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1870 SEMINOLE RDCOAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: CHRISMAN STACEY 1870 SEMINOLE RD ATLANTIC BEACH FL 32233-5916 COMPANY:ADDRESS:CITY:STATE:ZIP: SUNSHINE POOL SERVICES OF NORTH FLORIDA 4191 SAN JUAN AVE JACKSONVILLE FL 32210 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172020 0520 SELVA MARINA UNIT 09 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1870 SEMINOLE RD SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $91800.00 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: 9/9/2021 PERMIT NUMBER POOL21-0028 ISSUED: 9/9/2021 EXPIRES: 3/8/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $448.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $224.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.58 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.72 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $941.30 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 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). 5 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. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 9 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 10 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 9/9/2021 PERMIT NUMBER POOL21-0028 ISSUED: 9/9/2021 EXPIRES: 3/8/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION By Toni Gindlesperger at 12:11 pm, Aug 25, 2021 By Mike Jones at 3:55 pm, Sep 07, 2021 50.00 OFFICE COPY [ RECEIVED l Revi 5 ion Request/ Correction to Com me nts..____ __ 'J:nALr'1LIIIV1itfP"C'IUrinn,vim:,An"lllll'T1UI-· ------- City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: '?ooL ~ I-00~ ~ 0 Revision to Issued Permit OR 0 Corrections to Comments Project Address: l ~7 a Sem ,oole, R oo..d Contractor/Contact Name: '::l)gbh, ::e Col\ tl)S Contact Phone: ~I () 0 Y 15 Email: d c.o ll los@ ss-poofs IC Ch:\ Description of Proposed Revision/ Corrections: t\)b\ic l.uDrks C€quiremeY\+ a±±ac..bd; ''mus± pmv,-de °' \ ~-tt~r £r0'.Y) a-Cer-±if1 ~c:A £f\.9 ;oePC ::s±o.+i~ ±he me<Ao Y\\:f"' \;Jo.~ r-±ok2l e... £cc t .>0akr r:~½Y\±,~ oo Ce:ed ,tsn l._~~==--~•~f:e....,._~..:....,__,(..._6h:a,_,\""--\.__'<,.._< ____ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •!\/~( proposed revision/corrections add additional square footage to original submittal? No [J Yes (additional s.f. to be added: ___________ ) ✓ •~II proposed revision/corrections add additional increase in building value to original submittal? li,JNo :=J•ves (additional increase in building value: $ ________ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ....:~===*::::.........!>.\J;bt~:::::!:-~As..,..<-____________ _ (Office Use Only) ~Approved 0 Denied 0 Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments ___________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services [ REVIEWED Reviewed By ] Date Updated 10/17/18 ALPHA SOUTHEAST, INC. 2670 ROSSELLE AVE – SUITE 8 JACKSONVILLE, FL 32204 EVALUATION OF GROUNDWATER TABLE AT Atlantic Beach, Florida The purpose of the exploration was to collect information concerning the subsurface groundwater conditions near the proposed retention area. The evaluation was performed using a 5ft hand-auger. The hand-auger boring was performed at the location shown in the exhibit below. The initial boring was completed on Monday July 19, 2021 at 9am. The boring was terminated at 5’ below existing ground. 3” of water was found at the bottom of hole. The boring was checked on Tuesday July 20, 2021 at 10:00am. At time of check 0” of water was found at bottom of hole. It is anticipated the Seasonal High Groundwater Elevation in the area will normally be at 5’ below the existing ground at the boring location. Respectfully submitted, ALPHA SOUTHEAST, INC. FL C.A. 29643 Reynold D. Peterson, P.E. Sr Project Manager FL PE NO 84559 Boring Location By Toni Gindlesperger at 12:13 pm, Aug 25, 2021 OFFICE COPY .o:;. 91.00'"' F1ELO 9-,_oo· 9'1.oo· g'l _cx:l" FlEL.D ~~'"'NA ---~fAS'Jr' ...__ •• ,J'\._ CIVIL ENGINEERING 8c CONSTRIJJCTION MANAGEMENT PROFESSIONALS [ RECEIVED j LOT COVERAGELOT AREA = 9,100 SQ. FT.EXISTING HOUSE = 2,041 SQ. FT.PROPOSED POOL= 255 SQ. FT.PROPOSED POOL COPING= 113 SQ. FT.EQUIPMENT PAD & A/C PAD= 24 SQ. FT.CONCRETE DRIVEWAY= 517 SQ. FT.PROPOSED & EXISTING PAVERS= 947 SQ. FT.PROPOSED LOT COVERAGE = 42.8%SITE DRAINAGE PLANSHEET NO.REVISIONS1870 SEMINOLE ROADFORSUNSHINE POOLS2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204C.A. NO. 29643PHONE: (904) 551-4945ALPHASOUTHEASTC-1 LOT COVERAGELOT AREA = 9,100 SQ. FT.EXISTING HOUSE = 2,041 SQ. FT.PROPOSED POOL= 255 SQ. FT.PROPOSED POOL COPING= 113 SQ. FT.EQUIPMENT PAD & A/C PAD= 24 SQ. FT.CONCRETE DRIVEWAY= 517 SQ. FT.PROPOSED & EXISTING PAVERS= 947 SQ. FT.PROPOSED LOT COVERAGE = 42.8%EROSION CONTROL PLANSHEET NO.REVISIONS1870 SEMINOLE ROADFORSUNSHINE POOLS2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204C.A. NO. 29643PHONE: (904) 551-4945ALPHASOUTHEASTC-2 By Toni Gindlesperger at 4:06 pm, Aug 13, 2021 By Mike Jones at 12:14 pm, Aug 17, 2021 50.00 8.17.2021 [ RECEIVED . . OFFICE COPY Rev1s1on Request/c:orrect1on to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: pro L;) I -00!¥8' 0 Revision to Issued Permit OR D Corrections to Comments Date: _____ _ ProjectAddress: \'670 5em,oole. Aowti A:\:\aa+tc (jeCAc6 3'Jd33 Contractor/Contact Name: 5un~h1r.e. f>oal Srv1tes pf Nod:b E\ odrlµ LU:) ~b;e, Col\i!.\.S Contact Phone: 01 o-o :i \5 Email: _.....,.d~c.o .......... l ..... \-'-'f\....,S......_.@_~"-5 ......... 3 ...... --p._o ........... o .... l-=S...;.1...;::C.a:;..io ..... en-+-+-, - Description of Proposed Revision/ Corrections: -#;? -o o:± a \'P\cco..b\e_ a:, +b,.s p oo I i '5 no± h stu\\,~ o. c c\@k \?-Jb\lC.., Wor~s CocnQ\ertl.s a.c\d€d ±a Alpbo. S00tko,s± =>uc\Je.'1/ d <'s.'-' D Q.~R. rep c)ct 1?, re D 1::> Lub .+ e,. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? GZlNo ~ Yes (additional s.f. to be added: ___________ ) •~ill proposed revision~c_orrec~ions ad~ addi_ti~nal increase in building value to original submittal? l.ilNo □•ves (add1t1onal increase In bu1ldmgvalue: $ ________ ) (Contractormustsignifincreaseinvaluation) *Signature of Contractor/Agent: ~~---u~,4~--~~~· ~------------- (Office Use Only) &(Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments ___________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services [ REVIEWED ev;ewed By ] Date Updated 10/17/18 l Permit Number: POOL21-0028 Applied: 7/27/2021 Issued: Status: RECEIVED Parent Permit: Parent Project: Details: Approved : Finaled: SENT DATE RETURNED DUE DATE DATE Review Group: AUTO 7/27/2021 7/27/2021 Notes: 2 ATTACHMENTS from dcollins@ss-pools.com 7/27/2021 7/30/2021 8/10/2021 Notes: 7/27/2021 8/5/2021 8/10/2021 Notes: Correction Comments: 1. From the 2020 FBC-Resldential Code, 7th Edition: R4501.6Engineering design. R4501.6.1Conformance standard. Description: SWIMMING POOL Site Address: 1870 SEMINOLE RD City, State Zip Code: Atlantic Beach, Fl 32233 Applicant: <NONE> Owner: CHRISMAN STACEY Contractor: <NONE> l!aJ1!1jl I !• au JI I :a,,,._, TYPE CONTACT SUBMITTAL Permit Tech COMPLETENESS ZONING Zoning BUILDING Building STATUS APPROVED APPROVED DENIED REMARKS Design, construction and workmanship shall be in conformity with the requirements of ANSI/APSP/ICC3; ANSI/APSP/ICC4; ANSI/APSP/ICCS; ANSI/APSP/ICC6; and ANSI/APSP/ICC 7. 2. Please submit a detailed document page showing the pool steel cage design/construction with rebar dimensions and spacing on center. 