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1769 Atlantic Beach Dr POOL20-0016OWNER:ADDRESS:CITY:STATE:ZIP: ADCOCK BRIAN J 14560 ISLAND DR JACKSONVILLE FL 32250 COMPANY:ADDRESS:CITY:STATE:ZIP: ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169505 1475 ATLANTIC BEACH COUNTRY CLUB UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1769 ATLANTIC BEACH DR SWIMMING POOL SWIMMING POOL RESIDENTIAL inground swimming pool $54700.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 7/22/2020 PERMIT NUMBER POOL20-0016 ISSUED: 7/22/2020 EXPIRES: 1/18/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $300.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $150.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.75 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.50 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $661.25 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL Notes: Strongly suggest thorough documentation of impervious areas be recorded. 2 of 2Issued Date: 7/22/2020 PERMIT NUMBER POOL20-0016 ISSUED: 7/22/2020 EXPIRES: 1/18/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $661.25 POOL20-0016 Address: 1769 ATLANTIC BEACH DR APN: 169505 1475 $661.25 BUILDING $300.00 BUILDING PERMIT 455-0000-322-1000 0 $300.00 BUILDING PLAN REVIEW $150.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $150.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $11.25 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.75 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.50 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R12385 $661.25 Printed: Wednesday, July 22, 2020 8:39 AM Date Paid: Wednesday, July 22, 2020 Paid By: ISLAND POOLS,LLC Pay Method: CREDIT CARD 347110744 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12385 • • Building Permit Application Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQU IRED . .;.l''-'-t-''''''''-'---Hea t ed/Cooled SF _____ Non· He ated/Cooled _____ _ OPool O Window/Door • If an existing structure, is a fire sprinkler system installed?: DYes DNa ubmit se ara t e Tree R m val Permit ~o • Will tree 5 be removed in association with r d ro'ect? D Yes mu Describe i n d et ail the type of work to be performed: ~V\ VOu.JAtt ~~W1 ; 00 1 Florida Product Approval # ___________________ for multiple products use product approval form Name *'"""""'~""';l1'-"-"":----__::_-=_:_-Address )"1[14 ~ c ~\/l J2c:,. City l+~~~6-~::i""~::_-_:_--State Fb-Zip ;:P.2;:z? Phone {C£OAi'5%f.?>-[2.\ E-Mail v:;~~=~~¥A.J.I:;lJ'9l'l4---__:_-___:_-_::-_:_-::-------------------rney or Agency Letter Required) ____________________ _ .~~~HfZ'<\.;-!:!:S.-L-----Qualifying Agent ~4 t::!.QJ =~6vtf4H~"fl~~,,-----___:___::_-. City ~c ~tate'""'fC1 Zip '22-23':7 Job Site Contact Number -,-______________ _ State Certific;atti.io~n~/~R~eg~i;'st~ra~tfcio~n;J#i1~:b~a~~C=-E-Mail:t.v@I.d...-I!.:.4vxt==...+ollW.J.Ll ... Cz2.!!.!(X1J.<!.-.g4--___________ _ Architect Name & Phone # __________________ r ____ ----:;J,,-___________ _ Engineer's Name & Phone # 7 Workers Compensation Insurer OR Exempt <I Expiration Date _.J'J'-i/Llo<.