O (N D Oh M n np O N I2 2 o N O J W Q ` QQ = U • E (n ( ( ,c2 CO CO 01 N In CO N W00 r N- O M CD m CO CO O N (L) CO r a r r h O CO CO Cr) N N CO N =3 LU F_ V' r M r r r(n co O N (l'1 O) N O (+) M6 op O N (n N- O) N st (O O M 00 O N 6 1� N V F- W N N N N N CO M V' V' 7 'V cL) C) n 111 CD (O CO CO N- 1- 1- 00 00 00 00 00 OW e U > CC O - L" O M CO O N (D CO r (n CO r v N- O M CO O) N (O O N CO r v r O M N r M CO CA m U 0 Et M CO O N LC) 1. O N ( Vt CO O M V CO O N Cn 1- O N V CO O M 1` W O M 6 r O Wr r r N N N N N M C') M at 7W n (n (n O CD CD CD CO N- N- N CO 00 CO 00 CO I- Q J O UQ LL 2 co r ? r- O co c0 M C'1 c0 Cr) N (n CO r a r .- a r M CO CD Cr) Cn O CO N to co r v n M C') CD DC i— Z _ 0 CO CD 6 r M r co O N (C) r O) N 7t (D O M (O a0 O (n K) C O) N ' co O) C) (O M O co (n N G W 2 r r N N N N M M M v v v a LC) (n (n LC) O CD CD h r N- N- CO CO CO = O _ F- ZH MI (I) (t) O r LI) CO r Q N- M M CO CT N (n O) N LO CO r :Cr N. M M N O M (D O) N (n CO r ar N. r V I_ Z W U = 0 (L) CO ,-• M (O CD N N N N N M Cr) M M v v v v in (n (n Le) O CO ccc (O (O r N- N- N- COCo 00 Q Q m UJ a— r r r • • _I L_ M (O m N ID CO `- V' r r 7 N- M CO CA N (n CO N LC) 00 r 1` M (D CA M co Q) N (n CO .- C4 W Z CV N O O M Co W O M (n r coON Q C) Q) M (O Oo O M U) r coON a (O O M CO W O M O r r r r N N N N M Q M M V V (L) (n (f) 1n CO CO CO CO 1,- N. h 1` co co LL (I) I— LU W M CD O N to O) N (L) CO .- N- M co M m O N LC) CO r Tr Op r N. M 0 O N LO O I— <O NVO Or r07 .,_co rO O NM N(N Nr () M (y O MDMIOCM n (C`n O NO 1 (D O M O o O Z 0CO N- n r I--- 00 0 r N C') V IC) CO C` O Of 0 r- N C') V CC) CO N. GO 0) O r N M N N CO PN N N CO) M N M VIA CL 4 p The Association of OFFICE COPY Pool&Spa Professionals® ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: BIGGAR CONTRACTOR NAME Branrox, LLC AND ADDRESS AND ADDRESS: 255 Pine Street 1321 Apopka Airport Rd., Unit 55 Atlantic Beach, FL 32233 Apopka, FL 32712 OWNER: CONTRACTOR PHONE:(386)690-3231 DATE:6/25/0218 This information sheet was prepared by the APSP-15 Residential 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 a. Gallons: 5,386 ;or 1. 5,386 gallons _ b.Calculated Gallons: 180 (surface area)X 4.0 (average depth)X 7.48 (gal/ft^3) = 5,386 2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: ❑Yes, 0 No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. gpm pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 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 5b. 1.5 inches (Calculate:Item 4. 36 (gpm)-.:.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 Sc. 1.5 inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (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. 96.0 s ft. (Calculate:item 4. 36 (gpm)-filter factor 0.375 ) 4' Filter factors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2: Backwash valve: Yes, CI No? 7. 2.0 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. a.Pump model ga. Jacuzzi 1.5 HP Varable b. Pump flow 8b. gpm 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light111 4.4.1.2 Readily accessible on-off switch mounted outside of the heater111 Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, n 4.3.1.3 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 ✓ 5.1.1 Pool filter pump listed in database ✓ 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed 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 capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. 111 System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or n built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 xecoraea Ub/ZU/2018 04 :21 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 IIb PeYmI * po01 ��' d �aZ NOTICE OF COMMENCEMENT State of/Lt.), j•A 4 Tax Folio No./7O 5 _0°0 0 County of +O id t/4/ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. _ Legal Description of property being improved: /O--(6 0 2..S - Z9 E SA-L.r-/�-/I SiC 3 G.v 'i T Address of property being improved: ).-& P//Vs £T Z6F f /4-11.44-"/;)L ,Ef , FL3 2.233' General description of improvements: //V iYLLJf-/7Gn/ OF ('ONCRE/Z AA' -64-L1U,VO 5 J/wc ut f,V &)D L- Owner: Y/4-w t i-6E 42_ Address:2S-S.flj/VE S� 4/1/91104- 15 9CJI,r-L 32-233 Owner's interest in site of the improvement: OW/VC:-K.. Fee Simple Titleholder(if other than owner): Name: Contractor: 6,..;ii-ry,(O.r LL (. Address:i3%1 d PC49411 #aPo/Lr kmd,, pt SS; D-P1)1)-A f=L 3"),)/:.)— Telephone j,)i:LTelephone No.: D--323 I Fax No: —Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: /#29141401"---- Date: -51'7/i( Before me this I 1-041 day of MAY 7-()1Ss in the County of Duval,State Of Florida,has personally appeared k-6/6Ci A tZ. Notary Public at Large,State of Florida.� Coun of Duval. FF qCj 60Vii My commission expires: MAY Orb , 2OZ� C OM N t (o#) # Personally Known: or Produc Identifica//tionLuer UA P io� ! �f`6L we � ' MY•C©MMISSION EkAIREM Mitt'1t112Q020 .