3. The document shall reference the pool design requirements/conformance standards, listed above. If one was used to design your pool shells, the Engineer of Record of record's raised seal and signature may be placed on the document. 7/27/2021 7/29/2021 8/10/2021 PUBLIC WORKS Public Works DENIED Notes: Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. Must show 2,789 cubic feet of water retention. Printed: Thursday, OS August, 2021 1 of 1 ~+; CENTRALS0UARE i~\':.J~ (~J 11' / r: j -'.: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/5/2021 Permit#: POOL21-0028 Site Address: 1870 SEMINOLE RD Review Status: Denied RE#: 172020 0520 Applicant: SUNSHINE POOL SERVICES OF NORTH Property Owner: CHRISMAN STACEY FLORIDA Email: brent@SS-POOL.COM Email: BENJAMINHAROLD@MAC.COM Phone:9042198358 Phone:9046548083 5133792129 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. From the 2020 FBC-Residential Code, 7•h Edition: R4501 .6Engineering design. R4501.6.1 Conformance standard. Design, construction and workmanship shall be in conformity with the requirements of ANSI/APSP/ICC3; ANSI/APSP/ICC 4; ANSI/APSP/ICC 5; ANSI/APSP/ICC 6; and ANSI/APSP/ICC 7. 2. Please submit a detailed document page showing the pool steel cage design/construction with rebar dimensions and spacing on center. 3. The document shall reference the pool design requirements/conformance standards, listed above. If one was used to design your pool shells, the Engineer of Record of record's raised seal and signature shall be placed on the document. 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: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending1 all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. By Toni Gindlesperger at 4:07 pm, Aug 13, 2021By Mike Jones at 12:20 pm, Aug 17, 2021POOLREOROJLATION PUMP lAxllac: I/SSIIPVOOY2A POOi.DATA: SHAPE: PER~ WAT'ERUNE TILE: AREA: DEPTHS: VOUJIIE: LEHGTII: W1Dnt: ~ 3'6" OEEP ~ Not To Scale SPA DATA: SHAPE, PERIMETER: RfC'llUjGULAR 102 Ut,FT 1O2LH FT •54SQFT WATBIUNE TILE: SPtUWAY TILE: 3•~• SHALLOW T..ff'DEEP H,200 GAU.OHS 28"-o"' 21'..ff' 28'6' ' SPAAAEA: DEPTH, 'IOUJIIE; HEIGHT; LENGTH: WIDTH~ ' ' FLOOR RETURNS SPA FLUSH WITH POOL ~ ~ POOl RECIRaJLA TION FllTBI CMP Cha nn~I Drain 2.SS06 Jandy Zodiac JXl400N """ter C:Sfllilflfialat.M.C:..... -·v:·.. -' --. ---. . .. . -E3 cs• cs•,o jcs,m .,.,.. ... RECTANGULAR 211LHFT 211LNn BUHT USQFT 3'-G" DEEP SOOGALLONS FLUSH r-e-&"-o-cs--cs--cs~-... C:SCW\Mlft•--111:11:S P!' t!0$11R ,_,., Fl ..,.,.. .. • -rs T t t { T EQUIPMENT UST Recirculation Pump: Zodiac VSSHP270DV2A Main Drain: GMP Channel Drain 25506 filter: Zodiac CS 200 Chlorinator: Truedear Uk Heat Pump: Zodiac JE3000T Heater: Zodiac JX1400N Natural Gas P•oot Controls: IQ904.PS iAqualink bundle kit Blower: 1.5 np pola ris --11'.i 10011: llllU HQ:lf<f -IIJ5DK!TU~ ......,._.Pl.t0Dr.8TU~ff __ ..,.......,.._ Nicholas w Eckhardt ~~t,-......_w ......,, DECIC MATEIWU. (TBD) PAVEJISSHOMt 1 8'" ,rPOa. BEAM 1HCKNESS TYPtCAL POOL COPING IIMICl&Dal-,,,N1,--~ ~M:I~ b)I itfic.hdu'W.~P.E:.onlhl0.t1' olldlblifirwt~~~ .. ci§jbl~P.mtld~al 11'1:SC:... .. IICll~U)l'led .atdRakdandtMIIQNIUltl'hifflM ~ ... ....,,8KDOM copy DitEZDllA1111tSo1;:1'1~ Minimum 11! size and velocity Recirculation Pump: CXlllPACTED J PAVER~ > 2" main drain suction @ 41 gpm = 3.99ft/s > 2" skimmer suction line @ 41 gpm = 3,99 ft/s > 1.5" wall return lines@ 41 gpm = 6.63 ft/s > 2" vacuum line @ 41 gpm = 3.99 ft/s > 3" spa main drain suction @ 120 gpm = 5.29 ft/s > 2.5" $pa Jets ret\J m @ 120 gpm = 7 .84 ft/s Pressure side ol syslem wil ROI exceed 8 Ills as designed Suction side of system will not exceed 6 ftls as designed REFERENCE OOOEJSTANDARDS: THESE DRAww«lS HAVE BEEN DESIGljED TO BE IN ACCORDANCE Wl'TM THE FOLLOIOIG COOES: --; ,. rebar sizing ,as shown~ POOL STRUCTURE DETAIL ~--,· RESIDENCE -FLOIIIDA BUll.m'IG OODE 7T1I EDlnOH, RESIDElfflAL PRIVATE-POOLS > -ASl'lll MIS~# ~co:..,.t,,llh"ofwlf ... r 1n foof/np -.,. • 2011 EllffiON-HAlilONAL ELECTRIC COOE DESIGN, CONSTRUCTIOH,AIID-IN ~ WITH AHSIIAPSP110C ,, AN!WAPSPilCC 4; ANSl.1APSPJICC 5; ANSl'APSPffCC 6; ANO AHSll'APSPIICC7 JOB COPY REVIEWED --2"/nd-. >5ip«_g.-_,-r_ ,, __ ,.,,,,..,,,"' __ 12" X 12" FOOTING OETAI.. [ RECEIVED ~ ro .... Cl) Cl !lO C TDH-1 By Toni Gindlesperger at 4:07 pm, Aug 13, 2021/>.NSI/APSP5&.7. 20!.3 Specifies lhree methods for determining the maximumsyslemflowrate. I The fcllowircsimplified TIJHcakulation &one of tho me.thodsspecifie,t Simplified Total Dynamic Head (TOH) Calculation Worksheet Determine Maximum Svstem Flow R.ate Mlnlmun FloN Rate Requred: 35 !!1Jffi ~, <l<imme< (required: 1 skimmer pes 800 sq It or surf. a1ea) (• si,.1 1. c.a culale Pool Volume ~X~X 7.48 (gal./cubic focxJ = 1• 700 ,~..,... t,NJuer-1ffkr•,....., .... , 2. Oetl?rmin" preferred T..nover 'f;lm,e in ou~: ~X60 ,(min/hour) = ,..=~ !Li, 3. Determine Max Flow Rate 1• 700 / :160 +-0 = ==60,....=-' '..,\r•rC.-0. ~t.r,o,,•.-tWorl ,r.,.;'llf►..,.,._.\ !~Ai-'.f.wi.· 4.SpaJets: __ s_· _X___llL_GPM per jet= ,T,..,.!!!,_ flow rate Coo ol JtUI C"' ....,I (Foi'Si"'C,e·P\.lmp,~CD'!'l:,0,'ll~tM rwr,erdr.c.JoriNo C n U.lo. CNMgailcu-llbi:t..~f01Jtvpoo(&'S(;ria) Oete,mine Pipe Siz.es: 8r~nch ~an,e tobe_3_incbtotleepvelooty~6fps.roax..at .1£!!.&Pffl Muimum s,,stem Row Rate SUc:lkla Pipinc 10 be ~~n.ch to keep \!'lelocn @16 fps m.lX.. at J..2!:l aim Maximum 915t.em fbN Rate Return Plpioi to be _2L 11dl to~--.lodty ft &fps mu. at~o>m Mmrnum S\ISlem Raw R>le Determine Simplified TOH: J. Distance fl"«fl jpOOI. ta PW'T1JI In Ft:_1_&_ 2. Frialonbs:s[insll<lion JMpe)in, __ 3_inc:h-ptpe. -per l ft..@' CP""'= ~IJho-n ppef-OIW/IHd cn'°",c."""" 3. Fricliortloss(inreturnp1peJirt ____:..!_1"1Chpipe.per J rt~ cpm= ~{frvn p-;,efowft,jdjon'~cn~rd 4. 50 ~ 04 ~olS..clcrlPbl ft~Mar.ltf#:.-1 s. 60 ll 0~ ~.,~,_. ft.:A"-dl"tlllt-.. Flow and Friction LossPet Foot !S<h ..... OllJM:"?"I Velocity-Feet Per Socx,nd Pipe Sm! 6FPS &FPS 1s 37 .oa· 5010m 1.14' 2• 62gpml .06' 12..,m 1.10' 2.S 88....,1.05' 117,•=l,llS' 3" llo a>ml .o4" 181 _111m _l .OT Selected Pump •nd Marn Draan CoYer: = ; Pump selection l<>d;,,. 'iSSrP21l'll'iU, __ 2 __ ~~P'hl __ ,_e __ CD+-~~ TOH ir> Piping __ ·_•_ Filter loss in TOH (from Jilter datasieel) __ 2 __ Heater loss in TOH !from heater data sheet) ~ Totala~ocherlo<se:s __ 2 __ Total (¥>amlc: Head (TOH) ~ using punp curve for TOH & System Flow Rate (1'ump ........ .,.. ..... , MainOraln,Cofer CMPChernlll (Sv'IIC'TI Flow1.1tel'IIIIUSt110Loettd~o1!i-':'OW!'dCOl'P' f.CM Mb] c...,.,.., Notes: Minimum system flow based on mlron..n Bow per st.Im mer of 35 !lPfl". De!Ermine the Numbet and Type of Required tr>-floor 5uction Ou!lets: co.rt.i,.,., • ...,., 0 0-3' _Q ___ Su<lionOOllets .• ___ cpmmallow,tsee"°'~I □ 0 0 o-----f/; ____ u;mmn.flow\5eCroote3) tlJ c======:J ---1L..._ Cbonnel [)no, • __ 11_1'_u,m wt __ , _pons (see oote<) TOH Calculation Options (For each Pun\Pl CllrOC.O"'te-1!( Simplified Total Dynamic HHd jSJDHl Com~le STOO Wod:sheet -Fill c, >II Blanb 0 lOlal Dyn,omic HNd ITDHJ Co~e Pro,ram Of ocher C-31:cs. Fil in required b&.r:ks oo wod:sbed & Ktached cakutmons 0 Muinw,. Fbw Cap,acity r.A Ule aew or repbcetrtu.t Pl.m.P Notes; L If a variable speed pl#llp is used, use the max pt.mp ICM in-aDJlatians. 2. for side wal dra Ins. use appropriate side wal drain flow as ,published by maoufactur•~-3Jnsert manufacturer's name and appro,ecl maximum ff.ow. 4. See install,nion instructions for number of pons to be used. S~ ln,-Floor suction 001:Jet a,,,er/s,ate must conform tD most recent alilioo of MME/ANSI All2.19.8and be emba.sed Withlhateditioo app10Yi11. 