-2~"-1.I ___ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work ~r installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manageme nt 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 OWN ER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT I N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY . IF YOU INTEND T O 0 TA I N FINANCING, CONS U LT WITH YOUR LENDER OR AN ATIORNEY BEFORE EC RD NG YOUR N OT ICE OF COMMENCEMENT. (Signature of Owner or Agent) ~~o'i Contractor) Si~d and sworn to (or affirmed) ill?. i ,M '?Q . by~ ""'f--""'-r7-="I;-"':;~---:--;-- S' ature of Nota ... -;.~:;A~~':(,. KAY KEEL S~nj'H /~~~A~~~!~,. KAY KEel SMITH ~ ~./' ~ ':"'~~ C(jmMi:';SjO~lI GG 129';104 II f~/" t!s" ':':.~ Commi ssion # GG 129904 ,.&J-Personally Known OR ~~{~~~y E ;(~jres Novemjer 30. Z021 sona y Known OR ~~;.@.;~y Expires Novemb er 30. 20 21 [ ) Produced Identification ···1.i:l~:f,~';".···· Bond~ ihru Tr.lY Fai,; In$ular.ca 8~.385-7019 I Produced Identification ··~flf,:,~?·· Bol\ded Thru Troy Fa in Insurance 800-385-7019 Type of Identification: _----'~~~====~=~;;.;,;;,,;;,;.;.;;.;Jype of Identification: -----I------....;~....;;;;;;;;;,:::::.::.t TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach , FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS 1769 Atlant ic Bea ch Dr Atlant ic Beach , FL 32233 FOR INTERNAL OFFICE USE ONL Y PERMIT# SUBD IVISI ON 06884 At lan tic Beach Country Club Unit 2 BLOCK LOT 36 --------------- RE # 1695 0 5-1475 ~ RESIDENTIAL o COMMERCIAL o OTHER APPLICANT INFORMATION NAME Brian Adcock PHONE # ___________ _ ADDRESS 17 69 Atlant ic Beach Dr CELL # (904)334-5421 CITY Atlantic Beach STATE c.:FL=--__ ZIP CODE :.:32::2:.:3.:.3 _______ _ EMAIL rd @islandpools.org ~ OWNER o 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 Ord inances 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 regulate d trees and no regulated vegetation wil l be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT : Signature of Property Owner(s) or Authorized Ag ent Brian Adcock OF APPLICANT PR INT OR TYPE NAME SIGNATURE OF APPLICANT (2 ) PRINT OR TYPE NAME Signed and sworn before me on th is ~ D da y of-L['I\.(.J---==:l.....£i ____ --'7d'0 by 1S,-,,-(j .\C ()( k Identificatio n verified : _____________________ _ Oath sworn~s 0 No DATE DATE State of 2 L County of QUI'",) .A~W '"'''' KAY KEEL SMITH 04 TREE AND VEGETA T/ON AFFIDAVIT 03 .0 1.20 18 {.r 4, .. ~:~ Comm iss ion # GG 129904 My Commission expires ti.{:;~~!.~ .. ;:::.:/~?!E:Xp:;ire:S::No:ve:;:m;:-b~~r 3:0:::, 2:02:!' !!::!::'~9 Cover page The Adcock residence 1769 Atlantic Beach Dr Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 Impervious calculations (Refer to topo survey) Site survey Site plan Drain and entrapment prevention Pool steel drawings Equipment cut sheets Deed NOC to be filed and sent in Alarm specifications Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 ""ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _______ ~ o Revision to Issued Permit OR D Co rrection s to Comments Project Address: \i -; Ceq ,rrtio.-Jhc , 0eft Cb rD c Contractor/Contact Name : -U (fM../d-PurJ(S ¥ D Contact Phone : 33<j s:-t';),. f Email: [Jet? is {o .