�•� 15J - • .corn BranRoa. Florida Pools CPC041937 July 19, 2018 OFFICE COPY City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 BUILDING PERMIT APPLICATION COVER PAGE PROJECT INFORMATION Ryan Biggar 255 Pine Street Atlantic Beach, FL 32233 POOL18-0029 APPLICABLE CODES: Building, Electric, and Plumbing Page - Please see attached document BUILDING PERMIT APPLICATION Page ATTACHED DOCUMENTS AND DRAWINGS: A. Permit Application Page 2- B. B. Tree and Vegetation Affidavit Page 2. Q C. Detailed Pool Drawing Page 2..C. D. Survey/Site Plan Page 2 0 E. APSP-15 Compliance Information Page ZI✓ F. TDH Calculation Worksheet Page 2.r G. Recorded Notice of Commencement Page 2 4" H. Equipment Information Sheets 1. Pump Page t1I 2. Filter Page WZ 3. Salt Generator Page 1-k,3 4. Light Page (4 LI 5. Pool Alarm Page EROSION & SEDIMENT CONTROL PLAN Approved by Public Works COMPANY INFORMATION: Branrox, LLC CPC042932 1321 Apopka Airport Road, Unit 55 Apopka, FL 32712 Dennis Martin 386-690-3231 dmartin@floridapoolsandmore.com Patrick Flanagan 352-262-4264 patfianagan2002( vahoo.com PROJECT DESIGN: Date 1- Z Patrick Flanagan G. B. COLLINS ENGINEERING, P.A. — CONSULTING ENGINEERS OFFICE COPY July 18, 2018 City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Re: 2017 Standard Residential Plans To Whom It May Concern: Please be advised that our Standard Residential Plans are compliant with the Florida Building Code 2017 6th Edition and 2014 NEC codes. Please contact our office with any questions. Very Truly Yours, Gardner Collins Engineering P.A Certificate of Authorization#27934 300 Alternate 19, Suite 1 Palm Harbor,FL 34683 Tel:(727)442-8443 Fax:(727)442-6988 gb_collins@verizon.net 0- EziEv II ! I ILS � �--� g IF Tis. R jN ! 411 EQUIPEMENTS DE PISCINE O. ' POOL EQUIPMENT O. N !-- 8 CO • VARIABLE SPEED CIS VITESSE VARIABLE VELOCIDADE VARIABLE T o �I�Ir I 0 O ® P. 8 a m O O 0 peat'10 gaol ;• .. n a`I LES EQUIPEMENTS DE PISCINE CARVIN inc. CARVIN POOL EQUIPMENT inc. 4000 boul Casavant 0.Saint-Hyacinthe (Quebec)Canada Tel:450-250-4500:Fax:450-250-4501 Sans Frets Toll Free: 1-866-979-4501 http://www.carvinpool.com 2216660714536 OFFICE Cope CARTRIDGE FILTER OLieuzzr) WARAMITY i 11 C I 45 0 AVAILABLE ONLY AT LESLIE'S _/ The J-C 150 Cartridge Filter is one of the most effective ways of filtering particles and debris from your swimming // PROFESSIONAL GRADE pool. It requires less maintenance than other filter types CARTRIDGE FILTER and is easy to clean using the lid lift handles and lift assist locking ring. 150 SQ Fl 0 OIL-FILLED STAINLESS STEEL PRESSURE GAUGE ENSURES LONG-LASTING PERFORMANCE IN ALL LID LIFT HANDLES - WEATHER CONDITIONS FOR EASY TOP REMOVAL . wowg LIFT ASSIST LOCKING RING �' EASIER THAN wow. 'mss _ TRADITIONAL CLAMPS -- TO LIFT APART THE FILTER - � lr :ti sl/ alk USES LESS WATER LOWER MAINTENANCE MAXIMUM DURABILITY • 41SI.18. ©2016facua1 Inc.All rights reserned.jacuai°is a registered trademark of Jaw.,Inc.and used under license agreemencAll other brands.product names.company names.trade names and trademarks used are the property of their respective owners.Jacuzzi may add to change or remove any part of these materials at any time,without notice.Reproduction in whole or in part without written permission is prohibited.International produce may be configured differently to meet local electrical requirements.Dimensions are approzinvte. Manufacturer's warranty is 2 years.Visit www.Jacuzzipool.com for more information. Ut�hUL UC S SALT SYSTEM WITH CELL 0..c.ieuz;) If S11F S ...5115140 AVAILABLE ONLY AT LESLIE'S 5�' The Jacuzzi Salt Chlorinator offers outstanding and II PROFESSIONAL GRADE reliable chlorination and reverse polarity self-cleaning technology in a simple to use,easy to install durable SALT CHLORINATING SYSTEM product Ewlnemaintenance,redthe compact unit unctions well in any climate. U P TO 40,000 GAL SELF-CLEANING , • LOW MAINTENANCE i LCD DISPLAY EASY TO READ EXCLUSIVE BOOST MODE 111111111111111:=1;1110.4[.; �µ FOR SHOCKING THE POOL a 1 CLEAR CASE ALLOWS YOU TO SEE SALT CELL 411110 • EASY ACCESS NO NEED TO DISCONNECT FROM PIPE JUST ADD SALT DURABLE EXCLUSIVE BOOST MODE CONSTRUCTION • *5 7016)atom Inc.All rights reserved.lacvmsa registered trademark of)scum Inc and used under license agree enc All other brands.product company nam rade name and trademarks used are the property of then respective owners-Jacuzzi may add to change or remove any pare of these materials at arty nme,without notice.Reproduction in whole or in part without written permission is prohibited.knernauorul products may be figured differendy to meet local electrical reorerements.Dimensions are appronmase. Manufacturer's warranty is 2 years.Visit www.jacuzzipool.com for more information. OFFICE C F1 Suction Outlets ROUND SUMPS.COVERS,FRAMES AND ACCESSORIES For concrete,vinyl and fiberglass pools, Hayward round suction outlets are -_.w ,_.• "V ti =arm- available in a wide range of plumbing s ...11114•474.11,""••,..-.,,f;-. i""i configurations,plaster collar options f• •/ '� /�/r/ �1 \, and colors.Whether installing frames /( _, tia�• •.'