6. Pump, f~ter, and Heater make ond model c.,mot cha,,go.. ard equipment location cannot be mc,,ed doser to the pool without subnilling a revised plan and TOH calcdatk:o w<>rlcs~ for approval Velocin,-Feet Pe, Second 'I'll>!! Si,o 6 flP5 8 FPS J_s• 37 .OS' SO • ...,,,, I .14' 2· 62 """'' .06' S2""" I .10' 2.s· as ci,m I .os· 111 ~""' I .os· 3' J36a,m].AM' l8l IP"' 1.07' Date Contractors Slgnatul'e Print Name-Certifitatfon NLrnber lelephone Number ANSI/APSP/ICC Worksheet Swimmin8.Pocl Ene,gy Effloency Com:,lianc:e Information Note: These Requirements Apply ONLY to the Filtraban l'ull'p Milllimum Alaration Flow Rall! C..lcualions Pool Waa,r Volume 14.700 /360 = __!.!_gpm=t,~ratfon How rate 1s there an Auuliary load a, the li1tralion pump? Yes..!._ NO_ If so, what;. the aUXJliaryflowr.m,~m Madmum Flow Rate ~gpm (maximwn auxiliary pool loads or the fillratlon Row rate. whichever is l!feaw. The pool fihration llowralE shall not be greater than the rate needed to tum ewer the pool water volume in 6 hours or 36 a>m whlchew!r lsl!feater. This means that for poolsol less than 1 13.000 ga lals, lhe p<anp sl>aR be sized tD hase a llow rate of36 8Pmorle55.. Suction Pipe size@ 6 fps __ J __ inch Retum IM!Pe size@ 8 fps :15 inch Fitter FadtOrs.: (Cartridl!" 3751 or (DE 2) or (Sand lSJ 41 J .11:. = 1®;n tftowntd tr.:te-f~J C ,mum I~ sia-J Filer Make/Size JanQf lOdoac CS20. Carlndg!I 2005" Bad<washvai,,e?Yes __ No...L__lifyes, must be 2 inch mi'I) ' P..np Sek:tia, from APSP database a, c..,,. A (less lhan 17000 Sil lions) or C (srealEr than lJ .000 Sil Ions I (cwcle one) Model __ z_oo_oc_vs_SH_~_,o_o_"2_• _______ _ -Rate~owspeed) _<_1 _gpm@~rpm How Rate (ljgh speed I ....!.tt__ g,m@ ~ rpm Pwnp Controls Stardard time dock/ 2 speed time clod< ___ or clher -•-Heater Model Loo><: JEJOO'JT Notes: soction piping in front of pump inlet must be 4 pipe diamell!rs in length. Must nave 1.S" strargit pipe after 11,e filter for solar. Swimming Pool Specifications fo.-: City, State, up: Alrlt<: 9e9dl Fl l22J:J ENGINEER'S STATEMENT· INJ'ORIIIATIONTHIS SHEET HAS BEEN COMPLETEll BY ENGIIIEE!I A.l'ID IS BASED ON THE DRAWINGS PROVIDED BY THE ll,IJLOER. ENGINEER HAS'IIERFIEDTHE SlllPlETOTALDYlloUIIC HE.O.D CAI.CULATIONS SHOWN THIS SHEET w= ENGINEER'S POOL CALCULATION PROGRAM. EIIGlfEER'S CAI.CULATIONS COVER Tll£E POOL REQRCULAillOM, SPA JET R.OW, AIID'OA FEA JURE FLOWS, FOR SINGLE OR IWL TIPLE PUIF S rSTEIIS. EACH PROJECT IS ENGINEERED SPECF1C TO THE POOL SHOWII. ,,_~•~c--eun ~~~ ~-• • •_l• • .,.~ __!_ ~ ::f h Qt 'I' • ,U . .._. ,. ~ "-' •~ u '"'' ,,, a• ••1 • ~~ ' •• ... 1• ..... ~---~· J: ,.,, -= • ... ~ ,: ~. ·~~-'"';' .· .. ~•~,}. '~ ·~ 4hrp.:,1 ......... c.-.•1 ....... ---.C 0 V) +' .... IV QI ::::, QI .c 0 V) IV .::.! u L. 0 I s: 0 I-JOB COPY [,._RE-CE/Vi-ED __ _., Comp. By: Date: Public Works Department City of Atlantic Beach Permit No:RES21-003 Address:1870 Seminole Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where:V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 9,100 ft2 Impervious Area (A) = 3,897 ft2 =42.8% V = 0.92 x 3,897.0 x 9.3 /12 V = 2,779 ft3 Provided Storage: Area 1 - FRONT Area Storage Sideslope:4 :1 (ft)(ft2) (ft 3) 9.0 203 BOTTOM size:X 9.5 775 TOB size:X Area 2 - FRONT Area Storage (ft)(ft2) (ft 3) 9.0 273 BOTTOM size:X 9.5 702 TOB size:X Area 3 - Relative Elev.Area Storage (ft)(ft2) (ft3) 0.0 0 BOTTOM size:0 X 0 0.0 0 TOB size:0 X 0 Inground Storage: = A*d/pf Total Storage Area at TOB (A) =1477.0 ft2 Depth to ESHWT from BOTTOM (d) =4.0 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor (pf) = 0.4 default is 0.4 Inground Storage Provided =2363.2 ft3 Required Treatment Volume =2,779 ft3 Supplied Treatment Volume =2,851 ft3 245 244 0 8/13/2021 Retention 1870 SEMINOLE ROAD 8/13/2021 By Toni Gindlesperger at 4:08 pm, Aug 13, 2021 OFFICE COPY [ RECEIVED l -- - PLOT PLAN OF LOT 10, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 19TH STREET K ----~-1~ JOB COPY LOT 18 LOT 19 B 10.5 w u z w Le (£) Cl b U) ~ q_~ ·w ..., 0 0 28.6' L iiiO ·4 5 • 'f. 10.41 10.4 "' N 0 C LOT 11 1/l 10.J7 ~ < "- ;,, "' ~ 0 q_ ~ U>o :-" o_ 0::!) qp CJ 0 .. =l..')(I ... 0_.2_..,_i~o .... 2 ___ 1..;0:i,,,o-~6'.,;W;.;O,;;OD;..;.:;FE,..NC;;;E....,_.. __ ~,...-~~~-=------41 FOUND 1/2' IRON --------' • PIPE, NO CAP FOUND 112· IRON.. 0.4 589-57 19"w o.7' 100.00 ,:~JOF~TER) I S89'57'16.W 99.55' FIELD LOT 20 LOT 9 U) 0 rrt a~ "'O ~ C 0) 0 C (") z ::0 c5 ::c: 1 r 0 rrt 1' ~ ► -< -:0 "'O ► 0 ~ ......,,. )> 0 PBQe0SE0 LQI CQl'.E86GE CALCULATIQ~ NOTES: 1. THIS IS A PLOT PLAN ONLY. BOUNDARY AND TOPOGRAPHIC DATA ARE SHOWN PER FILE No. 2021-970, DATED JUNE 2, 2021. 3. 8O,RINGS BASED ON 11-lE NORTI-lERL Y LINE OF LOT 10, BEING NORTI-l a9·57'19" EAST AS PER PLAT. 4, BUILDING RESTRICTION LINE SHOWN PER PLAT. 1.0 SCALE: 30 410 1" = 20' LOT AREA = 9,100 EXISTING IMPERVIOUS AREA = 3,275 PROPOSED POOL DECK = 402 PROPOSED POOL ( C 50%) = 230 PROPOSED EQUIPMENT PAD 18 TOTAL tMPER~OUS AREA = 3,925 PROPOSED LOT COVERAGE = 43.1% S.F. S.F. S.F. S.F. S.F. S.F. 5. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY A CLOSED LEVEL LOOP FROM NGS BENCHMARK "A-17" -A BRASS DISK IN A CONCRETE MONUMENT LOCATED AT Tl-lE SOUTHWEST INTERSECTION OF SEMINOLE ROAD AND SA TURIBA DRIVE; ELEVA110N = 12.37' NAVO 1988 DATUM. THIS PLOT PLAN IS CERTIFIED TO: STACEY CHRISMAN THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS DETERMINED FROM 11-lE FLOOD INSURANCE RATE MAP No. 12031C0407J, REVISED NOVEMBER 2, 2018 FOR DUVAL COUNTY, FLOR!DA. "NOT VALID 'Mll-lOUT 11-!E SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER." JASON 0. BOATWRIGHT, P.S.M. Fl..ORIDA LICENSED SURVEYOR and MAPPER No. LS 7292 FLORIDA LICENSED SURVEYING and MAPPING BUSINESS~N<!. LB 3672 CHECKED BY: __ ORA WN BY: SGP BOATWRIGHT LAND SURVEYORS, INC. DATE: JULY 09, 2021 FlLE: 2021-970-2 1500 ROBERTS DRIVE, JACKSON'v1LLE BEACH, FLORIDA 241-8550 SHEET_,_ OF _1_ POOL21-0028MAP SHOWING BOUNDARY SURVEY OF LOT 10, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20, OF THE CURRENT PUBLICE3ECORDS r DUVAL t:)UNTY, FL~DA. K LOT 18 LOT 19 LOT 11 1 STORY WOOD FRAME RESIDENCE No. 1870 INISH FLOOR ELEVATION=10.72' , 19TH STREET ;,-, "' N rn ::J C ~ 5 z ~ G) /Tl / 1------1 25.9' FINISH FLOOR GARAGE=10.06' --~=-.,._...__ (,J (J) ;l'>-0 0 (I) 0 (f) oo .o Oo N ui_ ~~ 10.3 ~ 'l._ _ _i_ _ _1..__1_ ___ -l.l ___ _ (D 28.6' 10.4 LOT 20 LOT COVERAGE LOT AREA= 9,100 SQ. FT. EXISTING HOUSE = 1,569 SQ. FT. PROPOSED POOL= 203 SQ. FT. EQUIPMENT PAD= 18 SQ. FT. CONCRETE DRIVEWAY= 754 SQ. FT. PAVERS= 239.5 SQ. FT. COPING= 113 SQ. FT. PROPOSED LOT COVERAGE= 38.5% 10.41 <( Cl. 10.4 ·10.4 10.44 (/) JI'j ~ N 10.37 LOT 9 ,-----, t0 IPORTA JOHNI ~ I DUMPSTER I JOB COPY (I) fTl ~ 0 z ' fTl ::::0 0 )> 0 48" MIN. METAL FENCE POSTS DRIVEN INTO GROUND A MIN. OF 2' -0" WOVEN WIRE FENCE (MIN. 14 GAUGE; 6" MAX. MESH SPACING) FILTER CLOTH ( MIRAFI, POLYFILTER X OR APPROVED "EQUAL ) FILTERCLOTH TRENCH CONSTRucnoN AREA ~ CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES SPACED EVERY 24"x 24". 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN FUNCTIONAL CONDITION. 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFIFECTIVE. DRAINAGE LEGEND r OO.O PROPOSED SPOT EL. •-"v--PRE-FLOW ARROW <J,'\..--POST-FLOW ARROW (00.0) EXIST. SPOT EL. X TO BE REMOVED PROPOSED SHALLOW SWALE 0 <( (/) 0 ....J Cl::'. 0 w 0 ....J 0.. Ocr:w ~~z 2: :i: w (/) Cl) z 0 => ~ Cl) ..--z 0 (/) 0:: a, w if) I:;:;~ Q.(X) ci o z 0 6~ zo.. Gj 0:: z ::5 0.. ....J 0 Cl::'. 