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533 Atlantic Beach Ct POOL20-0006 yLCity of Atlantic Beach APPLICATION NUMBER r Building Department (To be assigned by the Building Department.) • 800 Seminole Road F 0. LCD -0 co Atlantic Beach, Florida 32233-5445 u Phone(904)247-5826 • Fax(904)247-5845 2 // l 02 E-mail: building-dept@coab.us Date routed: 3J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S33E\T_ .ifor, t-��-e,,tment review required Ye No Applicant: ( Oc & to Li �OE-F �1 FLII�C=(C� Tree Administrator Project: CAD t tV\rvvl.�� Pao U _ Pu lie WOEks1-1) 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: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: :UILDINe PLANNING &ZONING Reviewed by: Date: 4/-/-Zv TREE ADMIN. Second Review: ❑Approved as revised. ❑Dened. ❑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 �t �' ,.; BuildingPermit ApplicationUpdated 10/9/18 u's pp FFICE COPY City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road Atlantic Beach FL 32233 HIGHLIGHTED IN GRAY ' 4 Di:1tJ`' I / Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 33 (JVf 1C. P)-Q0c-10 CA- Permit Number: POOL -- •' COCO Legal Description A h. E3CiCb LcwitPI J C w L n 1'.V Z Lc i- RE# l( 1 5- l - W Valuation of Work(Replacement Cost)$ 4L)1000 Heated/Cooled SFNon-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo iel ool EWindow/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed proiect? ❑Yes(must submit separate Tree Removal Permit) Et<o Describe in detail the type of work to be performed: 5-r d- i 'n9rCU-ti1d poo l Florida Product Approval# for multiple products use product approval form nk Property Owner Information %= N r Name .�Ql(1tt?s i\- C( al-INA �C((k- Address a 49,3 0)CE wOuk Dr ()l) ` z C) A- City ACtv,lfic, btaiairi State R Zip .32233 Phone 9c1-I qZ;3 43'1q 0 E- ' - E-Mail J T Q}C- (L act ail P O t- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) 0 o U U ca Contractor Information Li i= cj Name of Company p oohs t Xvi (.1 u/n.e.r Qualifying A ant loin n CCCar nti ® ;Z b Q Address )'3211 {��(�,i('Ct'\P� ,St. State 1-;k_ Zip 3 �i U) Office Phone gti4 .143 2 Job Site Contact Number 4C 3 Ci 74 IC L2 CC F--CI) z State Certification/Registration# L CCAS 3,rS q E-Mail C.� (�;( e GCS r-Co EVA W.(2,S1-.r't ® i, n w il.Architect Name& Phone# _ J {_ Cil 0 ui 5: Engineer's Name&Phone# t,) Q. all 1� r.) g n Workers Compensation Insurer L,N A OR Exempt❑ Expiration Date 31112:4: u.J � ua Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installglion�has is I i commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating w construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING;CONS T IlyiTiVOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE E CEMENT. /(Signature of Owner or Agent) of Contractor) Signed and sworn to(or affirmed) before me this .5 day of Signed and sworn to(or affirmed) before me this 13 day of ,/�1 - 2c , by Jan-CS ficin �0;LA! Ml1/�I 0—P 0,7 Eby J I Vti ��tft - .AY;:G.;••• JOHN MARTIN (Signat re of Notary) • nature of Notary) l'..,,,%:;.1,)Commission#GG 326915 ^•• '� Expires April 29,2023 Y.o-. .i.• `c cfcfnallfoiQTAuhrot3#in Insurance 800.385-7019 �►R �¢', KYLAMARIE PILKINTON .)Personal) Known OR �P. y . �< Notary Public•State of Florida [ ] Produced Identification •.., e Commission 4 GG 246524 'hof -' Type of Identification: � ' S ��,1cPr, 1- �• Type of Identification: My Comm.Expires Sep 19,2022 _ ,.,.. :.- ' . • , , ::' " ' -4...v...zo,.....4.4,..44..0...01/4...11111...W . -..k.......,:,....sa.. I: ,t . .. . . . ., ,• P TICE OF COMMENCEMENT Approved '� /�oQJ2a - God6 OFFICE NOTI ICE COPY r Approved By Permit Desk 169505-1420 State of 8wiiding Department x Folio No. CitY B�atlantic Beach, FL JOB B COP Y County of 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: Atlantic Beach Country Club Unit 2 Lot 25 533 Atlantic Beach Ct. _ 611 - 132- 08- as- aat - aas Address of property being improved: 533 Atlantic Beach Ct. General description of improvements: construct inground pool Owner: James or Tami Roick Address: 2228 Oceanwalk Dr W. Atlantic Beach,FL 32233 Owner's interest in site of the improvement: fee simple Fee Simple Titleholder(if other than owner): Name: Contractor: Pools by John Gamer Address: 1529 Marcheck St. Jacksonville,FL 32211 Telephone No.: (904)743-2060 Fax No: (904)745-6150 Surety(if any) wA 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: N/A 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: wnaa�c� JQHN MARTIN •'` Commisslonii11 GG 328915 Address: aoa3 rilti a rL29 Telephone No: Fax No: ,:`` Bodied Thtu Troy Fain Insurance$3O.385.7019 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 ,1 Signed: -1-of .--4;Z-7Date: ,frie-13 3, 20213 Doc#2020059322,OR BK 19138 Page 649, Before m is 3 day of f'Karc_t1 ,.�w202A a in VA County of Duval,State Number Pages:1 Of Florida,has personally appeared lc.S A\a.vi 1 0��LC Recorded 03/13/2020 01:58 PM, Notary Public at Large,State of Florida,County of Duval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires: Apes/ 2 9, 2023 COUNTY Personally Known: or RECORDING $10.00 Produced Identification: t3.5 . M;\;wry ,fl. ii City of Atlantic Beach APPLICATION NUMBER a Building Department (To be assigned by the Building Department.) a 1J©� j 800 Seminole Road , `��-003k } -V Atlantic Beach, Florida 32233-5445 C. Phone(904)247-5826 • Fax(904)247-5845 s3 9 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 533 r\ L_RNY(C„ fitment review required Yes No t� (t Building) � Applicant: 1 cc7t b S 01 —G fZ�C=(lam -Piatsrs z�mn Tree Administrator Project: (, .D lrV\.rvk.l.cf—N- POO L--, til lNorks,� 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 0 St.Johns River Water Management District Army Corps of Engineers L7- Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICAT N STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by Dater (a 'Zc/ TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. UNot 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 0 511 9/2 01 7 0!J-v;. City of Atlantic Beach APPLICATION NUMBER js i" 04 Building Department (To be assigned by the Building Department.) s� tla SeminolecRoad �I V �L,Zv�CJ�0 ., r Atlantic Beach, Florida 32233-5445 t. Phone(904)247-5826• Fax(904)247 5 MAR v E-mail: building-dept@coab.us 6 202) Date routed: 2 0 City web-site: http://www.coab.us APPLICATION REVIEW-MD-TRACKING FORM Property Address: 533 R T LRkyr( , _p1/4 0 mo ment review required Yes No t ) -8uildia� Applicant: I 0c,L..S ffb cSo-J4faA�G=-(L._ anrririy &Zuriug;. ` Tree Administrator Project: --tAD[Ai\nn.1A � _ POOH LSP-rrblc_Works7) 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 VV_ Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: WApproved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: // Date: J17— TREE 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. I 'Denied. [—Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 94ib" V .,. 