. and covers or sump-type outlets for new : i- concoction or replacement covers on 14111)L ' -. existing applications,Hayward suction outlets set the standard for quality and value. All Hayward WG Series suction outlets and replacement covers are VGB compliant VGB Act (2) VGB Act 0 and are tested to ASME A112 19.8b-2009 Compliant compliant and ANSI/APSP-16 standards as well as meeting CPSC requirements. w61154S — MINIM Applications •riesidential and commercial pods Suction Outlet Buying Guide •Concrete.vinyl and fiberglass surfaces App1oved Appr0wd Siae eaten) •New construction and replacement covers Corer Row GPM Flow GPM Calot Outlet hewed Open Area Floor Wall Pipe Pipe Ctn. Cm. •All Hayward drain rovers can be used as a single Numbur Size S4 Inch (Horizontal) (Vertical) Size Sire Sty. Weyer replacement rover when entailed on the same suction Concrete line as an EceSar10 SVRS or a Stratum*SVRS Corer and frame(2 pack) (see page 11 for more idmmition on Ecosla SVRS) WGi03OAVPAK2' 6'da. 8.10 125 72 — — 24 46 lbs. (tee page 98 i more i frae6m an Seabee SWS) Replacement corer for lbw warn" WGX10481-' 8'da. 8.10 125 72 — — 10 5 los. dyes Oatlet d.al seaetlio.R pae4kl •Sumps acconmedate the use of SP1056 hydrostatic WG1051AVPAK2 8'da. 8.10 125 /2 1 h'FP I%'HP 6 35 lbs. relief valve WG1052AWAK2 8'da 8.10 125 12 T RP 1 ii'FW 6 35 lbs. WG1053AVPAK2 8'dim. 8.10 175 17 1 h'DP 2'FW 6 35 lbs. •Replacement cowls retrofit to existing Hayward frames WG1054AVPAK2 8'da. alt 125 72 T FW TRP 6 35 lbs. •1 year life edet•dal awn..wile a;olubIe plaster cellar t2 pcd 1 r limited WO1153AVPAX7 8'da. F..ti! 125 77 1 f'FW 7'IW 6 35 lbs. • warranty WG1154AWAK2 8'da. 2.10 125 72 T FW 2'FW 6 35 lbs. WG1154SPAKT B'da. 8.10 175 12 T SKI 2'FIP 6 35 lbs. `d‘-. Cop An (ViayVF'bergtas) _ WG1048AVPAX7" 8'da. 8.10 125 72 1 15'FW 1'/.'FIP 6 31 lbs. WG1049AWAX2'' 8'dia. 8.10 125 72 2"RP 1/7 HP 6 37 Ma. q°ireuiukluu''''''; MOTET'Awdatlr In Gar.OM Gay and Black Mirrors GO tor Cray.DGR for Dart Gay and OK for Black atter'AV','I- or S"'a the owls anther. "Also mate*m Gad Gray.Add tetters 068 fa Dat Graf atm the AV m the soder meter. all, Model Ctn. Shippmp ®® Number Description thy. Weigh1 W611541V Accessories WG1051X Adjustable plaster collar 11"i to concrete 10 4 lbs. WGX11538' l oernion collar with inserts 10 S lbs. SP1 AK2 2'w l F'FRP Slotted Collector Tube-Black/Sat a177 10 7 lbs. - q`: SPIO50 7'o 1 4'MW Hydrostatic Relief Value 75 5lbs. rlrri111 i�111N• 71(66T 4stalauon and removal tool for SP1056 20 36 lbs. NOTE'AraAhtle n Gay.Dad Gray and Beck Md Irwin 6B N Gray.DM for Dark Gray are Mc*test ®® WG1054AV 1111I NAYINARD For replacement pate see page 294. OFFICE COPY Hydrotherapy Fittings JETAIR®III SERIES SPA FITTINGS Hayward's JetAir Ill and Adjustable JetAir III systems offer interchangeable jet nozzles,allowing for multiple configuration options to achieve the type of hydro- massage action you want where you want it.With the adjustable JetAir Ill system,you �� -� w can control the water and air flow right at O �� the jet face providing a variety of therapy 1 options at your fingertips. Features IN„-___, _ % •Nozzle interchangeability allows custom jet configurations •Balanced hydraulics lets user mix and match jet illil), ...'''''°"'..**' les without affecting performance of the system ,—.x•••••'"."--- ma •Universal nozzle retrofitabliry allows consumers to MGT Whirl-foo Jet 1111434 Variflo Jet update to the rustle of their choice at any time •ModularpackagirgA Badies/Buikheads; B Jet nozzles Hydrotherapy Fitting Buying Guide Model Cm. Ctn. 1 Number Description Qty. Weight JetAir RI Comm Body Asaeily Includes combo ii/water connection body.bullhead fitting and gasket All connections are sour. -" SP1434PAKA' 1'k'air x 1%z'water 25 26 lbs. SP14341PAKA l'air x1'water 15 15 lbs. SP14343PAKA 1'air x 1'h'water 15 15 lbs. SP1434 Varifla-Folly adjustable and directional NOTE Not for use vnth the adjustable JetAir III system. Model Cm. Ctn. Number Description Illy. Weight Milk NI Nozzle AssemblyI Fits boll JetAir III and Adjustable JetAir III Systems SP1434PA103• VariFlo Nozzle Assembly Adjustable 25 6 lbs. >i SP1436PAKB Pulse-Ha Nozzle Assembly Rotating 25 4lbs- ... SP1437PAKB Whirl-Fla Nozzle AsserdNy Whirlpool 25 3 lbs. NOTE'Available in Gray and Dark Gray.Add suffix GR for Gray and DGR for Dark Gray. All nozzle assemblies will retrofit prevrously installed 011434 Series JeVur Ill httngs. SP1436 Pulse-flu-Pulsation and rotation for the ultimate Accessories hydro-massage action SP1434T Combination Tool for Bulkhead and Nozzle 50 20 lbs. SP1434TP Test Plug Tool 20 13 lbs. SP1437 Whirl-Re-Powerful.fully directional whirlpool jet provides 10-30 GPM range ® HAY1NARD For replacement parts see page 322 OFFICE Copy M (ARVIN .... INSTALLATION STARLIGHT Les Equipements de Piscine Carvin inc. GUIDE 9413-2012-(0050,0100,0150) Carvin Pool Equipment inc. A WARNING!READ!BEFORE INSTALLING •Install and locate this light in accordance with the installation instructions. ��� •This light is potentially hazardous if not properly installed. % r i 4/71 )% •This light must be installed in conformance with Article 680 of the Na tional Electric Code and all local code requirements. •To reduce the risk of electric shock,a Class A ground fault circuitOpt 01) interrupter(GFCI)shall be installed in the branch circuit by a licensed FIG.A electrician,and all devices in the system must be properly grounded. DO NOT use extension cord sets. POOL WALL LINER •The total electrical system must be instated,tested,and approved by SPACER • a licensed electrician before