1--z 0 u z 0 Cl) 0 Cl::'. w REVISIONS 0 TREE PROTECTION __ _, SOCK DRAIN PIPE WITH POP-UP 1------ll pO\? EMITTER GRAPHIC SCALE PLOf DAfE: D7 23 2021 DRAWN BY: KG 20 0 10 20 40 80 DESIGNED BY: RDP ~-: i I I CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71801.00 ( IN FEET ) 1 inch = 20 ft. SHEET NO. C-2 POOL21-0028 By Mike Jones at 8:58 am, Aug 05, 2021 REVIEWED FOR CODE COMPLIANCE 8.5.2021JOB COPY ;tZ"',~·-;• Building Permit ~p~lication ;: ';. City of Atlantic Beach Bu1ldmg Department ed 10 9/18 REVIEWED -;-) · 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Oept@;-:c:-::0:-::-a~,u;--;:-s-----____:;:__..:._ ____ _,,1 Job Address: \ ~.., o SR M iri a( e. Rd· AB 3dd33 Permit Number:--------- t:3 D -01--aC\t: Scl,\Jl.\ffnr\n(.\l_ka·'\Lo\:IORE# 17aoda -Q5dC> Legal Description ?./.n ' Valuation of Work (Replacement Cost) $ 9 \ 1 ~ D 0 Heated/Cooled SF ____ Non-Heated/Cooled ____ _ "'1f" □ dd' · □Alt t· □Repair □Move □Demo □Pool □Window/Door • Class of Work: ~ew A 1t1on era 10n • Use of existing/proposed structure(s): □Commercial )gf'Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will treels\ be removed in association with oronosed oroiect? □Yes /must submit seoarate Tree Removal Permit\ □No Describe in detail the type of work to be performed: ~ e '--v 5 ht5t Crt k 5 \.,U~ MM~~ p O O l Florida Product Approval# __________________ for multiple products use product approval form Prop · Name City -L....ll.~Ll..il.i.:===-.~=-~s.+~--- E-Mail 0. , Owner or Age t (If Agent, Power of Attorney or Agency Letter Required) _:1...De;\,JJ~.LN:l..::!:.I.C ______________ _ Contractor Information :c>,u L..LC,. Name of Companyfu~ P()ol Se.!'"'J <c6 o~ NC>rthfi of' Qualifying Agent ...,...;=-<..1~...!....1--'"""'=~~=---=-:=-----==- Address'.3l<l m;, \ vQC\.\.>~ee. A.vc:... City~~~g..:...+-:=-c.......o,;=- Office Phone Y7 C\ -C\ 555 Job Site Co tact Number....1..,1..=~~.L.._;_~"r;:::--~..-L.>_,_,'----- State Certification/Registration# CJt, t lj5 \)75'\ E-Mail,~!:::!1.~.Ll..1..!!...l.:S~~~L=!.:__¥~~~.!....=::::::.Jo~~--- Architect Name & Phone # -.....,.....,..--=---:-=---:--~--:=--,---,------,,--.,---::r-:--::-.--------=:--="77'-:.-.~-~-,;::;--:-- Engineer's Name & Phon e #\N -=~:;..,..ee.!..:....!:=..!...!~==-!..!....l!l..!.......!:::2=:?__~l!....::::.!...L..=:::::.:...!.L.l~l.!....l.......1...--.!..::~--::::-'-'~:--'~'-=...::J.... Workers Compensation Insurer --::....:,::~..k<.L::.....,.;=--L...1....JJ~~c=.,'----- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO~UR NOTICE OF COMMENCEMENT. ~ ---~'-==->--=l,j=-"~--·~....._.._..------ (Signature of Owner or Agent) (Signature of Contractor) Signed and sworn to (or affirmed) before me this 3__ day of ffiCMj ,aQci?j ,by &"' ~ Signed and sworn to (or affir · · day of ~-R. sf -~ ff\ 0..-, ' ,;) 0 [ ) Personally Known OR ){<l Produced Identification Type of Identification: (Signature of Notary) •.·ah.,T,;,_.., ________ ...,....., ;~'.~4:, DEBORAH l COLLI S . ~ : --<".:<;\ Notary Public • State of Florid ·,.iwJ:i Commission_# GG 265422 ··1 .. ~~rf..'/. My Comm. Expires Jan 30, 202! V-S ~~ 'la!iora' ~ot.rv Assr't ~~'-.l,J,r.,.\ Personally Known OR Produced Identification (Signature of Notary) DEBORAH L COLLINS Notary Public• State of Florida Commission# GG 265422 e of Identification: --~--..,,..,..,.-,;T,.,.,..,.,,,.,....,,.,...,.,.,.......,,..,,..,...,.., POOL21-0028TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Fl 32233 (P) 904-247-5800 SITE INFORMATION FOR INTERNAL OFFICE USE ONLY PERMIT # ______ _ OFFICE COPY ADDRESS \ ~ 7 0 ~ ffi \ r'\ 0 \ <;:_ Q Q\ · ~-\\ov-Yt\'e, B~o.c,h 3c) J ~3 3 SUBDIVISION s~\ v 0,., r:n o,c \ f\0-. RE# _ __.\_7~d::.....:0~ct~0_-~D~3-=·_.l,,d~O~--- APPLICANT INFORMATION NAME B -e o CbctSMM\ ADDREss \ <"67 o SeJn,f) o\e.. R~. CITY M ·\o.r\-~ lC. B-e(\.( h EMAIL 'o "dom,n'no.ro\~ @me..c..cm BLOCK I LOT I O )(RESIDENTIAL 0 COMMERCIAL 0 OTHER STATE PHONE# 513-3,9 did CELL # 5f3-3]9 ~ (e)q E=: L ZIP CODE 3~~ 33 0 OWNER 0 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 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent / ~--J3e (1 L k r , <;; 6 /41/f --=-is[i,....;;;..f-3/~:J ,_ Sl'GNATUREOFAPPUCANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME Signed and sworn before me on this 3 day of rY'\ ~, Be" C.h r,SMC\o 0 . I L Identification verified: __..c...L.r_,,~VL,~-r-....;;.s:;___.._1._.'c_f...:f\....._$:.......,._,e ___________ _ Oath Sworn: D Yes DEBORAH L COLLINS .\ otary Public -State of Florida Notary Signature j Commission # GG 26 54 22 DATE State of £L County of Q \tV Al -' My Comm. Expires jan 30, 2023 nded through National Notary Asm. My Commission expires ----'l.___-__._3<--=0~-~ .... ~,._.3..e._ ___ _ 04 TREE AND VEGETATION AFFIDAVIT 03.0 1.201 8 POOL21-0028 Doc# 2021111871, OR BK 19705 Page 676, Number Pages: 1, Recorded 05/03/2021 03:37 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 JOB COPY NOTICE OF COMMENCEMENT State of f L Tax Polio No. ___________ _ County of ·'"O......,,u"-v--"-o.,'-'-'-\ _____ _ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to cenain real propeny, and in accordance with Section 713 of the Florida Statutes, the following information is stated in _this NOTICE OF cif:.-i~ENC,9-M~-1 l Legal Description of property being improved: ;3b -· o!O D'\ -o> -:;-~ 9 £-::>e~ Vt\ too.r1n11 }A ,:t . L Owner: 0ec, Cbcl'sroo.o Address:ii7O ~rolnok'.,., Rd A+lc»,h'c.. Brn,bA.. Owner's interest in site of the improvement: Gt >:)t:-:QC 3;;) ~3 3 Fee Simple Titleholder(if other than owner): ___________________________ _ Name: _____ ::--------------,.----------------~--- Contractor: · .,. (' \h"c e $ LL--C.. Address: 31 '? M; I IJ-l0-'3\<~ e. Ave-FL 3~0:,3 Telephone No.: _ _,_7_C\_-_~.:.....;;:5"--=5'-5.c.· __ Fax No: __________ _ Surety(ifany) _____________________________________ _ 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 witrun the State of Florida, other than himself. designated by owner upon whom notices or other documents may be served: Name: ____________________________________ _ Addre.5S: ------------------------------------ Telephone No: _________ _ Fax No: ___________ _ In addition to himselt; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 71 3.06(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 (I) year from the date of recording unless a different date is specified):--------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY lLINS Notuy Public · State of Florida c~n,mission # GG 265422 My Comm. fxpiro, J;n 30, 2023 ed th·®'h National ~01ary Assn. ::ac· Date: fl~/ Before me this p) 0 day of AQ,-;1 ;;) D sl l in the County of Duval, State Of Florida, has personally appeared ,,._.&"""",,_,.,..,.c;.""· !..!h.,_,r-:..,,1'5,,,,in,.,,,o,o..,_ ___ ---,,----,-- Not.ary Public at Large, State ofFJorida. County of Duval. ~L f\ cR. r·. t I . My commission expires: \ -3 0 -~ 3 ~ ~i,_:..., Peisonally Known:--=---~~---,---,----------or Produced Identification: rt--Dr,yt-,.__l; L,'oen5e- 33 BOUNDARY SURVEY b ~ -6' 6" O> ~ -::=: -::--. ~ N 0 0 0 0 (./') "? ~ SURVEY NOTES CONCRE IE DRIVE CROSSING INTO R/W ON EASTERLY SIDE OF LOT ,._ ~ THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY B S L • BUILDING SETBACK LINE ~? (..!) zo _,..._ C)a::, ...J~ 5:ii: en 39 7' SURVcYORS CER FlCATE ~ "' ~ IHf~•(IVC[Rltn" Ot,,,T flll~~YSURV!l' A AV£ Al CORRECT REPIIES!:NT/,fl(l'IOF A S\111\'E" PR£PAREO UNOEll II\' OlllfCllOI< HAU) v:TllOVl Al<AuTH!NIC/1! O!llCIR SIG>IATU!IE ,Ml Au't<E~IIC.ITED ELEClROt<C SEAi. OR A AAlSED EI.IIIOSSEO ~Al. ,Ml S•GHAIYRE. KENNETH J OSBORNC J'qQHS!i ~V('r()rj~MNffR-..t•, IMPERVIOUS CALCULATIONS: TOTAL LOT: 9,100 SQ. FT. EXISTING IMPERVIOUS: NEW PAVER DECK/COPING: NEW POOUSPA WATER @ 50%: NEW POOL EQUIP. PAD: TOTAL IMPERVIOUS: ISR: 44.8% 3,386 SQ. FT. 414SQ. FT. 251 SQ. FT. 24SQ. FT. 4,075 SQ. FT. ~ in '" M "' ~ ~ 282' ~ 0 0 283" 0 0 (./') I I '-'~I i5o: I <.