<,dp",/,s. 0 {" j Description of Proposed Revision / Corrections : C / (I == I . ( ((Jr' .• p , /r ".~' l-LJ<0p f\M"",.J--l 0 C& pC1-&! /'VJle--cL kv1 t h £.d TO r' v ~ ~::1 :t:(V per I./i.rv j ir IA J= (9. .s=~Q pe r S t./r V!,y cJ f Cd S-NoM ,I AJ 172PO Wf0 fR ['f.Me cu'tvfj f?;£11 b'-'J p c....v'Ir; Ci tYJ. acId. ,'') f0 11 () 7c) l'K.. F 'RQ G l '""1.,,1 affirm the re v ision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? DNo 0 Yes (additional s.f. to be added: ) , .~ill proposed revision/corrections add additional increase in building value to original submittal? UNo E1·Yes (additional Increase In bUilding value: $ ) (Coo,cactormustsigo illncreaseinvaluatioo) ·Signature of Contractor/Age : -,/=.=;:;;f:===:;l===------------ (Office Use Only) o Approved o Denied o Not Applicable to Department Permit Fee Due $ _____ _ Revision/Plan Re vi ew Comments, ____________________________ _ Department Review Required: Build ing Planning & Zoning Tree Administrator Publi c Works Public Util ities Public Safety Fire Services Rev i ewed By Date Updoted 10/17/18 Access this side Barriers per FBC2017 water alarms and fencing 6therapy jets and horseshoe bench please and water lines Pool beam is 8"-9" elevation is even with existing patio decking will be 23/8" paver declking and will cover existing 7ft raised spa 12" 6 therapy jets with 10" beam 2hp blower and 399K BTU gas heater 120K BTU heat pump IC40 with easy touch LED pool and spa 120v lights. VErify pool equipment location before setting All iights are Pentair Microbrite 52' mark air 7 rr .... N. ~I-f+. ~ ;.., 3.5ft ...... Liqht ,...., '! 7' 4'1 6' ~ lJ.!. n 16' 4" II I(]nt l' ~ r 52' n • II I , 8 , \ , , , , , , , ~ ---.... ---- !-. 21' 11' - ;.., 5ft I~ ,...., 26' I I I(]nt JF;' \ I 'Cf l' """u--,...., l' • II I , \ , , .. _- - ..,,1 8" L RD GRAY 334-5421 COME HOME TO PARADISE. Owner: Brian Adcock State: --- Address: 1769 Atlantic Beach Dr Zip: ___ _ City: Atlantic Beach FL 32233 Phone: 607-6279 Phone: _____________ _ POOL SPECS SIZE: llx26 SQFT: ~3 0~Os~ft ______ _ DEPTH: 3 .5-6 PERIMETER: ~90~lft~ ____ _ EST TOTAL GALLON S: SKIMMER S: .=..1 ______ _ RETURN S: 3 INTERIOR MATERIAL: ____ _ SPECIAL: TILE: _________ _ NOTES: ___________________ _ SPA SPECS SIZE: SQFT: _________ _ DEPTH: PERIMETER: _______ _ EST TOTAL GALLON S: SPILLWAY: _______ _ RAISED HEIGHT: SKIMMER S: _______ _ RETURN S: TILE: _________ _ INTERIOR MATERIAL: ________________ __ SPECIAL: ___________________ _ NOTES: ___________________ _ PLUMBING RETURN S: 3 SKIMMER S: .=..1 ______ _ POOL MAIN DRAIN S: 2 SPA MAIN DRAIN S: ____ _ CLEANING SYSTEM: suction HEADS: _______ _ VAC LINES: ROBOT VAC: ______ _ WATER FEATURE S: _____ _ SPA SPILLWAY: _____ _ LIGHTS IN POOL: _____ _ LIGHTS IN SPA: _____ _ TOTAL PIPE: __________________ _ SPECIAL: __________________ _ NOTES: ___________________ _ DECK DECK TYPE: Brick pavers ELEVATION: ______ _ TOTAL DECK SQFT: ~50~O ~sft,--__ _ PERIMETER: _______ _ RAISED BEAM: _______ _ LIP STYLE: ______ _ MATERIAL 1: ______ _ MATERIAL 2: ______ _ SPECIAL: __________________ _ NOTES: ___________________ _ EQUIPMENT POOL PUMP: Intelliflo VS3050 2ND PUMP: ______ _ FILTRATION: -,,!:Ca~rtr~id~ge,--___ _ FILTER SIZE: ~RP~1~50:.....