it is placed in operation. TOCK NUT FACE FLANGE r7/, /� This pool lighting fixtures are designed to meet the National Electric Code-Article sa% l r 680,and the Canadian Electrical Code requirements.The NEC requires that fixtures =/ ��a�!c� be installed so that the top of the fixture lens is at least 18'(45,7 cm)below normal `'. water level.The junction box shall be located not less than 8"(20,3 cm)above the pool \ �`\v i� water level and not less than 4'(10,2 cm)above the pool deck or ground,whichever is �," ED higher.The junction box shall be located minimum 4 feet(121,9 m)from the perimeter LIGHT of the pool,unless separated from the pool by a fence,wall or other permanent barrier.Junction boxes mounted above grade in the walkway around a pool shall be afforded additional protection by locating them in such places as under a diving board, 0-RING adjacent to fixed structures,etc Check codes to assure compliance. • B tk. N. rr SCREW LIGHT INSTALLATION worm, !.� /WV. Warning:Disconnect all power sources to the pool �/r �,e equipment before installing this light assembly. BOD //,/,' `"r� • ASKETS 1.Verify that your newly purchased SHW143-PC-1 RGB light matches your wattage, FIG.B voltage and cord length requirements. POOL Model IFD Face-Flange Type for LINER pools. 6 WALL Installation instruction LINER 4 This fitting is suitable for maximum thicknesses of 1/2'(12,7 mm)for the (.7-- cci-p 3 17wall and0.030 inches(0,75 mm)for the liner,and can be mounted before shipping the pool or panel to the site. fre,„ rAt this point,the pool should be empty with no liner.Cut a 3-3/8' mm diameter hole in the re uired on the I �s (86 ) q positionpoolwall or I then secure the body(5)through the hole with the spacer lock nut(6) 5 fir— panel,as in(fig B&C).Place one of the gaskets(4)on the body,alining the bolt holes 42 and fix the gasket in place with adhesive tape(fig A).Install the liner and fill the pool with water according to the maker's instructions making sure to keep the water level FIG.C beneath the water return fittings.Pierce 4 holes in the liner where the FOUR philips screws will go.Use the screws to secure the other gasket and the face ring to the body No. Bewroppn Clio Pm wpa« through the liner to make a watertight assembly(fig B&C).Use a sharp knife inside the I u1pl lsop«m i 9113-2012-0050 face ring hole to cut out the liner.Place the light on the deck.Run the end of the cable down into the pool and into the niche opening.Push the cable into the conduit until it I 0011 mmri cord! 1 91132012-0720 appears at your wiring junction box.Pull the excess cable through the conduit.Make the 1 u9p105011oprm 1 9413-2012-0151 necessary connections as explained on page 2.Finish the installation by screwing the 2 04i..9 1 47-0214IXM light in place using the installation tool(7).Add a V,turn after you have felt resistance. 3 face Ran. 1 424619-02A 4 Geake, 2 13-0136028 5 Boa, 1 p-315300R 6 Spicer Lock Nut 1 31-0111-2011 M1 0064B 3 i,sid Don md 1 23-400D-43 1 OFFICE Civ, GATE ALARM SYSTEMS NO. YGO3 INSTALLATION/OPERATION INSTRUCTIONS Congratulation on purchasing the YARDGARD safety alarm.The YARDGARD can be used to monitor potential dangerous areas,and provides a loud volume alarm/alert when these areas are entered.It can be used indoors or outdoors, mounted on a wooden fence or metal gate.It can be mounted on any doorway or opening that leads to potentially dangerous areas. CAUTION:The alarm siren is very loud.Never place the unit close to your ear. Prolonged exposure to the loud siren can affect your hearing.Install the unit at minimum height 54',high enough to be out of reach of children. This YARDGARD is an entry monitor device.All safety precautions should be maintained,including parental supervision. Neither SmartPool LLC.nor anyone else who has been involved in the creation. reproduction or delivery shall be liable for any direct,indirect,consequential or incidental damages arising out of the use of the YARDGARD. ot..e\yfjJ�. City of Atlantic Beach APPLICATION NUMBER 4s € tilding Department (To be assigned by the Building Department.) C 800 Seminole Road"Al) �b O� { 7 _. r, Atlantic Beach, Florida 32233-5445 �l ( C� Phone(904)247-5826 • Fax(904)247-5845 Ott 0- E-mail: building-dept@coab.us Date routed: 1 P-j City web-site: http://www.coab.us I APPLICATION REVIEW AND TRACKING FORM Property Address: Z53 P ( i\ & ( De artment review required ' Yes No Building Applicant: BRA-k.) C© v L L fanning &Zoning Poo TreeAdministrator Project: M W(ADI \ l CL _ �'ublic Works -PublicUtilities 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: I/Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: �._ Date: lG—16 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 10-16 16-28-29E BIGGAR RYAN M R-170563-0000 Page 1 of 1 SALTAIR SEC 3 255 PINE ST 2017 LOT 531 ATLANTIC BEACH, FL 32233 1111111111111111111111111111101111111111 PRINTED 10/06/pao Map Id: 9416 713906.21 1.25 1.00 1.00 SALTAIR NEED BUILDING CHARACTERISTICS j 0100 Single Femily "VALUE SUBJECT TO CHANGE** Duval County Property Appnlaan Office Tax Dial UBD3 CATEGORY TYPE % PTS VALUE SUMMARY Exterior Wall 8 HORIZONTAL LAP 100 37.00CAMA Roof Struct 3 GABLE