>O I I I I I-' U) Im 1:Q SURVEYING,LLC LB 117893 SERVING FLORIDA ;J50N MIUlARY •RAIL SUITE 10 V.1:Sl PALM BEACH. FL 33407 PttONE (5611641>-'800 STATEW1DE l'tlONE (EOOI 2~-7 SlATEWtDE FACSIM LE (IIOOI 74Ml571i WE!ISITE l\l1Jl /.~l/~""'>flil lllli SAFETY BARRIERS: FENCE & WATER ALARMS UP TO POOL SAFETY CODE SCALE: 1/30" = 1' EROSION CONTROL MEASURES (SILT FENCE) AT THE LIMIT OF LAND DISTURBANCE ACTIVITIES TO PREVENT IMPACT TO ADJACENT PROPERTIES. ASTM F2208-08 & UL 2017. SETBACK MEASUREMENTS TAKEN FROM EDGE OF WATER TO PROPERTY LINE. SILT FENCE= X-X-X-X POOL21-0028 ENGINEERING PLAN POOL DATA: SHAPE: PERIMETER: WATERLINE TILE: AREA: DEPTHS: VOLUME: LENGTH: WIDTH: SUN SHELF: STEPS: BENCH: CONCRETE: SPA DATA: SHAPE: PERIMETER: WATERLINE TILE: SPILLWAY TILE: SPA AREA: DEPTH: VOLUME: HEIGHT: LENGTH: WIDTH: BENCH: SPILLWAY: CONCRETE: RECTANGULAR 102 LN FT 102 LN FT 454 SQ FT 3'-6" SHALLOW 7'-0" DEEP 14,200 GALLONS 28'-6" 21'-0" 49 SQ FT 24 SQ FT 4' LONG 22 YARDS RECTANGULAR 28 LN FT 28 LN FT 8 LN FT 48SQ FT 3'-0" DEEP SOOGALLONS FLUSH s·-0·· 6'-0" 18' LONG (2) 24" LONG 4 YARDS TRAVERTINE DECK DATA: DECK AREA: 747 SQ FT POOUSPACOPING: 128 LN FT POOL FITTINGS: 1 CMP SKIMMER 1 CLEANER LINE 3 WAU RETURNS 2 FLOOR RETURNS 3 SAVI NICHLESS COLOR LIGHTS 1 CHANNEL DRAIN SPA FITTINGS: 6 ADJUSTABLE JETS 1 SAVI NICHLESS COLOR LIGHT 1 CHANNEL DRAIN EQUIPMENT: ZODIAC 2.7 HP VARIABLE SPEED PUMP ZODIAC CS 200 FILTER ZODIAC 400K BTU LP GAS HEATER ZODIAC JE3000T 132K ELECTRIC HEAT PUMP TRUECLEAR 11K SALT CHLORINATOR POLARIS 1.S HP AIR BLOWER iAOUALINK AUTOMATION W/ WIRELESS REMOTE 'DUMPSTER & PORT A LET LOCATIONS NOT APPLICABLE• SAFETY BARRIERS: FENCE & WATER ALARMS UP TO POOL SAFETY CODE ASTM F2208--08 & UL 2017. ~-----------,,ROPERTY LINE'----------PROPERTY L1N,i=-----------1>ROPERTY LINE,----------, w z ::i > I--er: w 0. 0 er: w z ::i ~ er: w 0. 0 er: w il w ... I-... ~ z 11,1 ... I-... _, 1" TRAVERTINE PAVER DECKING 'SILT FENCE SITE ACCESS 2" POOL & SPA RETURNS 2" SKIMMER LINE 2" CLEANER LINE LOW VOLTAGE LIGHTING JOB LEGEND CONSTRUCTION CREW PARKING AREA COPY ~E-= NICHLESS COLOR LED LIGHTS a::::::11 = CHANNEL DRAINS IO= WALL RETURNS = CMP SKIMMER ~=CLEANER LINE "'-' = SPA JETS G = FLOOR RETURNS z ::i > ~ w 0. 0 er: w z ::i ~ er: w 0. 0 er: r .., (!) z "" <( N z :I: N ii: C "" 1/) ..J w ii: ~ u. w z :I: 0:: :i a 0 (J <( w > w z ..J UJ ..J .'fiz w <( (J 0 al ii: z (J ~ z <( (/) Si (J <( :I: 0 (/) w i== :;;; ~ I-o6 (/) z ~ :3 0:: I-z 0 J :I: 0 w ,.._ w 00 ~ (J z ID ... (/) " z w 0 z cii in ~ (/) ~ .. 0 w z w w 0:: C ..J:;;; :3 ~o C III C ::::J ll. (/) :I: <( (/) 3/27/2018 Poolguard Alarms -pool alarm, door alarm, gate alarm, pool safety, child safety HOME I CONTACT US I 8W POOLGU.ARO I PRODUCT MANUALS IWAARNHYREGISTRATION OVER Poolguard Alarms: • Pool Alarm -Model PGRM-2 • Pool Alarm -Model PGRM-SB • Gate Alarm Door Alarms -NEW • Door Alarm • DAPT-2 (Sounds in 7 seconds) • Door Alarm • CAPT-WT (Sounds immediately) Other Information: • Contact Us • Buy Poolguard • Product Manuals • News From Poolguard • Warranw. Registration • Model PGRM-2 Installation Video • Model PGRM-SB Installation Video http://www.poolguard .com/inground.asp 30YfARS INTHE sus1NESS1 JOB COPY ' C~I CK+-IERE·TO BUY POO[GUARD ·, INGROUND POOL ALARM -MODEL PGRM-2 @•NSF Certified to ASTM F 2208-08" ~ As Well As the states of CA, CT, FL, and TN • Detects Intruders • Sits on Deck • Battery Powered • Low Battery Indicator • New Sensing Technology • Easy to Use • Completely Portable • Automatic Reset • Affordable Price • Important Safety Feature • In House Remote Receiver • Horns are 85 dB at 10 feet POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, and gate alarms since 1982. All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and "Top Rated" by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms, ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty 1/2 3/27/2018 Poolguard Alarms -pool alarm, door alarm, gate alarm, pool safety, child safety • The Poolguard POOL ALARM, once installed in the pool, cannot be de- JOB COPY activated; it is always in the alarm ready mode. • Tamper Proof: Poolguard POOL ALARM will sound an alarm when removed from the pool. http://www.poolguard.com/inground.asp • Sleep mode: when you would like to use your pool, simply remove the alarm from the pool and put it into sleep mode. • Automatic Wake-up: The Poolguard Pool Alarm will automatically wake up and run a system test when installed into the pool. • The Poolguard Pool Alarm comes with an in-house remote receiver that has a range up to 200 ft ., and comes with a 12 volt power supply. • The Poolguard poolside alarm works on a 9-volt battery (not included); with a battery life of approximately one year. • Audible low battery indicator at the poolside alarm is also indicated by the in house remote receiver. • New sensing technology provides less chance of false alarms due to wind, rain or small objects such as sticks or toys entering the water. • Poolguard Pool Alarms have been tested and comply to the ASTM Standard Specification for Pool Alarms ASTM F2208, in a 16' x 32' pool. Poolguard Alarms can be used in pools up to 20' x 40' or 800 square feet. • The Poolguard Pool Alarm can be used with a solar blanket. • Most reliable, advanced, and affordable alarm available. • Poolguard PGRM-2 is designed to detect intrusions similar to a one year old child }: !!!ground Pool Alarm PDF manual All Producta Proudly CAU. Tlll-FIEE -242-71 3 ~ 2/2 All doors providing direct access from the home to the pool and located within the enclosure/fence, will be equlppe<I with setf-closing, self- latching devices with release mechanisms placed no lower than 54 Inches above the floor or deck as per Florida Building Code Fifth Edition {2014} Residential 4501.17.1.8. Chris May Managing Partner -~ .. ~ SUNSHINEPOOLS JOB COPY https://mail.google.com/maiVu/O?ik=b501421969&view=pt&search=all&permthid:::thread-f%3A 1544382792690932950&simpl=msg..f<',i,3A 1544382792S · · · 218 JE-3000T HEAT PUMP rI' BCIOOT HEAlPUMP Energy efficient pool and spa heating The JE3000T is the most advanced heat pump line available. By absorbing free heat from the air and transferring it to the water, JE3000T heat pumps make the heating process efficient, ecological, and most of all, cost effective. And, with the JE3000TR reversing models, you can even cool your pool during the hot summer months with the in novative Chill mode. » Optional chiller/hot gas defrost. Chill your pool during hot summer nights. » Ultra Efficient Featuring a premium titanium heat exchanger, JE Heat Pumps provide superior hydraulic flow for maximum energy savings. » Superior Control Dual thermostats !pool/spa). Features advanced digital control to enable self diagnostics. multilingual capability. and an auto-heat feature. when used in conjunction with Aqualink~ control systems, to maintain your pool's temperature automatically and efficiently 24 hours per day. JE Series Heat Pumps are iAqualink'" compatible so you can adjust the temperature of your pool or spa from your smart- phone, tablet, or other web-enabled device. !purchased separately) » Versa Plumb~ Ready All JE Heat Pumps are Versa Plumb ready, allowing you to achieve 50% more hydraulic efficiency for maximum energy savings. » Versatile Also available: JE1500T 170,000 BTUI', JE2000T (96,000 BTUI', and JE2500T 1110,000 BTU)'. 