-___ _ HEATER: _______ _ INLINE: ________ _ TIMER: Ea sy Touch 4 Function GA S: _________ _ SPECIAL: !!::ICc...::!4~O ________________ _ 50 FLOW THRU SPA NO SKIMMER SKIMMER TYPICAL GR. FOR # 3 REBAR, 2' OUT WITH #8CUTOPUMP r-------------~--~-------------L~------------L-------_, O~ONALDECKWI I~" PITCH IN 10' OPTIONAL 12V LIGHT WfTRANS. Yo" BRASS OR PVC (SEE NOTES) SWI M-OU T OR LADDER REQUIRED (GRI#8 CU) WHERE DEPTH OVER 5' DEEP (SEE NOTES) NO LIMITATIONS TO SHAPE EXCEPT FOR 'DIVING ENTRY REQUIRED (SEE NOTES) RAIL OPTIONAL GENERAL POOL PLAN WATER LINE EXCEPTION : ROPE AND FLOATS INSTALLED IF LESS THAN 4'-6" SB2836, 6-20-07 N.T.S_ 2'-9" Min , EXCEPT FOR SLOPING ENTRIES . 4'-0" Max. 7 Max. 9 ... SEE NSPI 5 RE: HANDHOLDS 8"Max. Radius 8' Min. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. 11.00 M.ax. FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN 'UNDERGROUND BONDING CONDUCTOR MADE OF #8 A WG. BARE SOLID COPPER WIRE BURIED TO A MINlMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSmLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR 4" DECK 2,500 psi (Min .) CONC. WIFIBERMESH DECK FINISH PER CONTRACT (NON-SLIP) 8"· I _ POOL FINISH ~ • PER CONTRACT ~ 8" X 8" FOOTING W 1(2) #3 BARS OR(1)#5 BAR BEAM & "7" BAR OPTIONAL 6t1-.f.H 6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN .) CONC. #3 BARS ON ~ 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS IS" MIN . OVERLAP. 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A16. ASTM A30-5 Structural subject to suitable soil conditions. FINISH ~" MARCITEOR EXPOSED AGGREGATE POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. RAIL UPTIUNAL-- STEPS U .... I IUNAL- CIRCULA LINE > LIGHTING & BONDING SAME AS POOL >NO LIMITATIONS ON SHAPE FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSmLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUlLDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSII ASME A 112.19.8.2009 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAYBE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRA TES MAY BE USED IF APPROVED AT A MAXIMUM OF I X FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. GENERAL SPA PLAN N.T.S. THE FOLLOWlNG SHALL BE LABELED vnTH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. Determine System Flow Rate: ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 6TH EDITION-RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sf) Pool Volume: ~ sq . ft x_4 __ ave depth x 7.481 gallcf = 15,000 Turnover Time in Hours: ~ hours x 60 minlbr = ~ minutes gallons Flow Rate: 15,000 gallons I .lQlL.. minutes = ~ gpm PIPE SIZING CHART (MAXlMUN) PIPE SUCTION ~ I~" 2" 2~ 3" 4" 35 GPM 65GPM 60 105 90 147 135 230 235 396 FOR POOLS WITH VOLUME -I 5,000 GALS. PUMP: STARITE P6E6DLOR HAYWARD SUPERII Y. HP 42 GPM 60' TURN TURNOVER RATE -6 HOURS -360 MlNS . FILTER: STARlTE PTM 50, 50GPM OR HAYWARDC751, 75 GPM CAPACITY MAIN DRAIN : HAYWARD W61048E CLEANER: HAYWARD VAC LOC MAIN SUCTION PIPE SIZE X SKIMMER SUCTION PIPE SIZE ~ CLEANERIV AC PIPE SIZE J.t RETURN SUCTION PIPE SIZE ~ (f- ! ~ • MAIN DRAINS AS OF 12-19-08 ANSUASME AI 