OR HIP 100 6.00 PRIMARY VALUATION METHOD Roofing Cover 3 ABPH/COMP SHNG 100 4.00 BUILDING VALUE 229,742 Interior Wall 5 DRYWALL 100 28.00 EXTRA FEATURE VALUE 2,600 Int Flooring 14 CARPET 50 5.00 14 1 20 34 TOTAL MARKETLANDVALUE 170,000 Iot Flooring 11 CER CLAY TILE 50 8,00 4 I MARKETVALUE OFAG LAND 0 Heating Fuel 4 ELECTRIC 100 1.00 l FOP 7 TOTAL LAND VALUE AG+COMMON 0 Heating Type 4 FORCED-DUCTED 100 4.00 \y MARKETVALUE 402,342 Air Cond 3 CENTRAL 100 7.00 \ 17 ASSESSED VALUE 393,508 CAP BASE YEAR 2017 TAXABLE VALUE 343,508 25 EXEMPTIONS HE HX CATEGORY UNIT I TOJ J TOTAL EXEMPTIONS VALUE 50,000 Baths 2.50 0 31 SENIOR EXEMPTION VALUE 0 35 FUA SR/HISTORIC TAXABLE VALUE N/A Bedrooms 4.00 0 BAS Stories 2.00 o PERMIT NO. TP ST. DESCRIPTION EST VALUE ISSUE DATE Roane / Unite 1.00 0 15-SFR- BLDG C SFR 130,000 08/19/2015 17-------,\ BASE RATE ADJ ADJ BUILDING DIMENSIONS Quality Adjustment 1.2000 BAS2016:0,0:=S235 617 03R3 S10 E14 N301 W17 U3L3 N4 Mkt/Design Factor 1.0000 W14 $ FUA2016:49,0:=S35 E20 N4 614 N31 W34 $ FOP Size Adj. 0.9700 F 14 FTOTAL ADJUSTED POINTS 129 10 4 2016:14,0:=54 0417 E17 N7 W20 $ 8:=S4 6:0,25:=521 DEPRECTATTTNADJ ADJ FGR 20 I E20 1118 U3L3 W17 $ FOP2016:20,38:=S4 614 N4 W14 $ • 14 TYPE STYLE CLS OUA HO% NHX Y. LOC %COMP 4 FOP 4 0102 01 4 04 100.00 0.00 1.00 100 I 11 REPL. OST NEW AVB EYB DT NORM '/.GOOD ' ". 231,478 2016'2016 R2 0.75 99.25% 2 0 J SAR AREA B H P.of B. EFF.AREA DPRVALUE RAS 901. X 100 901 92,286 FOR 415 50 208 21,305 BUIL DING NOTES FOP 191 30 57 5,838 PUA 1,134 X 95 1,077 110,313 BUILDING: 1 AKA: SITE ADDRESS: 255 PINE ST ATLANTIC BEACH 32233 0102 SFR 2 STORY L VOLUME/ PAGE/ DATE OF I 0 V R SALES NOTE MAC N YEAR CLERK SALE NUIE PRICE AMOUNT MAC AMOUNT GRANTOR GRANTEE SALES NOTE 1 17195 00286 06/05/2015 WD�Q V 01 150000 0 N 0 MARY BELLE HEATH BIGGAR RYAN M 20150616 2 13727 02353 11/06/2006 MS U V 11 100 0 N 0 ALDRIDGE MARY BELL L TR ALDRIDGE MARY BELLE 20070315 TRUST DATE 2,6411 2,035] 2,2431 0229,742 3 06484 00597 03/15/1988 WD U V 11 100 0 N 0 ACREAGE 0.00 PRI E/SF 102.43 4 04205 00272 =8/02/1976 WD U V 11 1200 0 N 0 L OB/XF UNIT ADJ UNIT ORIG ACTUAL EFF YEAR T. OB/XF MKT APPRAISAL DATES N CODE DESCRIPTION BLD HX% NHX'/. LENGTH WIDTH UNITS GRADE FACTOR PRICE PRICE CORD YEAR YEAR ON ROLL GOND VALUE DATE APPRAISED BY 1 FFPR7 Fireplace Prefab _ =00.00 0.00 0 0 1.00 4 100 2,188.75 2,626.50 100 2016 2016 2017 99 2,600 BUILDING LAND LINES 03/24/2003 FMB VALUE REVIEW 02/28/2017 8WW TRIENNIAL 05/01/2015 OWN INCOME L L USE LAND USE R LOC SIZE UNIT D DPTH CORD UNIT ADJ UNIT LAND 7 N CODE DESCRIPTION HO Y. NHX/ D ZONE FRONT DEPTH FACTOR UNITS TYPE T FACT FACTOR PRICE PRICE VALUE C 1 0100 RES LD 3-7 UNITS PER AC 100.00 0.00 ARS-2 • 50.00. 100.00 100.00 1.00 L 0 1.00 1.00 170,000.00 170,000.00 170,000 L N DATE BLD USER ID CD PARCEL NOTES 15 .irild 5:57, - JJ I llircirinplir - RI DTI 1 .tex,..1..A AA. -1.102 cl..urt e) , pm\?, 4 44.1 -,- „71z..u.;0 Ail , .4 ,„ . g, 4 9 r.-1 - o `� ►ins, ' � -.-� 1 Jt 4-, 1-L)Y °4pL 000` o _. , -._ 1 ) . A fit : - i *!- 4 'act's 0 c+, 00b- ' \. ' � 09 1 z WO 105 46— 9i,e r51.J-\�;.,J�_ City of Atlantic Beach APPLICATION NUMBER * Building Department (To be assigned by the Building Department.) •- • 800 Seminole Road i OOZ r) >Atlantic Beach, Florida 32233-5445 a.�. OO 1 s q / Phone(904)247-5826 • Fax(904)247-5845 "--o;il>'i- E-mail: building-dept@coab.us JUL 0 5 2018 Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND-TRACKING FORM Property Address: ZJ P ( I6 �`� �Department review required Yes No L "uilding� Applicant: B2(A&.) ©� �C lannmg8 Zonin—_gam Tree Administra or Project: cS(iO[M W\ r.i3 CN P00 C CPublic Works Nuel c i i ies `___ 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 b ate: '",/ 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 II( Comp. By: S/W t) Date: 7/11/2018 -Iayf} Public Works Department City of Atlantic Beach Permit No: Pool Address: 255 Pine Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 0 5,000 1.00 0.00 Pervious 5,000 5,000 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 5,000 x 9.3 / 12 V= 775 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 2,472 5,000 1.00 0.49 %ISA = 49.4% Pervious 2,528 5,000 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 5,000 x 9.3 / 12 V= 2,308 ft3 Required Storaqe Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,308 - 775 DV= 1,533 ft3 Retention Pine Street 255 Pool addition 7/11/2018 IyL`Jr is , Comp. By: S/W -, 0 Date: 7/11/2018 \"---,,,Si >? Public Works Department City of Atlantic Beach Permit No: Pool Address: 255 Pine Street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 6.5 576 0 BOTTOM size 48 X 12 7.0 700 319 TOB size 50 X 14 Elevation Area Storage (ft) (ft) (ft3) 6.5 276 0 BOTTOM 23 X 12 7.0 350 157 TOB 25 X 14 Elevation Area Storage (ft) (ft) (ft3) 0.0 55 0 BOTTOM 0.0 110 0 TOB 110 Inground storage=A*d*pf A=Area= 1160.0 d=depth to ESHWT= 3.5 pf=pore factor= 0.3 Inground Storage= 1218.0 ft3 Required Treatment Volume= 1,533 ft3 Supplied Treatment Volume= 1,537 ft3 Retention Pine Street 255 Pool addition 7/11/2018 T531, Ih AT OF S ALTAIR SECTION NO.3.A sOM DING TO THE.PLAT-T14EREC RECORDED PLAT BOOK 10,PAGE 16, IN THE PUBLItREc014340tOtivALcotkitY,FLORIDA: / . . , • .1..