3/ )cit/ - )40 z; Joh hi! r-01 oen tyy73"^0cruel , __ 9D4z etAte—g/ a/ai -2- J��[ j[ Pd 9 ra/ ( �8z ;.7vd. A °P,r L!� I/v 74 j7 °;Tel? " f 41 YI/ 2 ;Caldji trer2 ri2 /2 n 499 2 £Y x 6p u'i 6 Xe 9i 'P°/i • TOOLS 6y JONW GAVVEgt INC. Olt 049389 1529 11,AIVIEC7CSMET JACKSONVILLE, AFL 32211 904-743-2060 MC: 904-745-6150 www johngarnetpools.corn garnetpools@comcast.net March 13,2020 City of Atlantic Beach Building Department Attached please find a pe it package for: Residential Pool permit application. Roick Residence 533 Atlantic Beach Ct. Atlantic Beach This pool will be built according t the following: AREAS /r 1) Occupancy class is Group R-3 �'d' 12,880 S= 2) Florida Building Code—2017—6`h edition HO SE 2424 S= 3) National Electrical Code—2014 FROV7 PORCH 107 Included in the permit package are: SCREEN PORCH 640 p p g EAS' GARAGES 678 1) RecordedNOC Wes- GARAGES 866 2) Permit application 380 3) Proof Of Ownership DRIVE WAY 720 EQUIPMENT PADS 59 Pages are as follows: WALLS y(A 171 /2=86 1) Pool design DE:a 250 VSPVIOUS 6,210 SF 2) ANSI/APSP 7,7& 15 comp ance sheet 3) ANSI/APSP 15 Energy E'%ciency compliance information 4890 4) Pump curve sheet 5) PLM filter series filter eet 6) PLM series filter flo .te curve 7) A&A Channel drai certificate 8) A&A Channel dr.', flow rate&installation REC C9) Gas heater sheet E I V 10) Pool on survey 11) Sheet 1 of 2 1 Typical plan sections for residential pool/spa MAR 1 3 2020 12) Sheet 2 of 2—S2 Typical plan sections for residential pool/spa BY: Please let me know if you need additional information. Sincerely, John N.Garner,Sr. President n�f'/e% Dots # 2015085791 , OR BK 17133 Page 970, Number Pages: 3, Recorded 04/16/2015 at 11 : 13 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $27 . 00 DEED DOC ST $2030.00 m. Prepared by,Record OFFICE COPY and Return to: Cindie Hernandez Gibraltar Title Services 4190 Belfort Road, Suite 475 Jacksonville,Florida 32216 File Number: 15-9381A l c o 199 37 Special Warranty Deed This Special Warranty deed, made this 20th day of March,2015, between ATLANTIC BEACH PARTNERS, LLC, a Florida limited liability company, whose address is: 414 Old Hard Road, Suite 502, Fleming Island, Florida 32003-3411, (the "Grantor"), and Tami A. Roick and James A. Roick, wife and husband, whose address is: 2228 Oceanwalk Drive West,Atlantic Beach, Fl 32233,(the Grantee"): (Whenever used herein the terms "grantor" and "grantee" shall be construed to include masculine, feminine, singular or plural as the context permits or requires and shall include 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 Dollars, ($10.00) and other good and valuable considerations, the receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee, its successors and assigns forever, all that certain parcel of land lying and being in the County of Duval, State of Florida, as more particularly described as follows: See Exhibit "A" for Legal Description attached hereto and by this reference made a part hereof. Parcel ID Number: . TOGETHER WITH with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. SUBJECT TO real estate taxes for 2014 and all subsequent years, and all declarations, covenants, easements and restrictions pertaining to the Property, recorded in the current Public Records of Duval, Florida. TO HAVE AND TO HOLD the above described premises, with the appurtenances, unto the said Grantee, its successors and assigns, in fee simple forever. NOTICE REGARDING REPURCIIASE OPTION: As provided in the Purchase and Sale Agreement, Grantee is required to construct a home on the Lot within a period of 3 years after closing and if Grantee fails to comply with this requirement,then Grantor has the right, but not the obligation, to repurchase the Lot for the amount set out in the Purchase and Sale Agreement. OR•BK 17133 PAGE 971 OFFICE COPY And the Grantor does specially warrant the title to the Property subject to the matters referred to above and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor,but not otherwise. In Witness Whereof, the Grantor has caused these presents to be duly authorized in its name and by those thereunto duly authorized,the day and year first above written. Signed, sealed and delivered in our presence: ATLANTIC BEACH PARTNERS, LLC, a `.4-C> Florida limited liability company By: The Wood Development Company of Witness Printed Name ji76I,-, d Jacksonville,a Florida corporation Its Managing Member By: Susan D. Wood,Vice President Address:414 Old Hard Road,'eite 502 Fleming Island,Florida 32003-3411 Witness Printed Name 6‘\.'at-J CotS k •.►=+ State of Florida County of Duval The foregoing instrument was acknowledged before me this _17th_ day of March, 2015, by Susan D. Wood, Vice President of The Wood Development Company, a Florida corporation, the Managing Member of ATLANTIC BEACH PARTNERS, LLC, a Florida limited liability company,on behalf of the limited liability company. She is personally know to me. ........ Notary Public 06 ••c o„try' ' W Print Name: z.* ty .oma q.,1:•7?, if ,/ My Commission Expires: , :V w ' */r. ��1 ;mit? Notary Seal " tsti '// OR.BK 17133 PAGE 972 OFFICE COPY Exhibit "A" Lot_36_, ATLANTIC BEACH COUNTRY CLUB UNIT 2, a subdivision according to the plat thereof recorded at Plat Book 67, page 132 through 137, of the Public Records of Duval County, Florida. SUBJECT TO the "Declaration of Covenants, Conditions, Easements and Restrictions for Atlantic Beach Country Club" as record on August 15, 2014 in Official Record Book 16880, page 816, of the public records of Duval County, Florida. The Grantee (hereinafter called "Homeowner") shall maintain a social membership in the Atlantic Beach Country Club, Inc. (the "Club") located within the Atlantic Beach Country Club on the terms and conditions and with the rights and subject to the obligations appertaining to such membership in effect or established by such Club from time to time. Subject to the rights pertaining to such membership, the Homeowner acknowledges that the Club is privately owned and that the owner thereof may determine in its sole discretion how and by whom the Club may be used and enjoyed. Ownership of the p:-operty and/or membership in the Atlantic Beach Country Club Owners' Association, IF. does not give the Homeowner any vested right or easement, prescriptive or otherwise, to use any Club facility. Without limiting the generality foregoing, the Homeowner acknowledges having read and agrees to be bound by the provisions of Article XII of the Declaration of Covenants, Conditions, Easements and Restrictions imposed by Atlantic Beach Partners, LLC (the "Company") recorded in Official Records of Duval County in Book 16880, at Page 816. The rights and benefits under this covenant inure to the benefit of the Company, its successors and/or assigns and any modification or release of this covenant shall be by and between the Homeowner and the Company, its successors and/or assigns. BY ACCEPTANCE and recording of this deed, Grantee, for itself and its successors and assigns, agrees to join in and support and to execute all documents and papers necessary to accomplish the annexation of the property conveyed hereby into the City of Atlantic Beach, Florida. Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title to the property. 4 Pool 171 sq ft Coping 71 ft . Deck 252 sq ft 4 ft waterfall Raised Team+18" y v, A I. I 14' .v o D 0, U ■ ■ 0 C. O ... m M v n -0 N W 11) a) � `° aft x 7ft. / rr— x. .73 10'ft . 03t 20 ft. \ x 1 Pools by John Garner Designed by: 3 Roick Residence Phone: 904-743-2060 9 SCALE: 1/8" = 1' 1529 Marcheck St. John Garner I Designed 533 Atlantic Beach Ct Jacksonville FL 32211 Fax: 904-745-6150 3/3/2020 for: JOB COPY _._..._ _..„....._„_____„___„...._._-_,17-,--,==1**--"."--* .._.........T... Oelolmin°PipoSrzas: I a�f 1�'ed9�9C. C1J c 017(i131C�1YZP!'81d'ieei"enlAatk fl 0 fpanmz.at OP SyslamFlc,vRate. .Solval•�1ise Pool 1.^:4ear i DeloimPipinglabo �I� inch lol:capvslooty(L1N/� ! Tmnit,Sl9nima& lash to heapvelodlyl@ fps man.al /a/ UPmSystem Nutt nolo. , CSorie:i I;(ese i�efi€.(i�-L1;1aeII1d apply yICC-155P_'V do the Fi6e atiIon Nall Suction Piping toha 1 G14JSI I/ISM I 2099 inch to loop velocity n I Q Ips Mc.01 g� UPrn System Raw Rata. Return Piping Z, L— i FIa:rCalariaUons: i m-this is Utz calculaled now rah) Pool � O 1300= .3Co UP' PumuSn!ccdon: nnUsledonCunv A or C (chdoano) Nolo:for pooh under 19,000gals.thocatculatadPowtato or30gen eh!choverIsgmaterathofdbofnnnawrn l •� Maximum now -._._-UFrt Nolo:Is Utero on Aladneryload on Ore filtration pump? �ee, No Fll nllon Pump �L%rLD l.L gpm / 7 If so,orientislhocalallateda1cti01aryllarrmlo Flowralo yaw spend) tL� �? Maio -- .`J/+✓r✓f�y T OPm® __L-=_rpm vyywher OelorminoMaMutant at-i aofRerurathWloorSuGionCapin: Orta Z' la Minimum suction side burnd7 plpo si:o @ 0 f1n ? In. 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JOB COPY 5-53 4-&nw/ e, bkniei7, c:tz - ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS I,' Component Section I Requirements tChecl4 4.4.1.1 Heater has no pilot light tom ll 4.4.1.2 Readily accessible on-off switch mounted outside of the heater i ,l Heaters 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for pool with 60%of documented pool heating from on-site solar or recovered energy. il 1 i 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 l,..--- III41 II 5.1.1 Pool filter pump listed in database i� i; � i 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed i `' Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary ii il 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for 1/ 5 I servicing. il Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 7\X 11 ilii 5.5.2 Pipe before pump has at least diameters of straight pipe. ± 0 ll111 System installed with solar, or setup for the future addition of solar heating equipment by r. i 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or 2-1 it built-up connections, or dedicated pipe to and from the pool. 4. j 5.5.5 Directional inlets for mixing pool water. 4/5/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 INTELLIFLO° i1 JOB COPY c 3 VARIABLE SPEED PUMP (CONT'D) CA 17 '. Dimensions and Performance z a C 90 CURVE SPEED Z 0 isionmal I ! A -- 3450 RPM or FACTORY DEFAULT SPEEDS 80 — — SPEEDS:3110 RPM SQ,,v. I-- 9 3250 RPM ' ' ( ' I SPEED 3 2350 RPM � '"'o C -- - 2850 RPM I I l' 1 SPEED 2:1500 RPM D - 2650 RPM 70 O I • SPEED 1:750 PPM E 2550 RPM — — •SPEEDI F r— 2450 RPM �« ; ..- ci j i I 0 2250 RPM . i '...•�i ' ' I H 2050 RPM 60 � • b"�Q4„=>'�— { I i I 1850 RPM j I J 1725 RPM �. { • Gey i K — 1250 RPM 3 50 ; � , 1 - -- L --� 1050 RPM ��,{{�� , M 850 RPM N • 650 RPM I 40 SPEED -� _ 1 i ; 0 450 RPM 30 • 1- I �ti ' I i .k ` I o SPEED 2, i .4% C ' % D 10 --- -I.- -- — 1 i G F 1 H SPEED 1 ! 1 L K J 0 0 —N—M 0 10 20 30 40 50 60 70 80 90 100 110 120 U.S.Gallons per Minute sa� _ ; 5.6xirtmomi4muil 1 ( [142mm]t , � L.\ ��r[275mm] k 44,1161 , `- 14AMIlll ' m'--_ ,� _1 2.8in j [71mm] 7.8in [199mm] 23.41n [594mm] 9.9in [253mm] ii_ 1 il Irl: t�77 L ' '• i 13.I1n 12.4in , 1 1.8in 9.l in - 1-11--- ;.1 / j •[ ] [316mm] [301mm] [232mm] , 333mm See page 509 for replacement parts. 181 SYSTEM:2' MODULAR MEDIA FILTERS PLM SERIES FILTERS JOB COPY STA-RITE Featured Highlights • Typical Installation-aboveground pools,inground pools, and inground hot tubs • Quality Construction-Durable two-piece tank housing constructed of rugged ABS thermoplastic to ensure a long-lasting tank life • Easy Access-Posi-Ring®Locking Ring provides fast access to tank internals • Innovative Design-The innovative balanced flow design first introduced with the System i 3 Mod Media filter is now available in the smaller System:2 filter,virtually maintenance-free operation for pools of all sizes 4ti 0110 • Low Maintenance-Complete media coverage combined • with shallow pleats means greater dirt holding capabilities,resulting in longer filter cycles and less cleaning System:2 Modular Media Filters • Large Drain Plug-Filter includes 2 in.NPT Drain ports, PLM Series which are provided with reducer bushing and 1-1/2 in. drain plug Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets.Advances in media technology and balanced flow design provide dirt-loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance-free operation for today's pool owner.The small diameter footprint makes the System:2 filter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of filter medias without changing the tank.Contemporary style and matte black finish looks attractive in any pool setting. Ordering Information Turnover Capacity(In Gallons) Product Effective Filter Flow Rated (Flow Rate x 60 x Hours) Tank Port Carton Area(Sq.Ft.) GPM(Sq.Ft.) Size Wt.(Lbs.) 6 Hour 8 Hour 10 Hour SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 PLM125 125 47-125 17-45,000 22-60,000 28-75,000 2 in. 42 PLM150 150 56-150 20-54,000 27-72,000 34-90,000 2 in. 43 PLM175 175 66-150 24-54,000 31-72,000 39-90,000 2 in. 44 PLM200 200 75-150 27-54,000 36-72,000 45-90,000 2 in. 45 PLM300 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 ' Based on NSF recommended flow rate for commercial at.375 GPM per Note:Operating Limits-maximum continual operating pressure of square foot. 50 PSI.Pool/spa{bathed applications,maximum operating water Note:No backwash valve required. temperature'internal filter)104°F 140°CI. • SYSTEM:2TM MODULAR MEDIA FILTERS (CONT'D) PLN SERIES FILTERS CORY JOB r—ring Information Product Description Carton Wt.(Lbs.) ACCESSORIES FOR SYSTEM:2 MODULAR MEDIA Ell TER-Pi M SERIFS 27002-01005 100 Sq.Ft.Replacement Module for PLM100 11 27002-0125S 125 Sq.Ft.Replacement Module for PLM125 11.5 27002-01505 150 Sq.Ft.Replacement Module for PLM150 12 27002-0175S 175 Sq.Ft.Replacement Module for PLM175 13 27002-0200S 200 Sq.Ft.Replacement Module for PLM200 14 27002-0300S 300 Sq.Ft.Replacement Module for PLM 300 19 U78-820P 2 in.x 1-1/2 in.Pipe Reducer Bushing 8 oz. 27001-01305 Spring Check Valve 1 Dimensions and Performance PLM300 --� PLM100 "�� 18.58 PLM125 \ 7-18.58 NSF. 4 0\....) PLM150 t�'It•IL:19 CatenatePLM175 IIPv � �/��� IN r PLM200 I Ir71 I 37.64 ��LIIIIII �� IIIIII,dir/—7 111111-11111111.1— ��,!