3 phase models also available. » Environmentally friendly 1410A refrigerant} ZODIAC® FAMILY OF BRANDS I Heritage of Excellence Zodiac Pool Systems. Inc. I 2620 Commerce Way, Vista, CA 92081 1.800.822. 7933 I jandy.com Zodiac Pool Systems Canada, Inc. 2-3365 Mainway, Burlington, ON L7M 1A6 1.888.647.4004 I jandy.ca JE-300QT HEAT PU JOB COPY i@Wflil _________________ _ ----36'-----l -----43•------< 3.s· MIMl◄i@ff-111 _______________ _ Output• IBTUsl Input• !kW! cop• Output•• (STUs) cop•• Output• .. IBTUsJ copn• Voltage Minimum Circuit Ampacity Max Over Current Protection•0 • LRA RLA Compressor Heat Exchanger Optimal Water Flow IGPH) Minimum Water Flow(GPHI Maximum Water Flow(GPH) Weight libs.) JEJOOOT 132,000 6.34 6.1 127,000 6.0 86,000 4.2 230V/60Hz 41.81 60 185 32.05 Scroll Titanium High Flow 57 20 70 228 JEJOOOTR 130,000 6.34 6.0 127,000 5.9 86,000 4 230V/60Hz 41.81 60 185 32.05 Scroll Titanium High Flow 57 20 70 230 JEJOOOTJ JE3000TR3 132.000 130,000 6.34 6.34 6.1 6.0 127,000 127,000 6 5.9 86,000 86,000 4.2 4 208/230V/60Hz/3 'JJJ8/2':!AN/60Hz/3 33.00 50 164 25.00 Scroll Titanium High Flow 57 20 70 228 33.00 50 164 25.00 Scroll Titanium High Flow 57 20 70 230 • Rated In accordance with AHRI Standard 1160; Test Cond1tion!!l.: so•F Air, 80% RH, SO•f Water "Rated in accordance with AHRI Standard 1160: Test Conditions: 80'FAir. 63% RH, BO•FWater ... Rated in accordance with AHRI Standard 1160: Test Conditions: SO•F Air, 63% RH. BO'FWater •••• Max Over Cor-re-nt Pl"'Otection refers to the maximum breaker size allowed. It this value is nol a standard breaker siz:e, yse the next smallest standard breaker size. The break.er si.z:e must not be smaller 1han the Minimum Circuit Ampacity value C2018 Zodiac Pool Systems LLC. ZODIAC" Isa registered ltademarl< of Zodiac lnternat,onal. S.A.S.U., used undor license. All olher trademarks used heroin are the property ot their res~cllve owners. SL6408 Rev D 0418 VSPHP270AUT/JEP vs V8 Pikmlt> 2.7 lfP V•~ Pump, 2lO VAC, wfo COfttrolfet so -··--17~ fll"t,l -..._ 1;:00 fl/>1,t "---, IQ -~ f.ipi:f-•--.. .. ~~ ...,_~-..... 0 ·~, _··-~--------~---·--------{! 10 ~ ~ ,(JJ !,) f.-0 :o 110 'i<) I~ m 1:0 l;O ,~,) IS<) 1!,J 1;c fl!M' 1101♦, (311/1001 per Mlnuto (OflM) • 230VAC " High H d Pump • One AUXIiiary R lay • 2• x 2.5" Unions tncfuded QI JEP-R Option ----,~JOB COPY ~ VSPHP270DV2A "Ho ANn f<'lr • ~k f-Or salt (b!Mt lfl i!IUl(I 11N239 ' .. Vt; PlusHP 2. 7 HP Variaofo-.Spood P~. 115/230 W,.C, 211/.W. Relaya, w/o Contl'ofkil ,"J ------------------• 115/230 VAC .. Hlah Head Pump • Two Awdlgvy Refar! • Ory Contact Relay Control 'l x 2.5" Unions fndudecf • Zero Clearance TEFC Motor RS485 Quick Connect Port 32" CHANNEL DRAINS CMP# 25506-32X-000* ~ • VGB-2008 .... ~ .. ~-. ... COMPLIANT __,, ""''""" Fbllro,W..1 '-""'= Read an4I keep these instructions for future reference. Always plumb and install all suction fittings according to all building codes that appfy in your area. WARNING: When using two or more suction fittings on a common suction line, suctions must be separated by a minimum of 3 ft or they most be located on two different planes (i.e., one on floor and one on the wall). JOB COPY WARNING: DO OT locate suction outlets on seating areas or on backrests for such seating areas. The maximum flow rating for this suction fitting with the center port plugged and outer ports open is 308 GPM (Floor) and 212 GPM (Wall) when using 2.5" plumbing and 268 GPM (Floor) and 192 GPM (Wall) when using 2• plumbing. The maximum flow rating for this suction fitting with the outer ports plugged and the center port open is 200 GPM (Floor) and 168 GPM (WalO when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (Wall) when using 2" plumbing. This suction fitting is designed for installation on side wall or floor of hot tubs or pools. DO NOT adapt suction fitting to any pipe size smaller than ASTM 2" SCH 40 PVC. Suction fitting and fasteners should be observed for damage or tampering before each use. Missing, broken, or cracked suction fittings shall be replaced before use. Loose suction fittings shall be reattached or replaced before use. Mount suction fittings on the walls, in the foot wells of hot tubs or pools. Do not mount directly under seats. Follow all winterizing instructions and recommendations of your pool and spa professional. Open area of the suction cover is 38.79 in2• Tools Needed: Phillips Head Screwdriver INSTALLATION INSTRUCTIONS 1. Install sump provided or construct sump per ANSI/APSP-16 Figure 2 (see below) 2. If mounting frame is provided, secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump. NOTE: In the event that one suction outlet is completely blocked, the remaining suction outlet(s) serving that system MUST have a flow rating capable of the full flow of the pump(s) for the specific suction system. . NOTE: Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. CAUTION: Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting .. Entrapment against the suction fittings can resu!t in dro~ning or other severe injury. Never sit on or lean up against suction fittings. Never exceed the maximum allowable flow rate stated on the suction frtting. The suction fitting and fasteners should be Inspected for damage or tampering before each use of the facility. Missing, broken, or cr~~ked suction fi:tings ~hall be replaced before using this facility. Loose suction fittmgs shall be reattached or replaced before use of this facility. 'ornm. A C OE!lllW.H011S, (~ o • lnMct di.net~ OI ~Cit.. lbl .U.llli'""1~onti lh°""'".&ft"l!1irrt"-l"~ :::r:~·~·~~•i~•~.~r:'~ 0~1 -=-=-=-=--''----. - -.. ~ Om1n. 8 D fd ,. lwob:A '"' L ... J Gkilo IUQ'Ultd )WTIP <1Wsur•1kl,.. Head Loss Rau/ts may ,a,y • this dara /J p,o,lld«I for ,.,.,.,,a,on/y. l(lP::a:x.:.:10'~) ---------===-..:,__.....;. __ -=:::7 40,- 20 Flow{GPM) 25506-32X-000 Cover 25506-32X-020 Sump 25506-320-010 Plug 25520-050-020 Screw 61008-042-022 Optional Debris Guard 25506-320-030 REPLACEMENT PARTS 25506-32X-1 00 Cover 25506-32X-020 frame 25506-320-110 screw 61008-042·022 Optional Frame Support 2SS20·050-120 Replace all parts within 7 installed years or immediately upon evidence of degradation or damage. • XCAN BE ANY DIGIT 0-9 TO DENOTE COLOR fl · ith a marked flow rate In gallons per minute that WARNING: To reduce the rislc of drowning from hair and body entrap'!'ent, ln~II suction fttthmg~ wl I er breaks, is damaged, or is missing, shut the exceeds the flow rate of your system by at least 25%. Always use multiple suction outlets. I e 1tt ng cov system down immediately. Do not use the system until damaged parts have been replaced. · · d d · t II ti es Persons with long hair should secure hair to a WARNING: Keep hair and clothing a minimum of 12 inches from all suction fittings an rams a 8 m : 1 bathtub Be sure the minimal length or wear swimming cap. Children should never be left una~ended at any time in a swimming poo • spa, or · temperature of the water never exceeds the manufacturer's recommendations. 071lsb CUSTOM MOLDED PRODUCTS j 36 HERRING ROAD, NEWNAN, GA 30265 I WWW.C-M-P.COM Footprint and Dimensions Ct1art JXi · - Natural Gas Pipe Size Requirements Notes: • Numbers are for natural gas (0.65 Sp. Gr.) based on 1/2 inch (3.45 kPa) water column pressure drop. Check supply pressure with a manometer, and local code requirements for varlatlons. • Check supply pressure and local code requirements before proceeding with Installation. • Consider pipe fittings when determining gas pipe sizing. For every elbow used add three (3) feet to straight pipe length. JOB COPY • Table shows the minimum supply gas pipe size required. Larger pipe size can be used If required by local code or if desired. • It Is critical that the Incoming gas supply pressure at the heater is within the maximum and minimum pressure requlremems. If th.a range of acceptable supply pressure Is not provided, the gas supply system to the heater must be modified to meet pressure requirements. di =e & ;. Specifications and Dimensions for JXi Series Heaters tS ... 