12.19.8-2007 fi'==~========91 ~ POOL t-q ~. ("-MIN. GRATE OPEN AREA -FLOWII7.8 FOR VELOCITY 6'/sEC • r-CLEANER LINE L~fc:I+-EQUlPMENT RESIDENCE I~:::::~' LOCATION SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28",MAX. -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12",7" MIN. RISER, 12" MAX . RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM . IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER . -MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSIINSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, AND APSP/ICC 6 AND APSP/ICC 7 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURE'S INST ALLA TION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS WHERE 'Y" ATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM-OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM-OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS . -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSIIUL108I CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUF ACUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 rn2) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUlRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUlRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL559. -DISINFECTANT EQUlPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSIFOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRlER REQUIREMENTS TO MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017, ANSIIAPSP/ICC 3, ANSIIAPSP/ICC 4, ANSIIAPSP/ICC 5, AND ANSIIAPSP/ICC 6 AND ANSIIAPSP/ICC 7, ANSIIAPSPIICC 14, ANSIIAPSP/ICC 15. ~ <S< ~~ CO!=: .5 0 ~ . .p Q) ro Q) N ~.J:: ·So 0 ~.£ ~;::$ (1)< .5'0 --(J) o~ u8 • .-4 ~~ 01:: (J) U 00\ .... ~~ .... lOrl ~ U"l\O ·s P:HI:! U'l ro C<) ~ p..p.. I :g ~ ~ ~~ '€ 0 I § ~ S o~, ~ .~ .... S z.... Q) ~oo\2R? ..... E-<.-< .... N @ ....J ro 1:'-. '" • Q) ...... '-' .I=i ~::E-:a"""'Qii::l -"0 E.§ ~ 0 ~ ~ 1l ,,111.2 UI §:5 :;: ..... p.. .0 U'l ilZ 0 -o o o C<) ::6h tIS • .-4 :t: ~ s:: QJ QJQ "'d tIS .~ ~ / \ClJ CJ) ~ ~ "'d ..a I '~ "0. "{~ ~, 's:: ~ tIS .~ CTl ----,~ Y-j 00 #1 Date:January 1, 2018 Drawn by: MJT -c:::» ('0.1 &.0 C) Z « .., ISLAND POOLS LLC Simplified Total Dynamic Head (TDH) Calculation Worksheet CALCULATIONS MUST BE PER ANSI/APSP/ICC 7-13 & FBC-R R4501.6 The Contractor is responsible the accuracy of the Worksheet 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 450 X £1.5 X 7.48 (gal./cubicfoot) = J 5'5 Db (Surface Area) (Avg Depth) f _ (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: \9 X 60 (min / hour) = 3GlO 3.DetermineMaxFlowRateI5S0C> / ?:r;'b + 0 = 2:jTr'b-PM r _ (Volume in Gallons) (Tumover in Min) (pool Flow Rate) (System Flow Rate) 4. Spa Jets: LO X /0 GPM per jet = (0 0 flow rate (No of Jets) OetFlow) (Total Jet Flow Rate) (For Single Pump pool /spa combo , use the higher of No.3 or No.4 in the following calculat ions for the pool & Spa) Determine Pipe Sizes: '2" Branch Piping to be -"~"'-:-_ inch to keep velocity @ 6 fps max. at 100 gpm Maximum System Flow Rate ~" 0 Suction Piping to be d, inch to keep velocity @ 8 fps max. at.1.QQ.. gpm Maximum System How Rate ~., 0 Return Piping to be Q\, inch to keep velocity @ 10 fps max. at J..QQ.. gpm Maximum System Flow Rate Determine Simplified TDH: I I . Distan ce from pool, to pump in Ft: d-.O 2. Friction loss (in sucti on pipe) in 3" inch pipe per I t. @ gpm = J 00 (from pipe flow/friction loss chart) ~" r~' 3 . Friction loss (in return pipe ) in 0\ inch pipe per I t. @ gpm = iQ;L(from pipe flow/friction loss chart) 4. d-O X .OL\ 0 .'6 (TDH Suction Pipe) a. 5. (Ungth of Suction Pipe) (R of headl l ft of Pipe) ~o x~.