� ...if VI 21.11 1111 IpuiiuninfuuuuiuTi iiaiuiiuuuiuniniiii OImE7 r-RN 7 2'lel ' rr ..-------- ! --+� !! II, no '�� I �M 1iLl, "PT lli 15.00 AR dimensions shown in inches. 20 1 I MAX.F ;82 LOW.---. 18 RATE PLM125 16 MAX.FLOW E 14 RATE PLM100 a 12 2 PLM 100, 0 10 PLM 125, PLM150, m 8 PLM175. c PLM200, a 6 PLM300 4 2 0 0 10 20 40 60 80 100 120 140 160 Flow Rate in Gallons per Minute See page 394 for replacement parts. �� '� 111 i '7� '�' r l `6 .11 •;;;�'}ri'4 \ I\ I\ • I\ 1 •il li••ii 3;ll ;;iir I\ I I ll,', rill•, 1 1 111 1 it 11 irl ' I ••�'I\ /\ II' it'll i•'111 1 1 I ri/11r 11 '%��'iii.'•i''♦•�iii�'i'♦•'iii \••' ••'I�•' I\ \ ' it 1 1 11 1 1 11// 1 :•:�,�J�'iii.'I�,•'r ll;l I1 11111 I\ 1111, I♦ulll I\ ulu I\ 1/1 I♦ ulll I♦.1111 I\ulll I\.il i•.'I\ r1/11 I ri/u .1111 11111 11111 l 111 111'11 ll'/l /1 1 11 111111 ,5, 111111 111111 11111 111111 111111 1111 / 11 1 11111 111 >'1 ;;;111 111111 a 111111 a uflll a �,1111 a 111111 a 111111 a 1,1111 a 111,11 a 111111 a 111111 a 11111 a 111111 a 111111 a 11111,a 111111 a 115111 a,11,11 a 11111, a 111111 a 111111 a 1111,1 e 1 111 e ♦ e e e e e 11 a 111111 e 1 11 e t,,I,: e 11 1,1 111 111,111 1111111 111,11, 1111111 1111111 1111,11 1111111 11,1,1, 1111111 1,11111 .,111111. .1111111 1,,,,,1.. „1111111, •1111111 „1111111. 1III ,.1111111 11,1111 nIN11 1„1111 111111, 1111111 11„111 Illll._III 111 111,111 I,I,r .�' 11 1111111 1 NII I 1: IINN 111111 11111, 111111 111111 111111 111111 NNN 111111 Ii11H 1111111 INtlll 1,1111 11 Il r_./7""i','I..11111'-:1 IUI,: IIIIH :1 IIIIH1111111111i.-i 111111 ,11,111 IIIHI IIIHI Illlli HUN 111111 _ illlll r :IN4H 1;Illill IL ,.,,';'.:';:::::::.-14,•:._, JLIWuuI 1uAu11 lulllul �I1L111 �Ilill� Mit ILuull 1W 11111 luluul lullull �JJIIII 1111111 .. .— Llll IIIIIAII �I11111 III I\i,!:,... ,'•''� ::i..:::::i.:%1:73, 17;;i):: E i''r`•; '•_— **A copy of this document should be retained by the pool builder for each drain installed on a given job** _ ,...,, g-- -=:- sg) .: A&A Manufacturing certifies that the All of these products are manufactured at A&A's AVSC drains are certified through = ..::,,, 1':':' following model numbers meet or exceed all A&A's main facility located at 3750 w. NSF International. -iii:;s)l > ,;` of the requirements set forth in the Virginia Indian School Road,Phoenix,Arizona 85019 NSF International's World Headquarters are =_ .�,•.,� Graeme Baker Pool& Spa Safety Act(VGB USA. Each drain is date coded(on both the located at the following address: 4::; _-1 2008),ASME A112.19.8-2007,and NSF sump and cover)to identify month&year of NSF International ;;, P50 in addition to the safety requirements manufacture. P.O. Box 130140 ,ti _ outlined by the Consumer Products Safety 789 n. Dixboro Road __ ��1 Commission(CPSC). Ann Arbor,MI 48113-0140 .;;:)'''' I�. _ -'��,'11 01:;:=_,:z.. 1:'-= TM AVSC Drain Models NSFTM Certified E-l-... Ili y=� _O• 111 e14 r_ : ,, _-= 552921 552930 554581 554599 556316 556324 ,-.,--:.-1 • :. = 556332 556341 556367 556375 556383 556391 _ • ;o== MANUFACTURING 556404 556412 556421 556439 556442 556445 = )•1 556447 556448 556451 556455 556463 556471v �, V::. ��i: �_� 558320 558338 558346 558354 558362 558371 .' :`� 558389558397 558434 558442 558451 558469 = '`'' �/: . Further confirmation of A&A's drain certification can be found at the following NSF website: -:-.---.---1---1,-,:s.� � 1...i.::,:: http://www.nsf.org/Certified/Pools/Listings.asp?Company=4N400&Standard=ASME1908 _ ..`C' ,.....:::::z... .___.,:::::.:ii::,,v NSF For additional product information please follow the following links to A&A's website: == /, http://www.aamfg.com/or http://www.unblockabledrain.com/ -:....,..3 %: Any technical information/questions, beyond what is available online, should be submitted via email to: _4Ai Jepson Sutton 1 R&D Director- A&A Manufacturing I jepson.sutton@aamfg.com �__.- ,•••-- -._ - — r m n Ii nl rll. riri�l TAT � trill —nips nint-..nrirri.. nm arilll -Ill1�.n --irrl(II Irmrl:`� tilt,, Irrn -rrr�lr,-�rrnnir- nlnl`-:. � _nirni ri�Yli'i-- '•tilt•., Tmr�.. r=- ./; ,rmm nnm AVIV MI nnl nim ins rn i ,1 1 i '1 I� 1 ll 1-1ri I�11,Inr 1NIIN1 IIIIIIII_iM,111 lniMif IIIINIr 1111H11 11111111 IlNull 1';,, IIn1ifliINNI ?t111 9,1,iIN 1'lFaviE:,<. _c=1)1111111 11111111 111111,1 11111111 Il,unl llNlll�'-I,INN[ 11111,,1 11111,11 �1NIN11 NNN NNN 111111 IIIIH 11111 NNN , 1 I 1 1 111 111 III 11 111 111 OHIO 1111111 IIINu im+.1 1111111 MNII INNN 1111111 INNII 1111111 INN 1111111 ,Nun ,MAI 1111111 A11111 INIIII ,NNN Iu1111 n� 1u1111 • AIN11 .:1::'i�, 1111111 1111111 11111E •.111111 1111111 11111 11011 1 H 1i......:.,..:: ,�, : '1. 11411 um, 111111 111111 null •••••,. / ' '11r 1 11111 111111 1111116 111111 1111n null 111111 IIHII lllnl 111111 111111 111111 111111 111111 null 111111 ,11111 ;11111 111111 ® ;111;1 a ;111;1 a ;;11;1 a ;;1;;1 a ;;1';1 a ;;:v' IJ Iii',i <. ,Ili u u W.�•..' ,11, .rill ,ej 11111 ,/, url;, : ili,' !..,;;. e 1 11 a 11111 a 1111, �” 11111 a 1111, e e ,rlu e ® .111, a ullr a 1111, ® .rlu a 1,111 a ull. a rill. a X111 a rill a 111, 1. 11 , , . .,,• ,,,., ,.. JOB COPY --- �. A&ACHANNEL FLOOR DRAiN 1. Single & Dual Suction Installation Instructions Note to the Plumber: With the A&A Channel Drain (a submerged fitting) it is necessary to run only one suction riser, per suction line, up through the floor of the pool. (Because the Channel Drain is an un-block able fitting, no other fitting is necessary.) This riser must be installed directly in the center of the pool, at its deepest point, and instead of installing a CAP on the top of the riser, for pressure testing, the Channel Drain must be installed. If a hydrostatic valve is required, see page 3 for plumbing details. The maximum flow rate of the Channel Drain, certified by the NSF, is 196 GPM (1.0ft/sec) for single suction & 227 GPM (1.1ft/sec) for dual suction drains. Maximum flow rate for each model is not to be exceeded! SEE SEPARATE INSTRUCTIONS IF THE CHANNEL DRAIN IS GOING TO BE INSTALLED AS A SIDEWALL SUCTION OUTLET. NEVER INSTALL THE CHANNEL DRAIN IN A SEAT OR A BACKREST AREA! 1. Since the Channel Drain is to be installed at the plumbing stage, it is important that it is installed directly in the middle of the deepest point of the pool and that it is set at the proper height since it will determine the pool depth. 2. In order to ensure that the Channel Drain is set at the proper height, a string must be run across the pool from the top of the bond beam forms and directly over the lowest point in the pool where the drain riser will he located. (See Figure 1) String From Bond Beam Form to Bond Beam Form 3. Plumb the main drain line to the 1 Bond Beam Fo - riser but don't glue the riser into // //�///, the 90° EL or the 90° EL onto the \\. \\j\\\j,� horizontal suction line until the 4______ Middle of Pool ✓ length of the riser has beendetermined. (See Figure 2) .