-.• 'r: ....: ' riM r TiCHMARK 2SET MAC NM_ it DISK `� SSMC TRAY' ": POUND .1 iROk PIPE V '� � TT / '41* 4". ELEV (5.90) 'v 0 ° '4411 .:.. H:.'!' .' 14714 413 ,>, it...I i r4 ti V:SS/, ' *ii. ';'':,' ' J. Pia 446.41c- ,Aty • ... 6 7- ; Q 4 log‹,. ..... .z. A .1447. C11;66i. ..(zEi,/ ,c.PA47 1 DI k�; �o °' 1441 2 : 'FOUND :4C BENCHMARK 1 Q PIPE X-CUT DN N. j D, �O110' RIM OF SEWER ,:. .. MANHOLE /"J ` .'�. 'e • } ES EV .� (5.34), r ✓ #i .7, • ,, '. - � � by . . ii, ni :-.•.,-..--...4,."4::.' • is 7iititia1 ` AO/1 4 `7 s i. Fame 3/4' l/ .. {, �' ti' i ON PIPE 1 ktif w 1 i#. ; 0,- ,.. ii4,-, 4 : . ' .Al ok a G' i") I-IAEM D 1 1. �1 n• �': (1�f a •• iP) 1*RAT } d /,e- . ` ®JY Z••ELEVATION ) fr�1. - rc \ Ls IA uciewse Ett.MMiti dAN. SANTA/TY • GRAPHIC SCALE C.O.,.. 20' ! .aEx+OUT FAIL i•FIN 10 20 • (rue^! "NATER VeA04K ' No Bearings.shown on the plot of Soltoir Section No...3. be 3, plot ® a . Elevations are sham thus; (9.04); and refer to the follow #) p in .�0. i non dr disk ed northwest of the. tersection of Pine Street and Atlantic Blvd. elevotian = 9,04, North .' ). Site ben marks ore (� ) l�taf'k�tt:Yvr(ivect t�atsiin'or t� �i�tYp shown hereon and are reIiitive to (NAVt }.: • ; Easements or rights of wpy that appear on recorded plane or auk:hoes bsin. find .tathe eur pyor by. others!have bean neorporated into this draping with appropriate notation. oto underground ;netellotioes or improvehave been located, rigs$ !IIj there is no visible evidenbe on the ground of .use of.;the 1 ..a• of Ott • ,�4easurement methods used for this Survey 'mist L . per Chapter sdi.i •equirements - . t . DESCRIPTION: - LOT 531, PLAT OF SALTAIR SECTION NO. 3,A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10,PAGE 16,IN THE PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. / ��Y//JJ / '�7�(r/�/� �j /� u,t LfJ O v is IRON PIPE 'WAS O-0" ' > �(�/ CC/ © "t --..r., .. 4, '�/ A /y, 'BENCHMARK 2 ` q/'�C� ( •N010' ) unIX� Kh A/ I/u� STC7 NSET AIL r. M&DISK / T CSy�`, /Y„i 4(4K(( cite `� •���p��+� SSMC TRAY" ,,� 4 / '5,0,,, - 7..e.‘" I K ESSM a (5.90), �' ° 9p 5,0'O -_Q µN� i�4 fA r c-4)"j�'.. .,c„.2,,,r "D F-4, LOT 531 SFa OV o ibicv �J „.. k. •1 101., ,39"(M I.45%. � � N (VACANT) �. -......-tit-l•� �-` ea,„ ADDRESS #255 % 44) 400�` e��S��;,-=,�+�`'' ��5�'_ 1 700o (NOT POSTED) 4 Q y• oa,c,r, ,aiii �. a Q / © O t-E'ly hcR ..4,. � / ti ,> �CtJ •-;.--Kl ' `°a F ND I /o' (BENCHMARK 1 WON PPE— x-CUT ON N. 0 41)*.' °? A� 4. -n0 lo•� ' MtNOF�SEWER O /►r: "VO R ). SE- .'a. ELEv. (6.34) ! r•-•--' fio- �' F6) 043 0 r6 i z, ,,_ 65.G9 e 4.3.• ,P,020..S 1/ U; ,.-7 . O Q) FOUND 3/4' 44 13 +i / p IRON PIPE L / 3 JP �..t\ ..NO ID.. e �/ 1vo44Q" 4 -.N-* / 3P?� T '0� 1�,,II ' b/ ,� �. FOUND 3/4" �. .O°- `7J14 °a �'1. Ot. IRON PIPE �Y GAJ .70\/ O, Op c ..NO ID' ��O / ��/T y ,off Q 9c(P) ®P,f� 2. ��-9 'Is. ♦ 6 o3"(7 '��� SFO$ O♦ p� �P � • (e ~ O:rz).- 'O FOUND 1/2' SJRirk �I O Cie A, Rl('tjlk q..`r A �� LEGEND & AJ3J3R VIATION$ '7 f "443 B R.L. =BUADMG RESITICTION Ox, 4`n r• 2 272- S / 7�•y j.'r cc, '(C0. (M) •PMEASURED LAT 9r/ �Y&4) ELEV =ELEVATION 1",ze 20' ys 6 LB •LICENSE BUSINESS GRAPHIC SCALE CO(/LO/ SAN =SANITARY 1 I co =CLEAN OUT 100 20 ,I OHL =OVERHEAD LINE F F.E. =FINISHED FLOOR ELEVATION SURVEYORS R ____ (02 =POWER POLE No Bearings shown on the plot of Saltoir Section No. 3. Plot angles ore assumed to be 90' PI Areal =WATER METERIVAtvE ASSEMBLY 2. Elevations ore shown thus: (9 04) and refer to the following benchmark: Mog nail & disk located northwest of the intersecticr of Pine Street and Atlantic Blvd, elevation = (9.04), North American Vertical Datum of 1988 (NAVD_88). Site benchmarks ore shown hereon and ore relative to (NAVD_88). S Easements or rights of way that appear on recorded plans or thot hove been furnished to the surveyor by others nave been incorporated into this drawing with appropriate notation. 4. No underground installations or improvements hove been located except as noted. 5. There is no visible evidence on the ground of use of the property which might suggest a possible claim of easement 6. Measurement methods used for this survey meet STANDARDS OF PRACTICE FOR LAND SURVEHNG per Chapter 5J-17.050-.052 requirements. '. Not volid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 8. Features shown by symbol as indicated in legend ore not to scale. 9. This survey completed without the benefit of a title commitment. 10. Un.ess shown, only those visible features in the immediate vicinity of the above described parcel boundary hove been located 11. Dimensions are shown in feet and decimals thereof. 12. The above described parcel contains 0.12 acres. more or less. 13. based on the National Flood Insurance Program FIRM Map No. 1203100409H, doted 06-03-2015 the above described property is in flood lone "x". NOTICE OF LUABILJTY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is Strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without the expressed written consent of the Surveyor. ���.41441n.' SKETCH OF PLOT PLAN CERT. NO. LB 2108 ti . Survey Dete: Scale: SOUTHEASTERN SURVEYING AND MAPPING CORP Ali=-=-�.-''-e--=v "� 07-07-2015 1' _. 