~l(~)~~_ (Length of Suction Pipe) (Ft of beadll ft of Pipe) (fDH Suc;tion Pipe) Rowand Friction Loss Per Foot (Schedule 40 pvc Pipe) ~=i . Pump anc Main Drain Cover: TO H in Pi PinJS.g-'=~7-=.=""g,- Filter loss in TDH (from ftlter data sheet)_-LI""S-=-_ Heater loss in TDH (from heater data sheet)_.I.;) ",5<-_ Total all other 10ss,_"",O,-,--=-_ Total Dynamic Head (TDH) 30l.. '6 Pump selection J:t.H ell i flo VS F-3DsD using pump curve for TDH & System Flow Rate (Pump model and size in HP) Main Drain Cover~ P /Vo VA (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HPJ Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Ooor Suction Outlets: (Check all that apply) " t8--0 .... 3' ... 0 7 % suction outlets @ I () 0 9pm max. flow (see note 2) 00 o o _____ suction outlets @ _____ 9pm max. flow (see note 3) DC' ======~ _____ channel drain @ 9pm wi ports (see note 4) TDH Calcu lation Options (For each Pump) Check one ~ Simplified Total Dynamic Head (STOH) Complete STOH Worksheet -Fill in all blanks o Total Dynamic Head (TOH) Complete Program or other cales. Fill in required blanks on worksheet & attach calculations o Maximum Flo w Capacity of the new or replacement pump Notes: 1. If a variable speed pump is used, use the max pump low in calculations 2 . For side wall drains, use appropriate side wall drain flow as published by manufacturer 3. Insert manufacturer's name and approved maximum flow 4. See installation instructions for number of ports to be used 5 . In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A1l2 .1 9.8 and be embossed with tha t edition approval 6. Pump, Filter and Heater make and model cannot change. and equipment location cannot be move closer the pool Without submitting a revised plan and TDH calculation worksheet for aooroval Pipe Si ze 1.5 - 2" 2.S· 3" 4- 6" Ve loCity. Feet Per Second 6 FPS 8 FPS 3,"pm O.O S' SOgpm .14' 62gpm 0.06' 82 gpm .10· 88gpm o,os' 111 Rpm .08' 136 Rom 0 .04' 1811lorn .07' 2348pm 0.03' 313 gpm .05' 534 gpm 0 .02' 712 gpm .03' ) Print Name C<PC-\ vI SJ Y ~q Telephone Number 10 FPS 62 Rpm .21' 10f,pm .16' 148 gpm .13' 22720m .10' 39 2 gpm .07' ANSIj APSP IIC C Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These RcquircmcnlS Apply ONLY to the Filtration Pump Maximum Filtration Flow Rate Calcutlations Pool Water Voume~+ 360 =-5i-gpm = filtration flow rate Is there an Auxiliary load on the fi l tration pump ? Yes_ NO~ If so, what is the auxiliary flow rate -gpm Maximum Flow Rate t.jLj gpm (maximum auxili ary pool loads or the filtration flow rate, whichever is greater. The pool filtrarioll flow rate shall not be greater than the rate needed to rurn over the pool water volume in 6 hOllrs or 36 gpm whicheve r is greater. Th is means that for pools of less than 13000 gallons. the pump shall be sized to have aflow rate of 36 gpm or less. Suction Pipe size @ 6 fps 3 " inch Return Pipe size @ 8 FPS :X inch Filter Factors: (Cartridge .375) or (DE 2) or (Sand 15 ) lOO : .