\����•/�:��::���. Li.. The top rim of the Channel Drain 1 \\ \ \ \ must be set so that the distance Pool Depth j\\j\ � // // / from the string to the top edge is: Plus 3 Inches ch es N\// the Pool Depth + 3". Adding the \\�\\\\\ \ 3" to the pool depth compensates This end view is added only \�\ for the fact that the actual water as a reference to show that //�/%///\�/ j \/ line will be 3" below the top of the the level should also be \\ \ % applied across the ends as \\/\\\/�\\\\- bond beam form or middle of the well as along the length. \ \ \� 6" tile row. i Lev \/\/\/\, 5. It is recommended that the "' t `® \ \ \ \ Channel Drain be plumbed with a m MIIIIIINIIIIIIIIilk �j\\j`�\jA minimum 3" suction line. /� /\ g / / / // // /\ Certified flow rates are based on \//�//\/\ \, \/ e\ � \ \,\' //.��/\\/�\ /\\/\\/ 3" plumbing only. \ \ �\ \ \ \//\j// �//\j/, //\,j // /�, ^/ / j'/ ,\/ //�/ / 6. atewi I11ne be the usedsuction theline current '/\//\\///\/\//i\/,\i>r�. //\j;�\j//\\\j//\\\/�\\\///�\� .\\\/�/\\\///\\// thinstallation and select the method I of determining the Height of the Figure 1 Channel Drain (see Figure 3). 1 Revised 3.31.09 0 MAX-E-THERM® CL M PSOL A\1 SPA HEATR JOB COPY 4. STA-RITE` �1 F' lk. w Featured Highlights _ (I ; select- ca • Lightweight-Lightest heater in its class Q • Best-in-class-energy efficiency* tn • Compact Design-Ideal for retro-fit installations W • Easy to Switch-Change gas sources with installation of H separate orifice W • Environmentally Friendly-All units are low NOx I • Rustproof Housing Sleek,matte black enclosure is made of Dura-Glas'-an exclusive Sta-Rite material that handles the heat and weathers the elements • Lower Operating Costs-84%efficiency rating-rated 1st in its class for highest energy efficiency • Custom or Retrofit-Direct-connects to Max-E-Therm Pool and Sta-Rite System:3®Mod Media'Filter or easily fits Spa Heater other systems • Certified for outdoor and indoor installations • For Air Intake Kit order part number 475002 For indoor or outdoor installations on pools and spas. Features include an LCD temperature readout with dual thermostat controls,temperature safety lockout,and 6-position control panel. PMG burner technology requires no outdoor draft hood. Proven Dura-Glas Resin provides rust-proof construction. Heavy-duty (HD) unit with cupro-nickel exchanger stands up to the harshest of applications, like low pH, high flow or heavy use. Ordering Information Product Description BTU(000's) Carton Wt. MAX-E-THERM POOL/SPA HEATER SR200NA Max-E-Therm 200 BTU Natural Gas Heater 200 131 SR200LP Max-E-Therm 200 BTU Propane Gas Heater 200 131 SR200HD Max-E-Therm 200 BTU Heavy Duty Heater 200 131 460767 Max-E-Therm 250 BTU ASME Natural Gas Heater 250 151 460768 Max-E-Therm 250 BTU ASME Propane Gas Heater 250 151 SR333NA Max-E-Therm 333 BTU Natural Gas Heater 333 138 SR333LP Max-E-Therm 333 BTU Propane Gas Heater 333 138 SR333HD Max-E-Therm 333 BTU Heavy Duty Heater 333 138 SR400NA Max-E-Therm 400 BTU Natural Gas Heater 400 138 SR400LP Max-E-Therm 400 BTU Propane Gas Heater 400 138 SR400HD Max-E-Therm 400 BTU Heavy Duty Heater 400 138 460763 Max-E-Therm 400 BTU ASME NA Heater 400 149 460764 Max-E-Therm 400 BTU ASME LP Heater 400 149 Note:The Max-E-Therm Heater is certified for low NOx emissions. • Standard Copper Heat Exchanger 84%Efficient. Heavy Duty(HD)Cupro-Nickel Heat Exchanger 82%Efficient. 100 ADJACENT GARAGE WALL 1x6 TdG V -JOINT GATE W/ 4'-8" lxl%" (RIPPED 1x4} AZEK EDGE SURROUND W/ GRAVITY HINGES W/ 1.4 BACKING WHERE REQUIRED JADJACENT SCREEN WALL 11x4 BORDER FRAME 8 DIAGONAL AT BACK SIDE SHOWN DASHED 3 GATE ELEVATION A7 1l2" 1'-O" CONTRAC STORAGE HATCHED SLOPE MEET E -�' I OCl ti 09 PUBLIC WORKS {APPROVED { } DENIED { } NOT APPLICABLE TO DEPT APPROVED / , I PROJECT INFORMATION FLOOD ZONE: X NO LATREES REMOVED, APPLICABLE BLG CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-8" INDEX OF DRAWINGS Al SITE PLAN A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS AS ELEVATIONS A6 FOUNDATION PLAN A7 ROOF 6 SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN AS WALL SECTIONS A7O WALL SECTIONS All WALL SECTIONS Al2 IST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN 5-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5WALL 6 FOUNDATION SECTIONS S-6 WALL 6 FLOOR FRAMING SECTIONS 9-7 GARAGE WALL SECTIONS d DETAILS S-8 STEEL MOMENT FRAME 9-9MISCELLANEOUS ROOF FRAMING DETAILS 5-10 THREADED ROD SYSTEM S-11 DETAILS, SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. O SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: 5W SLOPED ROWLOCK CAP TO SHED WATER 11215 #3 CONT BRICK FLOOR W/ BRICK VENEER ON CONC/ 1' DOUBLE WYTHE BRICK W/ 640 #4 VERT 0 24" O.C. (FILL CMU FOUNDATON - SEE CAVITY W/ COURSE SAND 866 CONC GROUT( SEE FOUNDATION PLAN d' 720 #4 VERTICAL DOWEL W/ Be STD 90 BEND INTO FILL CAVITY W/ GROUT FOOTING 0 24' O.C. - f7112=w LAP 24" MIN u" 12"x27" CONC FOOTING W/ m 6,3105E a89' 9-#5 CONT 8 #4x1'-9" _ SLOPE FROM BLDG PERPENDICULAR • 24" O.C. O - SEE STRUCTURAL 6/S-5 - 20"x10" CONC FOOTING W/ 1QBRICK SCREEN WALL SECTION Al 1/2" . 1101' H. ADJACENT GARAGE WALL 1x6 TdG V -JOINT GATE W/ 4'-8" lxl%" (RIPPED 1x4} AZEK EDGE SURROUND W/ GRAVITY HINGES W/ 1.4 BACKING WHERE REQUIRED JADJACENT SCREEN WALL 11x4 BORDER FRAME 8 DIAGONAL AT BACK SIDE SHOWN DASHED 3 GATE ELEVATION A7 1l2" 1'-O" CONTRAC STORAGE HATCHED SLOPE MEET E -�' I OCl ti 09 PUBLIC WORKS {APPROVED { } DENIED { } NOT APPLICABLE TO DEPT APPROVED / , I PROJECT INFORMATION FLOOD ZONE: X NO LATREES REMOVED, APPLICABLE BLG CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-8" INDEX OF DRAWINGS Al SITE PLAN A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS AS ELEVATIONS A6 FOUNDATION PLAN A7 ROOF 6 SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN AS WALL SECTIONS A7O WALL SECTIONS All WALL SECTIONS Al2 IST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN 5-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5WALL 6 FOUNDATION SECTIONS S-6 WALL 6 FLOOR FRAMING SECTIONS 9-7 GARAGE WALL SECTIONS d DETAILS S-8 STEEL MOMENT FRAME 9-9MISCELLANEOUS ROOF FRAMING DETAILS 5-10 THREADED ROD SYSTEM S-11 DETAILS, SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. O SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: #5 TOP, CONTINUOUS 12,880 SF 4e BRICK FLOOR W/ BRICK VENEER ON CONC/ 107 SCREEN PORCH 640 SAILOR BRICK EDGE ON SLOPED 4' CONC - CMU FOUNDATON - SEE WEST GARAGES 866 WALKS SEE FOUNDATION PLAN STRUCTURAL 720 EQUIPMENT PADS Be 6 WALLS FILL CAVITY W/ GROUT POOL f7112=w DECK TOTAL MPERVIOU6 u" BRICK WALK 6,3105E a89' KET FENCE SLOPE FROM BLDG 20"x10" CONC FOOTING W/ 10" EXTENSIONTO SUPPORT H. STEP FORMING 2'-6"x10" FOOTING 1'-8" 10" �1 BRICK STEP SECTION A 1/2" . 