20' Cypress Business Center �-JYV Drawing Number D,.e�,,, 8301 Cypress Plaza Dr., Suite 104 HY Jacksonville, Florida 32256 \ 59529003 JMB (904)737-5990 Fax (904)737-5995 Certified to: e-mail: infollsemc.us LEGEND BOTTOM LINE VENTURES I 0-FOU MAG NAIL A DISK 11i12108" hStWW. Llfiri�e.� 0 FOUND IRON AS NOTED Robert W. Gardner P.S M. Professional Surveyor and Mapper No. 5603 i 4 1 T.--- _ f Tri (i' 5 kiM 1.41 I Ili 1 Iller.WI 9 I I PI41 1 c 4*1/4 . ,44 . , .. ,„„ .... D, ,j , . . . / . , ,.,9 _ /c:A 0-: . -0 i y. ‘4 I , i ..- kfl s NI . 4{ ..00 , 4, if 16pe - 1 i it( _ ) c-7-1). 111r4A1 ( ...._ 1 LIEIIIILMIWAM _ ti D r __,, I , �4 41: 4 a 0 o,y 0 0 0 0 .9 T o 0 0 M r ! N a ' 1 • ,D3r PPIIRO Florida Pools CPC042932 TOTAL IMPERVIOUS CALCULATION Ryan Biggar 255 Pine Street Atlantic Beach, FL 32233 % Land Area 5,000 100.0% House 1,564 31.3% Driveway 300 6.0% Misc. 50 1.0% Pool w/pad 420 8.4% TOTAL 2,334 46.7% @�daapp 1, ?- I T 531,"PLAT OF SALTAIR SECTION.NO.:k A 1 �INCI TOTHE. " T-THEREOF RECORDED PLAT BOCK 10,PAGE 16,IM THE PUBtitRaddittetaOlitIV-ALtOUNTY.FLORIDA. 7 GENCNaIARK 2 • SET MAG i Al riJl7f lr-7`. M NAIL & DISK ,e04MOW• '•'::: . "SSMC TRAY" A ,... ,.!,--•.., . • aEv = trio), O .,. .,,,,I, _ ' •,.... .....:.-.... .,:::.,:::::.,•:;•::::::::•,..;:::...::. :::. . .. . . . . . . .. * . . .:. .. -:.:: ...;: , . : . t - •- ' ...'>•-.. . in- •ayt '14 1 Ito '+/�, a • `�'�, (� FOUND/7/,0 \._, BENCHMARK 1‘ V • • '. $ tR PIPE in X-CUT ON N. �►: -;. � SOI�U' RHA OF SEINER Wim • . •r( MANHOLE ; �° �, r PI.EI.EV = (6.34), r ✓ 'f [ a v ,ci: ; .+ O', ! 1145111r lRpiie:.: 4" `�Ir �., � o' "NO iD •'<; �►'!� ni �` ' • '�,,k. gr � �� -� FOUND 3/;' !'�'1 � ti� t' IRON PIPE `: �s� � ��. 1`� ,. _ ✓. , c 'NO ID' b Y (Al • E . • ��� 11 COMM(JNITY Di L:0 P.'. .. : 40oROVED N... ...i-.11....vie,...''''::wil.'...* :-- : I c$ G t/0 • �4 LE & ABB VIATION 4 a � (P) i upi.AT . i ik '41 /,4' \ '` EI EV re UIVAT1C I f j 1 `���\\ �s I L1aI�teE s* be i w= s SANITARY i0 ' ( CA .i iCLEAN OUT GRAPHIC SCALE pc 1.DYER AD UNE • •--.—� i ... . •,itri I-ON FLOOR,ELEVATI 10 20 40 .-D�171RCATtaH • Cd I-POMrER POLE . /EYQR5 REPORT: . 'vole] N WATER vE ASSEMBLY 4o Bearings shown on the plat of Saitoir Section No. 3. Plat e+Igles ate •wed to be•90'. ® a . Elevations are shown thud (9.04); and refer.to the,fail benchmark: Ma nail & disk . 011r� q tdecltsd ntiltthwest of the intersection Of Pine Street and Ationtic Blvd. aievation +R.(9.04), N,Orth..American Vertical Dation lot 10111 t1VAVD14 ) Sits benchrnerks are shown hereon and ore relative to.(NAVD3: _asements or rights of wpy that appear on recorded planed-or,that''. ers hove .befurnished..to. the'sue, yof bjr others have been ' - ncorporated into this dro ing with appropriate notation. I ' Bio underground installatio{is or improvements have been !aided � of noted.: there is no visible evidence on the ground of us of tisf �' ,a' possible Oaten of nt Jeasurernent methods used for this Solvay meet i h.�rMG per Chapter 5.i-17.0 .052 egvirements, . .. : . .... - d+ FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS: CO THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH ~ N FURNISHING ALL DETAIL DESIGN REQUIREMENTS 28",MAX. bU ,- FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH -FLOOR SLOPE 1:12 i~ 1--t THE FLORIDA BUILDING CODE,AND ALL -STEPS:MIN.TREAD 10"X 12",7"MIN.RISER,12"MAX. 0 CONSTRUCTION SHALL MEET ALL APPLICABLE RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS •...1 CD ON Q CODES INCLUDING PLUMBING,ELECTRICAL AND THE SEAT.INTERMEDIATE TREADS AND RISERS TO (1) M ri°A GAS. PIPING SHALL BE SCH.40 PVC, CU NSFpw,MAX. BE UNIFORM. IF cc) 11 PRESSURE VELOCITY 10 FPS,SUCTION 6FPS. INTERMITTENTLYSHALL IT HAVESPA IS A ONE UR � W W ' 3 •, 0 ob C F1 THE POOL PLAN SHALL SHOW THE DESIGN TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. � w O O PLUMBING AS PER THE SAMPLE WITH THE -MAXIMUM TEMPERATURE 104 DEGREES. wJ 00) ", MFr, V N INFORMATION REQUIRED SHOWN. MAIN DRAIN -MEET ANSI/NSPI ARTICLE XVII,SAFETY it' . y;d' y APPROVED PLUMBING DRAINS ANSI/ASMEA112.19.8.2009 COVERS.DVERS. AS -P INSTRUCTION/SAFETY PIPING AT 5 PSI FOR 15 MINUTES OR a FO WITH . n AN ALTERNATE THE APPROVED DRAINS MAY BE MEET LOCAL CODE IF GREATER. 1A x .. :„y PLACED ON DIFFERENT PLANES.THE TWO DRAINS y� < G O SHALL HAVE A COMMON SUCTION LINE. SUCTION C Nb � O u GRATES MAY BE USED IF APPROVED AT A MAXIMUM GENERAL DESIGN REQUIREMENTS e ,, p., p"[-, -of OF 1 X FPS AND THE SUCTION PIPING IS RECESSED r-•0 OJ u< FROM THE GRATE THE DISTANCE EQUAL TO THE -DESIGN,CONSTRUCTION AND WORKMANSHIP 0 a-+ cn.4 Q SUCTION PIPE SIZE.SKIMMERS DO NOT REQUIRE SHALL BE IN CONFORMITY WITH THE U V ch PROTECTION AND REQUIREMENTS OF APSP/ICC 3,APSP/ICC 4,APSP/ICC 5, M MUST BE DESIGNED FOR A MINIMUM 25 gpm. AND APSP/ICC 6 AND APSP/ICC 7 BASED ON THE F� THE FOLLOWING SHALL BE LABELED WITH POOL TYPE. LABEL MARKER TAPE AT THE FILTER LOCATION: -SEE NSPI FOR DIVING WATER ENVELOPES. U 141 PIPES,VALVES,PUMP(S)OFF SWITCH. -SLIDES SHALL MEET THE MANUFACTURE'S u.