~lS -;:;l..(~O (flow rate) ~lter fa~tor) ~Wum filter size) Filter Make /Size b ~~, [ y: Backwash valve? Yes __ No C/'\ (if yes , must be 2 inch min) Pump Selection from APSP database on curv0ess than 170~ gallons) or C (greater than 17000 gallons) (circle one) Modef::LNkll :..r::-lo VSF ~D SD Row Rate (low speed) J 0 gpm @ I ()110 rpm ~~ Row Rate (high spee d) IOD gpm @ 3XO rp~ ~equire if no auxiliary load on filtration pump Pump Controls I Standard time clock 1 2 speed time clock __ or other ___ Heater Model Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must ha ve 18" of straight pipe after the filter for solar. Swimming Pool SpeCifications for: Owner: Address City, State, Zip P S 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 1 3 2 33 34 35 0 0 2.3 4 .6 6 .9 9 .2 11 .5 13.9 16.2 18.5 20.8 23.1 25.4 27.7 30 32.3 34.6 37 39.3 41 .6 43.9 46.2 48.5 SO.8 53 .1 55.4 57.8 60.1 62 .4 64 .7 67 69.3 71 .6 73.9 76.2 78.5 80.9 Total Head In Feet Conversion Chart Inches Mercury (Vac uum Gau ge) 2 4 6 8 10 12 14 16 2 .3 4 .5 6 .8 9 11 .3 13.6 15.8 18.1 4 .6 5 .8 9 .1 11 .4 13 .6 15.9 18.1 20.4 6.9 6 .1 11 .4 13 .7 15 .9 18.2 20.4 22 .7 9.2 11 .5 13 .7 16 18 .2 20.5 22 .6 25 11 .5 13.8 16 18.3 20 .5 22.8 25 .1 27.3 13.6 16.1 18.3 20 .8 22 .8 25.1 27 .4 29.6 16.1 18.4 20.6 22 .9 25.2 27.4 29.7 31 .9 18 .4 20.7 23 25.2 27 .5 29 .7 32 34.3 20.7 23 25 .3 27 .5 29 .8 32 34.4 38.6 23 .1 25.3 27 .6 29 .8 32.1 34.3 38.6 38.9 2 5.4 27.6 29 .9 32.1 34.4 36.7 36.9 41 .2 27.7 29.9 32 .2 34.5 38.7 39 41 .2 43.5 30 32.2 34.5 38.8 39 41 .3 4 3.5 45 .8 32.3 34.5 38.8 39.1 41 .3 43 .6 45.9 46.1 34.6 36.9 39.1 41 .4 43.6 45.9 48.2 50.4 38.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 39.2 41 .5 43.7 46 48.3 50.5 52.8 55 4 1.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 43.8 46.1 4 8.4 50.6 52.9 55.1 57.4 59.7 46 .2 48 .4 50.7 52.9 55.2 57.4 5 9.7 62 48.5 50.7 53 55.2 57.5 59 .8 82 64.3 50.8 5 3 55.3 5 7.6 59.8 82.1 64.3 66.8 53.1 55.3 57.6 59.9 6 2.1 64.4 66.6 68.9 55.4 57.7 59.9 62.2 64.4 66.7 69 71 .2 57.7 6() 62.5 64.5 66.7 69 71 .3 73 .5 80 62.3 64.5 66.8 69.1 71 .3 73.6 75 .8 62 .3 64.6 66.8 69.1 71 .4 73.6 75 .9 78.1 64 .6 66.9 69 .2 71 .4 73.7 75.9 78 .2 90.5 66.9 69.2 71 .5 73 .7 76 76.2 80.5 82.8 69.3 71 .5 73.8 76 78 .3 80.5 82.8 85.1 71 .6 73.8 76.1 78 .3 80.8 82.9 85.1 87.4 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 76.2 78.4 80.7 83.1 65.2 87.5 69.7 92 78.5 80.7 83 65 .3 8 7 .5 69.8 92 94.3 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 83.1 85.4 87.6 89.9 92.2 94 .4 96.7 98.9 18 20.3 22 .7 25 27.3 29.6 31 .9 34.2 38.5 36.8 41 .1 43.4 45.8 48.1 50.4 52.7 55 57.3 59.6 61 .9 64.2 66.5 58.9 71 .2 73.5 75.8 78 80.4 82.7 65 87.3 89.6 92 94.3 96.6 98.9 101 .2 • NOTE : FIELD TDH MUST BE EQUAL T O OR HIGHER THAN THE CALCULATED TDH . •• GAGES TO BE INSTA LLED A T T HE T IM E OF FI NAL IN SPECTIO N FO R VERIFICATIO N. ,