1'-0" ADJACENT GARAGE WALL 1x6 TdG V -JOINT GATE W/ 4'-8" lxl%" (RIPPED 1x4} AZEK EDGE SURROUND W/ GRAVITY HINGES W/ 1.4 BACKING WHERE REQUIRED JADJACENT SCREEN WALL 11x4 BORDER FRAME 8 DIAGONAL AT BACK SIDE SHOWN DASHED 3 GATE ELEVATION A7 1l2" 1'-O" CONTRAC STORAGE HATCHED SLOPE MEET E -�' I OCl ti 09 PUBLIC WORKS {APPROVED { } DENIED { } NOT APPLICABLE TO DEPT APPROVED / , I PROJECT INFORMATION FLOOD ZONE: X NO LATREES REMOVED, APPLICABLE BLG CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-8" INDEX OF DRAWINGS Al SITE PLAN A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS AS ELEVATIONS A6 FOUNDATION PLAN A7 ROOF 6 SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN AS WALL SECTIONS A7O WALL SECTIONS All WALL SECTIONS Al2 IST FLR ELECTRICAL PLAN A13 2ND FLR ELECTRICAL PLAN 5-1 1ST LEVEL WALL FRAMING PLAN S-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE & DETAILS S-4 WALL & FOUNDATION SECTIONS S-5WALL 6 FOUNDATION SECTIONS S-6 WALL 6 FLOOR FRAMING SECTIONS 9-7 GARAGE WALL SECTIONS d DETAILS S-8 STEEL MOMENT FRAME 9-9MISCELLANEOUS ROOF FRAMING DETAILS 5-10 THREADED ROD SYSTEM S-11 DETAILS, SCHEDULES, & STRUCTURAL NOTES NOTES: 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. O SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: LOT 12,880 SF HOUSE 2424 SF FRONT PORCH 107 SCREEN PORCH 640 EAST GARAGES - 678 WEST GARAGES 866 WALKS 380 DRIVEWAY 720 EQUIPMENT PADS Be 6 WALLS POOL f7112=w DECK TOTAL MPERVIOU6 u" BLACK ALUMINUM 6,3105E a89' KET FENCE $� SITE PLAN I" = 10'-D" LOT 26 OF ATLANTIC BEACH ROICK RESIDENCE 533 ATLANTIC BEACH COURT COUNTRY CLUB, UNIT TWO A6 RECORDED IN PLAT BOOK 67, PAGES ATLANTIC BEACH, FLORIDA 132, 133, 134, 135, 136, & 137 OF THE 6 CURRENT PUOLIC REORDS OF DUVAL COUNTY, FLORIDA. Fisher & Simmons Architects, Inc. 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida ELEVATIONS SHOWN ARE N.A,V.D. g 904-247-1800 M C000138 (1988 :TH/1ADDED GATE AT GARBAGE/ 0 1710 awn JB8 �a JWTS 5/8/18 1 19 RECYCLING SCREEN WALL m -d i SITE PLAN A JOB COPY PERPENDICULAR 0 24" O.C. O SEE STRUCTURAL 8/S -S 2i_3u r1-'� BRICK SCREEN WALL SECTION A� 112" . 1'-0" 5Y4" SLOPED ROWLOCK CAP TO 12,880 Sr SHED WATER -+I"k !3 CONT 107 SAILOR BRICK EDGE i' DOUBLE WYTHE BRICK W/ ON SLOPED 4" CONC !4 VERT O 24" O.C. (FILL 866 CAVITY W/ COURSE SAND STRUCTURAL CONC GROUT( 720 FILL CAVITY W/ GROUT a !4 VERTICAL DOWEL W/ BRICK WALK STD 90 BEND INTO n112 -M FOOTING 0 24" O.C. - 50 LAP 24" MIN 12"x271' CONC FOOTING W/ 3-05 CONT 6 #4.11 -9 - m i PERPENDICULAR 0 24" O.C. O SEE STRUCTURAL 8/S -S 2i_3u r1-'� BRICK SCREEN WALL SECTION A� 112" . 1'-0" ADJACENT GARAGE WALL "x1x8 TBG V -JOINT GATE .16%11 (RIPPED 1.4) AZEK SURROUND W/ GRAVITY W/ 1x4 BACKING WHERE REQUIRED '%ix4 BORDER FRAME 8 DIAGONAL AT BACK SIDE SHOWN DASHED %5"� GATE ELEVATION A 1/2" . 410" CONTRACI STORAGE HATCHED SLOPE MEET E LOT 25 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134,' 135, 136, 8 137 OF THE CURRENT PUBLIC RGORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN ARE N.A.V.D. 11988) SITE PLAN iu = 10'_On PROJECT INFORMATION. FLOOD ZONE: X NOG%I5TIN0 TREES REMOVED, APPLICABLE CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-8° INDEX OF DRAWINGS Al SITE PLAN A2 IST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS AS ELEVATIONS AS FOUNDATION PLAN A7 ROOF 8 SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN AS WALL SECTIONS A10 WALL SECTIONS All WALL SECTIONS Al2 IST FLR ELECTRICAL PLAN A13 2ND PLR ELECTRICAL PLAN S-1 IST LEVEL WALL FRAMING PLAN 5-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE 8 DETAILS S-4 WALL 6 FOUNDATION SECTIONS S-5 WALL & FOUNDATION SECTIONS 9-6 WALL & FLOOR FRAMING SECTIONS S-7 GARAGE WALL SECTIONS 5 DETAILS S-8 STEEL MOMENT FRAME S-9 MISCELLANEOUS ROOF FRAMING DETAILS 5-10 THREADED ROD SYSTEM 9-11 DETAILS, SCHEDULES, 8 STRUCTURAL NOTES NOTES 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. 0 SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: TOP, CONTINUOUS 12,880 Sr ��4"/05 BRICK FLOOR 1V/V-01' FRONT PORCH 107 SAILOR BRICK EDGE BRICK VENEER ON CONC/ CAST GARAGES ON SLOPED 4" CONC CMU FOUNDATON - SEE 866 SEG FOUNDATION PLP STRUCTURAL DRIVEWAY 720 FILL CAVITY W/ GROUT � - BRICK WALK wol n112 -M SLOPE FROM BLDG 50 T ALUP- BLACK ALUMINUM °A9° 20"x10" CONC FOOTING W/ • 10" EXTENSION TO SUPPORT ~ STEP FORMING 2'-6"x10" FOOTING 1'-8" 10" �1 BRICK STEP SEC "ION A 1 v2" . 1'-D" I - ADJACENT GARAGE WALL "x1x8 TBG V -JOINT GATE .16%11 (RIPPED 1.4) AZEK SURROUND W/ GRAVITY W/ 1x4 BACKING WHERE REQUIRED '%ix4 BORDER FRAME 8 DIAGONAL AT BACK SIDE SHOWN DASHED %5"� GATE ELEVATION A 1/2" . 410" CONTRACI STORAGE HATCHED SLOPE MEET E LOT 25 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134,' 135, 136, 8 137 OF THE CURRENT PUBLIC RGORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN ARE N.A.V.D. 11988) SITE PLAN iu = 10'_On PROJECT INFORMATION. FLOOD ZONE: X NOG%I5TIN0 TREES REMOVED, APPLICABLE CODES: 2017 FLORIDA BUILDING CODE RESIDENTIAL BUILDING HEIGHT: 27'-8° INDEX OF DRAWINGS Al SITE PLAN A2 IST FLOOR PLAN A3 2ND FLOOR PLAN A4 ELEVATIONS AS ELEVATIONS AS FOUNDATION PLAN A7 ROOF 8 SECOND FLOOR FRAMING PLAN A8 SECOND FLOOR ROOF FRAMING PLAN AS WALL SECTIONS A10 WALL SECTIONS All WALL SECTIONS Al2 IST FLR ELECTRICAL PLAN A13 2ND PLR ELECTRICAL PLAN S-1 IST LEVEL WALL FRAMING PLAN 5-2 2ND LEVEL WALL FRAMING PLAN S-3 SHEARWALL SCHEDULE 8 DETAILS S-4 WALL 6 FOUNDATION SECTIONS S-5 WALL & FOUNDATION SECTIONS 9-6 WALL & FLOOR FRAMING SECTIONS S-7 GARAGE WALL SECTIONS 5 DETAILS S-8 STEEL MOMENT FRAME S-9 MISCELLANEOUS ROOF FRAMING DETAILS 5-10 THREADED ROD SYSTEM 9-11 DETAILS, SCHEDULES, 8 STRUCTURAL NOTES NOTES 1. THERE ARE NO EXISTING TREES ON THE SITE. 2. THE EXISTING LOT IS BASICALLY FLAT. THE FINISH GRADES SLOPE GRADUALLY TO THE STREET IN THE FRONT YARD AND TO THE EXISTING GOLF COURSE TO THE REAR. 0 SWALES ALONG THE SIDES DRAIN TO THE FRONT AND THE REAR. AREAS: LOT 12,880 Sr HOUSE 2424 SF FRONT PORCH 107 SCREEN PORCH 640 CAST GARAGES 678 WEST GARAGES 866 WALKS 380 DRIVEWAY 720 EQUIPMENT PADS 59 & WALLS wol n112 -M DECK 50 T ALUP- BLACK ALUMINUM °A9° KET PENCE ROICK RESIDENCE 533 ATLANTIC BEACH COURT ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 4110 Ponte Vedra Blvd. Jacksonville Beach, Florida 904-247-1800 AA C000138 1DDED GATE AT GARBAGE/ PPPP„ 1710 y,,,, JBS y,i," JWTS 5/9/18 1 13 RECYCLING SCREEN WALL SITE PLAN Al rn 3 t` N N O rn 0 N m ,_ W LD V) LU V U m LL r 0 N r) W 2 H- U In LL r` O w U 0 0 a� m U) T Q E 0 s W V) Lu V 0 1 2 NOTE TO REVIEWER: DETAILED TDH CALCULATIONS ARE COMPLIES WITH 2017 FBC REQUIRED TO DETERMINE ANSI 7 COMPLIANCE 6TH ED, ALL VOLUMES PIPE SIZE CRITERIA (FPS) MIN. 18" STRAIGHT (HORIZ. OR VERT.) SKIMMER SUCTION MIN SIZE Pressure Suction Branch FOR FUTURE SOLAR PRIOR TO HEATER "ANSI 15 f LOW' @ 6 FPS MIN. FILTER SIZE @ RECIRCULATION RETURNS MIN SIZE SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANSI 5 8 8 - "ANSI 15 FLOW' "ANSI 15 FLOW' @ 8 FPS (4) PIPE DIA. MIN. STRAIGHT PIPE SIZED BY "ANSI 15 FLOW' @ 6 FPS �., // \\ REoIRc Rte, ANSI 15 8 6 - PUMP SIZED BY ANSI 15 SELECTED FROM APSP LISTING AT "ANSI 15 FILTRATION FLOW' (AT LOW SPEED) • "ANSI 7 FLOW": DETERMINED BY 4 OF 3 `r METHODS (E.G. MAX FLOW) • "ANSI 15 FILTRATION FLOW": 6 HR'. TURNOVER, MIN 36 GPM • "ANSI 15 AUXILIARY FLOW": GREATER OF SPA JET OR OTHER FEATURE FLOW • "ANSI 5 FLOW": 12 HR TURNOVER OR OTHER "ESTIMATED/ DESIGN" FLOW PIPE FLOW AT GIVEN VELOCITY (GPM) PIPE 6 FPS 8 FPS _ 1" 16 22 1-1/2" 38 51 O 2" 63 84 C 2-1/2" 90 119 3" 138 184 • All piping shall be NSF -PW approved & meet the requirements 4" 238 317 • Electrical equipment, wiring, & installation shall conform to the 6" 540 720 • Bonding of pool steel & light to footing steel shall be continued COMPLIANCE PRESSUMED WHEN OFFSET= WATER DEPTH "ANGLE OF REPOSE" OR SEE CONTRACTOR P %6 NS — DIRECTIONAL WALL RETUR MIN (1) PER Y W DRAIN BRANCH qN 8 FPS "ANSI 5IN. FLOIW' \ x SI $@ 6 FPS qNg Flo OPTIONAL VACUU111F FITTING MUST HAVE $ Flog $ F SPRING LOADED COVER n Ps \ � _RR SURFACE SKIMMER • (1) MIN PER 800 SF • SUCTION MIN SIZE "ANSI 15 FLOW' @ 6 FPS • MAY BE OMITTED IF "NEGATIVE EDGE" OR OTHER WEIR USED #8 AWG SOLID COPPER BOND WIRE AROUND POOL / SPA 4"-6" BELOW SUBGRADE 18"-24" FROM SHELL & BONDEDATI(4) POINTS MIN TO POOL PER "ALTERNVE MEANS" 680.26(B)(2)(b) NEC 011 i> J SEE ANSI 5 FOR STEP REQUIREMENTS / SPA WEIR / NOTE: CONT. (3) #3 STEEL OF SPA BEAM VERTICALLY DOWN & UNDER THE ELEVATION OF THE SPA WEIR IF NO WEIR OVERFLOW TO POOL, A SKIMMER MUST BE USED IN SPA \� SUCTION OUTLETS "ANSI 7 FLOW' DRAIN BRANCH PIPING MIN. SIZE "ANSI 15 FLOW' @ 6 FPS PROXIMITY TO STRUCTURE FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 2017 FBC 6TH ED, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: COMPLAIN PRESSUMI WHEN OFFSET- WATER FFSET=WATER DE SHOOT TO UNDISTURBED EARTH WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GRATER THAN THE WATE DEPTH, THERE IS NO SHORING OR FOUNDATION SUPPORT INITIALLY REQUIRED, WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTE THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM STRUCTURE LOADS. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT T� ENGINEER FOR A MITIGATION SPECIFICATION. ' TY P I CA'L RESIDENTIAL POOL / SPA REVIEWED FOR CODE COMPLIANCE SCHEMATIC PLAN & N O_ T E S CITY OF ATLANTIC BEACH C SCALE: N.T.S. 1 REVIEWED BY:__ZZ2�,_ DATE: `I`1 NOTES: • This plan is schematic & piping shall be connected to provide a functioning system. - • Pool piping shall hold a static water or air pressure not less _ than 35 psi for 15 minutes, per R4501.12.1 F -I Ln • Pools shall have pumps selected to provide minimum 12 hr. turnover & maximum 6 hour turnover. C7 • Determine pipe sizing from attached work sheets. O • Spa piping determined from attached work sheets. 17,11� • The dual main drains shall have a minimum separation of 3 ft, C unless one is located on the vertical wall or a single M unblockable drain is used. Z • All suction covers shall meet ANSI/ASME Al 12.19.8-2007 --1 • All piping shall be NSF -PW approved & meet the requirements < of Florida Building Code 6TH Ed, 2017. • Electrical equipment, wiring, & installation shall conform to the H National Electrical Code 2014 Edition. FH • Bonding of pool steel & light to footing steel shall be continued to & include all pumps & heaters. C) • Temporary fencing shall be installed & maintained until Z permanent child safety features are installed. r— < • There shall be a passing electrical & child safety final inspection prior to filling the pool or spa with water. N • Pool shall meet the applicable criteria in ANSI/APSP 3,4,5,6, 7 3-1O & 15 standards. • Regardless of the criteria here, the project shall comply with all Z Z sections of the FBC 6th Edition - Residential, Building, Mechanical, Plumbing & Gas Codes, as applicable = respectively & amended. SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 70 & 15 AND FBC COMPLIANCE O INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE 177 t U1 oin CELS BY.10HI GARNER, INC Z KINES ENGINEERING AND MANAGEMENT SERV/CES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 9)2018 Kimes Engineering & Management Services, Inc. This drawing is the property of Kimes Engineenng & Managernk, 5 rvices, Inc. & is not to be reproduced or copied in whole or in part. It is only for the project & pitcf1cally identified herein & is not to be used on any other project. It is to be ret du on request. 02-27-19 I LIMITS ON STRUCTURE DATE: I REVISIONS: DWG. BY: MCM i PRINTED CHKD. BY: JKK I SCALE: AS WA DATE: 27 -Feb -19 TYPICAL PLA14*4, Q 1°4 BC SECTIONS FOR ''°�_1�►����1<$4�0�`` ,� RESIDENTIAL J POO L/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B) N N C) rn 0 N W L3 7) W V U m LL r` 0 N W _ f— U m LL r` 0 N in U 0 r) N cu U) a c CU 0- E 0 U ry U) U) W C 0 1 TRUNK SUCTION PIPE SIZE MIN AT 6 FPS ANSI 15 FLOW SUCTION OUTLETS W/ ANSI/ASME Al 12.19.8-2007 ANTI -ENTRAPMENT COVER, (2) REQD OR (1) UNBLOCKABLE DRAIN SUM' PER ASME Al 12.19.8.2007 OR COVER MFR. SPECS ANSI 15 BRANCH PIPE SIZE MIN AT 6 FPS AT FLOW BY: • NIAX 6 HOUR TURNOVER MAIN DRAINS MAY BE OR OMIT"i ED ENTIRELY SCALE: N.T.S 2 MIN 12" MAY VARY BENCH OR OTHER METHOD REQUIRED WHEN WATER DEPTH EXCEEDS 5 FT MIN. 6" CO CRETE- I SHELL & STEEL/ �"i Lu ACCORDING TO �� �. >< � LO STANDARD�j/ <'' 5 THIS DETAIL COMPLIES SPECIFICATIONS I`• WITH BOTH 6TH EDITION LU !� L W'Q _ (2017) FLORIDA BUILDING SHOOT TO 3 ~ CODE CHAPTER 454.2.1.18 UNDISTURBED ��� Q'0 EARTH \ J_ J &ANSI / APSP /ICC -5 2011 0 z & CONTAINS ALL REQUIREMENTS STA EDD O IN THOSE CODES. 0 PLACE FOOTING STRUCTURE a� a ON UNDISTURBED EARTH 0 MEETING 2,000 PSF OR COMPACTED FILL MEETING 95% MODIFIED PROCTOR �/ &L - -- 4" DECK W/ NON -SLIP FINISH SLOPED AWAY FROM POOL 2%-4% (TYP) (3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - TYPICAL RESIDENTIAL BENCH SECTION SCALE: N.T.S. EXTERNAL BONDING LUG FROM "LISTED" J -BOX WHEN PROVIDED. BONDED WITHIN J -BOX. #8 AWG COPPER TO \ POOL BONDING \, SYSTEM OR DIRECTLY TO BOND WIRE 8" 3" L VERT. W/ (2) #3 BARS POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, CONT. @ TOP DEEP q� SCALE: N.T.S. #3 BARS @ W/ SPRING LOADED COVER 12"O.C. HORIZ., ° 6„ - TYP. U.N.O. _ LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED / , 3/8" SMOOTH SLIP RESISTANT POOL BEAM (8"x12" OPTION) SCALE: N.T.S 2 MIN 12" MAY VARY BENCH OR OTHER METHOD REQUIRED WHEN WATER DEPTH EXCEEDS 5 FT MIN. 6" CO CRETE- I SHELL & STEEL/ �"i Lu ACCORDING TO �� �. >< � LO STANDARD�j/ <'' 5 THIS DETAIL COMPLIES SPECIFICATIONS I`• WITH BOTH 6TH EDITION LU !� L W'Q _ (2017) FLORIDA BUILDING SHOOT TO 3 ~ CODE CHAPTER 454.2.1.18 UNDISTURBED ��� Q'0 EARTH \ J_ J &ANSI / APSP /ICC -5 2011 0 z & CONTAINS ALL REQUIREMENTS STA EDD O IN THOSE CODES. 