` INSTALLATION REQUIREMENTS. U -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE ELECTRICAL REQUIREMENTS: PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW , END WHERE THE WATER DEPTH EXCEEDS 24 INCHES(610 MM).IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 -WIRING AND BONDING AND ALL ELECTRICAL TO FEET(1524 MM)THERE SHALL BE LADDERS,STAIRS OR COMPLY WITH CHAPTER 42,FLORIDA BUILDING CODE UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END 6TH EDITION-RESIDENTIAL AND NEC 2014. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE 0 -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF USED,BENCHES OR SWIM-OUTS SHALL BE RECESSED OR �0 WITHIN 15'PROTECT BY GFI,TRANSFORMER MIN.10' . LOCATED IN A CORNER. FROM POOL,8"ABOVE WATER,.1 BOX 4'FROM POOL, -CIRCULATION SYSTEMS,COMPONENTS AND - BRASS TO J BOX OR TRANSFORMER WHICH EVER IS EQUIPMENT SHALL COMPLY WITH NSF 50. et FIRST EXCEPT WHERE PVC IS APPROVED. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. •+ el -FILTERS SHALL HAVE AN AIR RELEASE AND Zt PRESSURE GAGE. QJ •, -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 v CORROSION RESISTANT WITH STRAINER AND MEET •Iel THE REQUIRED FLOW. CCU) A LICATION FOR PERMIT SHALL -SURFACE SKIMMERS SHALL MEET NSF 50 AND LL DYNAMIC HEAD OF 60 ft. THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET g rd OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FITTNGS FOR THE {y C mer per 800 sf) RETURN OF RECIRCULATED POOL WATER SHALL BE 1ld L.1 PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 wri 0 15,000 gallons SQUARE FEET(28 m2)OF SURFACE AREA.SUCH INLET s FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO nil INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF Cl) ell SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS ty REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO QCO REQUIRED INLETS SHALL BE AT LEAST 10 FEET(3048 MM). = -,-- • •MAIN DRAINS AS OF 12-19-08 -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR 4)) ANSI/ASME A112.19.8-2007 UL 559. \ E -DISINFECTANT EQUIPMENT SHALL COMPLY WITH E - - NSF 50. 10 r"-' w -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR POOL MEET LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO A MIN.GRATE OPEN AREA=FLOW/17.8 MEET SECTONS 454.2.17 U FOR VELOCITY 6'/SEC -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 CC CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN -- Revision — Date LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE # Description — FLORIDA BUILDING CODE R4501,6TH EDITON 454.2-2017, 1ANS1/APSP/ICC 3, ANS{/APSY C 4,ANSI/APSP/ICC 5,AND ANSI/APSP/ICC 6 AND Date:January 1, 2018 ANS)/(tPS CC 7,ANSI/APSP/ICC 14,ANSUAPSP CC 15. Drawn by: MJT REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL Branrox, LLC IPMENT RESIDENCE REQUIREMENTS AND CONDITIONS ATION y�/� REVIEWED BY: // t DATE: P-6-1 r FLOW THRU SPA SKIMMER REQUIRED 1I NO SKIMMER FOR SPA WITH --_ ir... TYPICAL OR FOR#3 INDEPENDENT aikII.- ' SKIMMER REBAR,2'OUT WITH FILTRATION SYSTEM #8 CU TO PUMP OPTIONAL DECK W/ 11.nr... 1)4"PITCH IN 10* RAIL OPTIONAL OPTIONAL I2V LIGHT W/TRANS.X"BRASS 111 _ •OR PVC(SEE NOTES) NO LIMITATIONS TO SHAPE EXCEPT FOR % DIVING STEPS OPTIONAL >MAIN DRAIN REQUIRE ENTRY REQUIRED CIRCULATION (TAMPER PROOF/SEE NOTE'. SWIM-OUT OR LADDER (SEE NOTES) LINE REQUIRED(GR/#8 CU) >LIGHTING&BONDING SAM WHERE DEPTH OVER / POOL 5'DEEP(SEE NOTES) / >NO LIMITATIONS ON SHAPE 77 _—\ L GENERAL SPA PLM GENERAL POOL PLANLOPTIONAI—A N.T.S. N.T.S. 2'-9"Mm.EXCEPT FOR SEE NSPI 5 RE: SLOPING ENTRIES.4'-0"M.. HANDHOLDS ,j.. .. .. .......... , WATER] LINE EXCEPTION:ROPE AND o, e FLOATS INSTALLED IF^ e 8"Max LESS THAN 4'-6" Radius 7 Mar I I I.0°Max. °NI SAMPLE ONLY.EACH i I BE BASED ON Al / 8'Min.TO SLOPE CHANGE Determine System Flow Rate: i Minimum Flow Rate Required:35gpm per skimmer(Required:I POOL SECTION DETAIL Pool Volume: 500 sq.ft x 4 ave depth x 7.481 gal/cf N.T.S. Turnover Time in Hours: 6 hours x 60 min/hr= 360 rr Flow Rate: 15,000 gallons/ 360 minutes = 49 E SB2836,6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OFT • AN UNDERGROUND BONDING CONDUCTOR MADE OF#8 AWG.BARE SOLID PIPE SIZING CHART(MAXIMUM COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW PIPE SUCTION PRESSURE SUBGRADE,AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE I))" 35 GPM 65 GPM WITH s.680.26(c)OF THE NATIONAL ELECTRICAL CODE. 2" 60 105 2,I 90 147 3" 135 230 PAVERS OR 4" 235 396 FOOTING 4'DECK 2,500 DECK FINISH OPTIONAL psi(Mm.)CONC. PER CONTRACT FOR POOLS WITH VOLUME=15,000 GALS. W/FIBER MESH (NON-SLIP) PUMP:STARITE P6E6DL OR HAYWARD SUPER! XHP42 GPM 60 TURN TURNOVER RATE=6 HOURS=360 MINS. H" 11 POOL FINISH FILTER:STARITE PTM 50,50 GPM OR HAYWARD C75I,75 GPM CAPACITY 101111M11.K. PER CONTRACT MAIN DRAM:HAYWARD W61048E f •Ill _/ BEAM&"7"BAR 8"X 8'FOOTING OPTIONAL CLEANER:HAYWARD VAC LOC 8, W/(2)#3 BARS OR 1 #5 BAR FINISH X" 6' MARCITE OR 6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN.)CONC.#3 BARS ON AXPOSED MAIN SUCTION PIPE SIZE 2"GGREGATE i 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MIN.OVERLAP- A 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15.A16.ASTM A30-5 SKIMMER SUCTION PIPE SIZE 2" Structural Subject to suitable soil conditions. CLEANER/VAC PIPE SIZE 11" 1 ' --..1"z'- POOL/SPA, DECK, BEAM, WALL, FLOOR RETURN SUCTION PIPE SIZE II" e• :,.d N.T.S. .