26.5" (ff7cml EXHAUST SIDE !e:BH::=11. liiiill lliiiiR !e:1111:3 11!!!!:B !E:11 ~~ i-----22.1"~ (56cm) 24.9" (63cm) FRONT 5.1"c-.+----21.6" ----1 (13 cm) {55 cm) "\lefMPlumb• $WNP Elbow Inlet 18.5' f {47cm) 10.13" (26cm) (14~ I NOTE: Dimensions are Identical for ALL heater models *Union nut, cap, and o-rtng provided for w,uNd Inlet. Sweep elbow alao provided. Model 200 260 400 Vent Diameter (Category t) in. cm 6 15 7 18 8 20 Vent Diameter Firing Rate (Category Ill) in. cm BTU/HR kcal 4 10 200,000 50 4 10 260,000 66 4 10 399,000 101 104 ______________ ~2~0~1~7~Z~od~ia~c~P~oo~IS~yst:.;..e_m_s~,1-n_c._Pr_oct_u_ct_ca_ta_1og __ :::c t It i 15 0 I i m· Technical Information, Filters j CS Series Single Element Cartridge Filters JOB CO PY Our CS Filter line utilizes single element cartridges designed to provide the same great filtration as our Large Tank Filter series in a compact body. The cartridge element on the CS Is easily removed making it simple to clean and care for. The CS filter is just over a foot wide, making it the perfect choice for small equipment areas. It is designed for our Versa Plumbe System to easily connect with the rest of your Zodia~ equipment while using minimal space on the equipment pad. The CS filter features easy grip ergonomic handles and extra large drain ports in a small, compact thermoplastic body. Specifications and Dimensions, CS100, CS150, CS200 and CS250 FIiter Filter Area . 100 ft2 150 ft2 I 200 ft2 250112 Design Flow 1 gpm/112 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 Rate Maximum Flow 1 100 gpm 125 gpm 125 gpm i 25 gpm Six (6) Hour I 36,000 45,000 45,000 45,000 Capacity gallons gallons I gallons gallons 48,000 60,000 60,000 60,000 Eight (8) Hour Capacity gallons gallons gallons gallons Normal Start 6-15 psi 6-15 psi 6-15 psi 6-15 psi Up Pressure T .,.,. Max. Working 50psi Pressure 50psi 50 psi 50 psi Cartridges 1 1 181>" 1 Required I Shipping I 28 1bs. 28 lbs. 34 lbs. I 36 lbs. _..! Weight _, ___ t. Height ("A") 32.4" 32.4" 42.5" 42.5" 2017 Zodiac Pool Systems, Inc. Product Catalog 72 POOL RECIRCUIATION PUMP Zodiac VSSHPZ70DV2A ' I 1----------=:::::,-,__...::,....,._...::,.,,. I ~ ~ ,=S=--,,___ ~ .~ ,------il I ?Ill .tl I• 1d 1'> _ POOLOATA: SHAPE: PERIMETER: WATERLINE TILE: AREA: DEPTHS: VOLUME: LENGTH: WIDTH: ~ 3' 6' DEEP °l Not To Scale ___ .._ __ RECTANGULAR 102 LN FT 102 LN FT 454 SOFT 3'-6" SHALLOW T--0" DEEP 14.200 GALLONS 28'-6" 21'--0" 28' G" SPA FLUSH WITH POOL SPA DATA: SHAPE: PERJMETER: WATER UN E TILE: SPILLWAY TILE: SPA AREA: DEPTH: VOLUME: HEIGHT: LENGTH: WIDTH: POOL RECIRCUIATION FILTER CSF,._"'-lt.-0.-. c,;,oo cs,«> !=» RECTANGULAR 28 LN FT 28 LN FT 8 LN FT 48SQFT 3'--0" DEEP SGOGA!.LONS FLUSH 8'--0" 6'--0" ,_ .... _ --·-=-C:Sc;.,~Fr•f csc...,,.,~ t.sC:..'1"Jow~r.H csc.,, • .._,.F«M :::::-"" :::::-~ ~---100::,.~ Ft 1r.o&1 n 200SQft 250!:IQ.FI RESIDENCE JOB COPY CMP Channel Drain 25506 l EQUIPMENT LIST Recirculation Pump: Zodiac VSSHP270DV2A Main Drain: CMP Channel Drain 25506 Filter: Zodiac CS 200 Chlorinator: Trueclear llk Heat Pump: Zodiac JE3000T Heater: Zodiac JXl400N Natural Gas Pool Controls: IQ904-PS iAqualink bundle kit Blower: 1.5 hp polaris Jandy Zocfiac JXl40DN heater --J~lOOltBTIJtlr;affr ---•J l601('. 8fU HHtci" ~JX:. 400k81U Huie, --J Vfflclflo .. ~ DECK MATERIAL (TBO) l PAVER$ SHOWN POOL BEAM THICKNESS TYPICAL POOL COPING Mi imum i e size a d ve oci Recirculation Pum : > 2" main drain suction @ 41 gpm = 3.99ft/s > 2" skimmer suction line@ 41 gpm = 3.99 ft/s > 1.5" wall return lines@ 41 gpm = 6.63 ft/s > 2" vacuum line@ 41 gpm = 3.99 ft/s > 3" spa main drain suction @ 120 gpm = 5.29 ft/s > 2 .5" spa Jets return @ 120 gpm = 7 .84 ft/s Pressure side of system will not exceed 8 his as designed Suction side of system will not exceed 6 11/s as designed Geoentt Not•Uon; > rebar sizing as !f.hown hen,in -> rebar ASTM A615 Grade 40 >Concroto co~o,-go@rclnforcamont -3 .. in fooling, •2 .. ln all others -> 5k p5I pump grade concrete ready mix > bar ond~ t. @ 40 bar dlemottJrs 6~· -~::oc=• THICKNESS --~I.-ta--POOL STRUCTURE DETAIL ½Jl~1· 12" X 12" FOOTING DETAIL H2"'•1' ..... =====-1 .. ~ l'D ..... QJ 0 llO C ..c E ::J C. May 2021 TDH-1 By Mike Jones at 9:03 am, Aug 05, 2021I ANSI/APSP 5&7, 2013 Specifies three methods for determining the maximum sySlem flow rate. l The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TOH) Calculation Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Re,iuired: 35 gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) (• S;'.la) 1. Calculate Pool Volume ~X~X 7.48 (gal./cubic foot)• 14,700 ~"-"'--' t~~ (VO!iffllln llal0n1I 2. Determine preferred Turnover Time in Hours: *X60 (min/hour)• ~ .. M,J 3. Determine Max Flow Rate 14,700 / 360 + 0 • 60 (VehTllillGMu111,) j!Ll'f'O¥ei!II\Yt~ tf"OOIOO..Ra.-.1 j!yamRa ... ~ 4. Spa Jet$: __ 6 __ X.....1Q..._ GPM per jet• 120 flow rate lnoofJets} Uttflow) fT01111AlflowtAI'-) {Fo, Slns;Je Pump pooVspa combo, u5e the hllht:t or Ho.l or No. 4 In the followlng ukul.ltlons for I.he pool & Spa) Determine Pipe Sizes: Branch Pls:iing to be _3_ mch to keep velocity@ 6 fps max. tlt ~ gpm Milxfmum System Flow Rate Suction Piping to be J__ Inch 1:0 keep <Jeloc:ity @ 6 fps max. at -1.ffi.. gpm Maxfn-,urn S~tem Flow Rat·e Return Pipmg to be _1L inch to ktep velocity@ 8 fps miilX. oll~gpm Maximum S'fJ(em Flow Rate Determine Simplified TDH: 1. Dlstance from l)OOI, to pump in Ft: __ 15 __ 2. frittion Ion fin s.uct]on plpe) in __ ,_ inch pipe per 1 ft. @ gpm.;: ~ 1r,om pipe, How/rrictioo lossch•rtl 3. fi1t1ion Joss lln return pipe] In~ loch pipe per 1 ft.@ gpm •~(from pi~ flOw/friction loss dtart) s. ___ ._o ___ x. __ "'a~a~----___ ., __ l~vl~r,"'~ Flow ;Jnd Friction LoS-s Per Foot [Schtdult 40 ~ Pi~) Velocity-Feet Per Second Pipe 5ite 6 FPS 8 FPS lS' 37 gpm I .08" SO 20m I .l4' 2" 62 gpm I .06' 82 oom l.l O' 2.S" 88 gpm I .OS' 117 2om 1.08' 3" 136 gpm1 .04' 181 gpm 1.01• Selected Pump and Maln Draln Cover: Pump selection Zodiac VSSUl'2100V?A I Pump model ar.o s1.1.e '" HP) TOH in Piping~ Filter loss in TDH (from filter data sheet) __ 2 __ Heater loss in TOH (from heater data sheet) __ •._s_ Total all other losses __ 2 __ Total Dynamic Head ITDH) ~ uslng pump curve for TOH & System Flow Rate Main Drain Cover CJ.IP Channer (S-vsitmflcrw R,He mu.st notexceed appro-.,ed covo, llow r•tes] lll"""'I Notes: Minimum system now based on minimum llow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: ICMd: all th,H •pplyl 0 Q,._ 31 -+-Q ___ Soct:i0nOutlets@l ____ gpmmax.flow(seen0te) □ 0 0 0 ___ Suction OuOet.s@ ____ gpm ma,. now (see note 31 fiJ 32· Channel O~ln @ __ 1_04 __ g_pm w/ __ 2_ ports (see note4J JOB COPY[ REVIEWED TDH Calculation Options (For each Pump) C~kone l!il Simelifiod Total Dynamic Heo<!_(IlQJ:!l Complete STDH Worksheet -FIii in all Blan<s 0 WtlQvnamicJiead Im!!) Comprete Program or other ca1a. Fltl in required blanks on workshaer & auac.hc.d calculallOf'ls 0 Maximum Flow caeacit of the new or rnplacemenr pump Notes: 1. If a variable ~peed pump is used, use. the max pump low in calculations. 2. For side wall dralnsi use appropriate side wall drain flow as published by manufacturer. 