0 PLACE FOOTING STRUCTURE a� a ON UNDISTURBED EARTH 0 MEETING 2,000 PSF OR COMPACTED FILL MEETING 95% MODIFIED PROCTOR �/ &L - -- 4" DECK W/ NON -SLIP FINISH SLOPED AWAY FROM POOL 2%-4% (TYP) (3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - TYPICAL RESIDENTIAL BENCH SECTION SCALE: N.T.S. EXTERNAL BONDING LUG FROM "LISTED" J -BOX WHEN PROVIDED. BONDED WITHIN J -BOX. #8 AWG COPPER TO \ POOL BONDING \, SYSTEM OR DIRECTLY TO BOND WIRE C n GENERAL NOTES: a. D = INSIDE DIA. OF PIPEd b. ALL DIMENSIONS SHOWN ARE MINIMUMS. c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. NOTES: _ CRUSH • FIELD BUILD SUMPS MEETING THESE CRITERIA R=QD WHEN SHELL OR BOND CONNECTION (TYP.) JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J -BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING l #8 AWG BON � INSTALL #8 AWG WIRE WIRE FROM POO EQUIPOTENTIAL BONDING TO FTG LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 680.26(B)(2)(b) 3/4" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J -BOX WHEN REQD BY BLDG. OFFICIAL �- POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUMP J NOTE: _ CONTRACTOR SHALL VERIFY FOR MFR POTS NOT USED GRAVEL FO SUMP PER ASME All 12.19.82007 W/ EA. PROJECT OVERHEAD POWER • MAY OMIT IF LISTED COVER DOCUMENTATION STATES DEWATERING VGB COMPLIANT DRAIN COVER. LINE CLEARANCE & OTHER CLEARANCE TO SUCTION PIPE READ HYDROSTATIC RELIEF DEVICE UNDERGROUND WIRE DISTANCE HYDROSTATIC RELIEF MAY BE A -WHEN REQUIRED- PER NEC 680.8 & 680.10 "DEADLINE" OR PLUG IN SLOTTED PIPE IN BOTTOM OF SUMP SUMP SECTION,' PER ASME A1 12.19.8,-2007 SCALE: N.T.S. 1 6"GLAZE D TILE 12� NOTE: THIS IS ONLY GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED POOL POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, OPTIONAL VACUUM LINE & FITTING DEEP END SECTION SCALE: N.T.S. W/ SPRING LOADED COVER UNDERWATER LIGHT 18" MIN. BLW. NORMAL WATER LEVEL (TYP) - aI NOTE: NEW NICHELESS, POOL LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED / , 3/8" SMOOTH SLIP RESISTANT " FINISH TO COVER WALLS, FLOOR, STEPS & SUMP a C n GENERAL NOTES: a. D = INSIDE DIA. OF PIPEd b. ALL DIMENSIONS SHOWN ARE MINIMUMS. c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS. NOTES: _ CRUSH • FIELD BUILD SUMPS MEETING THESE CRITERIA R=QD WHEN SHELL OR BOND CONNECTION (TYP.) JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J -BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING l #8 AWG BON � INSTALL #8 AWG WIRE WIRE FROM POO EQUIPOTENTIAL BONDING TO FTG LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 680.26(B)(2)(b) 3/4" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J -BOX WHEN REQD BY BLDG. OFFICIAL �- POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUMP J NOTE: _ CONTRACTOR SHALL VERIFY FOR MFR POTS NOT USED GRAVEL FO SUMP PER ASME All 12.19.82007 W/ EA. PROJECT OVERHEAD POWER • MAY OMIT IF LISTED COVER DOCUMENTATION STATES DEWATERING VGB COMPLIANT DRAIN COVER. LINE CLEARANCE & OTHER CLEARANCE TO SUCTION PIPE READ HYDROSTATIC RELIEF DEVICE UNDERGROUND WIRE DISTANCE HYDROSTATIC RELIEF MAY BE A -WHEN REQUIRED- PER NEC 680.8 & 680.10 "DEADLINE" OR PLUG IN SLOTTED PIPE IN BOTTOM OF SUMP SUMP SECTION,' PER ASME A1 12.19.8,-2007 SCALE: N.T.S. 1 2 nil NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES • Use minimum ASTM A815 Grade 40 Steel • Lap #3 bars minimum 15" • Lap #5 bars minimum 25" •6" Shell thickness and 2-1/2" concrete coverage are minimums • Use 4,000 psi concrete • Contractor / Owner required to: •• Contact Engineer if pool not placed on undisturbed and de -watered earth that can meet 2,000 psf bearing capacity. •• When buried debris is encountered or questionable conditions are indicated at the work site prior / during construction, a subsurface consultant shall conduct boring(s) in the area of the pool to confirm soil bearing capacity, clear of buried debris, & verifying ground water level oo All modified soils & earth fill under perspective pool area shall meet a soil density and compaction minimum of 95% modified proctor without settlement. INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE ..................................................................................................................... . I�'CL� ICY ,10H1 GARNER, INC .. K/MES ENG/NEER/NG AND MANAGEMENT SERV/CES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 9)2019 Kimes Engineering & Management Services, Inc. This drawing is the property of Kimes Engineering & Management Service In & s not to be reproduced or copied in whole or in part. It is only for the project & site specific Ily ���r#t herein & is not to be used on any other project. It is to be returned upon "llifff/ii. )2-27-19 LIMITS ON STRUCTURE A DATE REVISIONS: DWG. BY: MCM PRINTED:27-Fe1r-19 6 t/ KV CHKD. BY: JKK ,SCALE: AS NOTfD DATE: 27 -Feb -19, ,.L , TYPICAL PLAN & SECTIONS FOR S2 RESIDENTIAL ! I POOL/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B) I --I Cn O C M D r H a Z r N O Z A C7 a M H 14)M 4 M_ NOTE: THIS IS ONLY GOOD FOR MAX 6 FT DEEP SOIL SUPPORTED POOL POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, LOAD SURCHARGE STRUCTURES, OR APPURTENANT STRUCTURES DEEP END SECTION SCALE: N.T.S. 2 nil NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES • Use minimum ASTM A815 Grade 40 Steel • Lap #3 bars minimum 15" • Lap #5 bars minimum 25" •6" Shell thickness and 2-1/2" concrete coverage are minimums • Use 4,000 psi concrete • Contractor / Owner required to: •• Contact Engineer if pool not placed on undisturbed and de -watered earth that can meet 2,000 psf bearing capacity. •• When buried debris is encountered or questionable conditions are indicated at the work site prior / during construction, a subsurface consultant shall conduct boring(s) in the area of the pool to confirm soil bearing capacity, clear of buried debris, & verifying ground water level oo All modified soils & earth fill under perspective pool area shall meet a soil density and compaction minimum of 95% modified proctor without settlement. INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE ..................................................................................................................... . I�'CL� ICY ,10H1 GARNER, INC .. K/MES ENG/NEER/NG AND MANAGEMENT SERV/CES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 9)2019 Kimes Engineering & Management Services, Inc. This drawing is the property of Kimes Engineering & Management Service In & s not to be reproduced or copied in whole or in part. It is only for the project & site specific Ily ���r#t herein & is not to be used on any other project. It is to be returned upon "llifff/ii. )2-27-19 LIMITS ON STRUCTURE A DATE REVISIONS: DWG. BY: MCM PRINTED:27-Fe1r-19 6 t/ KV CHKD. BY: JKK ,SCALE: AS NOTfD DATE: 27 -Feb -19, ,.L , TYPICAL PLAN & SECTIONS FOR S2 RESIDENTIAL ! I POOL/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B) I --I Cn O C M D r H a Z r N O Z A C7 a M H 14)M 4 M_