3.lnsert manufacturer's name and approved maximum flow. 4, See inst-allation instructions for number of ports to be used. S. In-Floor suction outlet cover/grate mu.st conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval. 6. Pump, Filter, and Heater make and model cannot change, and equipment location cannot be moved closer to the pool without submitting a revised plan and TDH calculation worksheet for approval. Velocity-Feet Per Second Pipe Size 6 FPS 8 FPS l.S" l7gpm1 .08' SO_Kl!_m_1.14' 2" 62 aoml .06' 82 gpm [ .to· 2.5"' 88 gpm I ,OS' 117 gpm 1.081 3" 136~pm1.04' 181P.Pm1.07' Contractors Signature BrtVl.-t ~.-6._ Print Name CenificatJon Number ~7 q-9555 Telephone Number ANSI/ APSP /ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requirement$ Apply ONLY to the Flltration Pump Maximum Filtration Flow Rate Calculations Pool Water Volume14.700 /360 • _~_ gpm•filtration flow rate Is there an Auxiliary load on the nitration pump? Ves 2'__ NO_ 1r so, what is the auxiliary flow rate._!l!L_gpm Maximum Flow Rate~ gpm (maximum au•iliary pool loads. or the filtration flow rate1 whichever is greater. The pool filtration Oow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever ls greater. This means that for pools of less than 13,000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size@ 6 fps __ 3 __ Inch Return pipe size@ 8 rps 2.~ inch Filter Factors: (cartridge .375) or (DE 21 or (Sand 15) Filter Make/Size Jandy Z""'"' CS2'l0 Coirogo. ZOOSF Backwash valve? Ves __ No _x_(ir yes, must be 2 Inch min) Pump Selc:tion from APSP database on Curve A {less than 17000 gallons) or C (greater than 17,000 gallons) (circle one) Model __ zod<_ac_v_s_sH_P2_70_o_v_v. ________ _ Flow Rate (low speed) _,_,_ gpm @ ~ rpm Flow Rate (high speed) ___ill!_ gpm @ __M!!lQ__ rpm Pump Controls Standard time clock/ 2 speed time clock ___ or other _1_ Heater Model Zco,OG JEJOOOT Notes: sucUon piping ·in front of pump inlet must be 4 pipe diameters 1n length. Mu5t have 18" straight pipe after the filter for solar. Swimming Pool Specifications for: Owner: Ben a"O SWXJy Cru,sm~n Address: t 870 Ser,,1'l0te Road City, State, Zip: All•nuo Bonco FL32233 Ell(i!IIE£'~ INFORMATION THIS SHEET HAS BEEN COMPLETED BY ENGINEER AND IS BASED ON IBE DRAWINGS PROVIDED BY THE BUILDER. ENGINEER HAS VERIFIED THE SIMPLE TOTAL DYNAMIC HEAD CALCULATIONS SHOWN THIS SHEET WITH ENGINEER'S POOL CALCULATION PROGRAM. ENGINEER'S CALCULATIONS COVER THE POOL RECIRCULATION, SPA JET FLOW, AND/OR FEATURE FLOWS, FOR SINGLE OR MULTIPLE PUMP SYSTEMS. EACH PROJECT IS ENGINEERED SPECIFIC TO THE POOL SHOWN. ] "'"°"'"" lNGINEOl..C..:UC rN:iE --~ ---·--- POOL21-0028 Comp. By: Date: Public Works Department City of Atlantic Beach Permit No: RES21-003 Address: 1870 Seminole Road Required Storage Volume Criteria: 7/13/2021 JOB COPY Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR/12 Where: which is the Modified Rational Method for estimating stormwater runoff V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1 .0) and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= u tt2 Impervious Area (A) = 3 3 3 ft2 = 36.4% V= 0.92 X 3,313.0 X 9.3 V= 2,362 ft;J Provided Storage: Area 1 -FRONT Area Storage Sideslope: :1 {ft} (ft2) (ft3) 203 176 BOTTOM size: 499 TOB size: Area 2 -FRONT Area Storage {ft! (fr) (tt3) 0 0 BOTTOM size: 0 TOB size: Area 3 -Relative Elev. Area Storage {ft! (ft') (tt3) 0 0 BOTTOM size: 0 0 TOB size: 499.0 ft2 lnground Storage: = A*d/pf Total Storage Area at TOB (A) = Depth to ESHWT from BOTTOM (d) = Pore Factor (pf)= lnground Storage Provided = 0.4 399.2 ft, default is 2.0 ft, verify onsite ESHWT default is 0.4 Required Treatment Volume= Supplied Treatment Volume = 2,362 575 ft3 ft3 ft3 X X X X X X 12 -- 0 Retention 1870 SEMINOLE ROAD (version 2) 7/15/2021 POOL21-0028 By Mike Jones at 8:58 am, Aug 05, 2021 REVIEWED FOR CODE COMPLIANCE 8.5.2021JOB COPY ed 10 9/18 fl!,/>;~·-,. Building Permit ~p~lication REVIEWED . N;, City of Atlantic Beach Bualdmg Department H GHLIGHTED IN GRAY ' 800 Seminole Road, Atlantic Beach, FL 32233 s REQUIRrn Phone: (904) 247-5826 Email: Building-Oept@;-:c:-::0:-::-a~.u;-;::-s-----___;;;___...:._ ____ ....,,,1 JobAddress: \ '6,0 SgMil"tale. RcL AB 3dd33 Permit Number: ________ _ c3D -01-as-aC\t: Scl,\Jl\ffor\nt\l_ka-<\Lo\:IORE# l7aoda -Q5d0 Legal Description ?J..n' Valuation of Work (Replacement Cost) $ 9 \, 4is D 0 Heated/Cooled SF ____ Non-Heated/Cooled ____ _ • "11'" □ dd. · □Alt t· □Repair □Move □Demo □Pool □Window/Door Class of Work: ~ew A 1t1on era 10n • Use of existing/proposed structure(s): □Commercial )gf'Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will treels\ be removed in association with nronosed oroiect? □Yes I must submit seoarate Tree Removal Permit\ □No Describe In detail the type of work to be performed: ("\ e \..,V 5ht5t Crt k, 5 \.,U~ fY\M ~~ p O O l Florida Product Approval# __________________ for multiple products use product approval form Prop · Name City ...L..ll...ll61'..l...i~===-.~C3..~4~--- E-Mail • 0. ~ Owner or Age t (If Agent, Power of Attorney or Agency Letter Required) _:1..Dt.:;\,JJ~.Lt-,0~C ______________ _ Contractor Information :c>.o. w...c,. Name of Companyfu~ P()ol Se.ni <c6 o~ NC>rthfi of' Qualifying Agent ,......;=-t..1...-=::...:....:.....i__,~~~::::..._-=-:::-----==- Address;3l<l rniI~kee. Ave... City~..a...,~F"-+-::=-c......a,;=- Office Phone Y7 C\ -C\ ';555 Job Site Co tact Number....1..,1--=~~....____;_~~=--~__,_,......,'----- State Certification/Registration # c.ft, i ':15 \)75 C\ E-Mail,___::=::!l.~.Ll..1..!!.J.:S~.:.,;;:~-£;::::f.~¥~j,J_.l~.!.....::::::..Jo~+---- Architect Name & Phone # ---,---,..--~-:--=---:--=-----:=-..,....--,----,,--.,.........-;;:r-:-::-r--------=:---::--:-.--:..1"""7-:;:-;-"""--:-- Engineer' s Name & Phone#""" ....:!~~~~::...!...!.~o!::::it:,..!..~.!.......!=~__JU!..:::::LL.?::e..='-.!.l.=..L!...l--L--q..!....::C)~\.(..,_--=-'-=-=-~=3::....,..,_ Workers Compensation lnsurer __ ::..=~"'-<L::.....,.;=-...L...L..J.l~f--l"lc.=.,'-----9 -5-ci l Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO~UR NOTICE OF COMMENCEMENT. ~ ~~~"""-'---W-==--bl:-...~~------(s1gnature of Owner or Agent) (Signature of Contractor) Signed and sworn to (or affirmed) before me this 3__ day of ffi'M1 ,aOc:?l ,by &I'\~ Signed and sworn to (or affir · · day of ~R:<f -~ ff\ Orf ' .;? 0 ( ) Personally Known OR )f<J Produced Identification Type of Identification: (Signature of Notary) ·--~------.-..-..... ...., 6'~'.~4:, DEBORAH l COLLINS . "!' ; ,...,:·.:r:i Notary Public • State of Florid ·,.~WJ:} Commission.# GG 265422 ··1 .. '-!.:, rf..'/ . My Comm. Expires Jan 30, 2021 V-S ~~ "Jatiora • Not~rv As1ri: Personally Known OR Produced Identification e of Identification: (Signature of Notary) POOL21-0028TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Fl 32233 (P) 904-247-5800 SITE INFORMATION FOR INTERNAL OFFICE USE ONLY PERMIT # ______ _ OFFICE COPY ADDRESS \ ~ 7 0 ~ ffi \ r'\ 0 \ <;:_ Q Q\ · ~-\\ov-Yt\'e, B~o.c,h 3c) J ~3 3 SUBDIVISION s~\ v 0,., r:n o,c \ f\0-. RE# _ __.\_7~d::.....:0~ct~0_-~D~3-=·_.l,,d~O~--- APPLICANT INFORMATION NAME B -e o CbctSMM\ ADDREss \ <"67 o SeJn,f) o\e.. R~. CITY M ·\o.r\-~ lC. B-e(\.( h EMAIL 'o "dom,n'no.ro\~ @me..c..cm BLOCK I LOT I O )(RESIDENTIAL 0 COMMERCIAL 0 OTHER STATE PHONE# 513-3,9 did CELL # 5f3-3]9 ~ (e)q E=: L ZIP CODE 3~~ 33 0 OWNER 0 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 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent / ~--J3e (1 L k r , <;; 6 /41/f --=-is[i,....;;;..f-3/~:J ,_ Sl'GNATUREOFAPPUCANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME Signed and sworn before me on this 3 day of rY'\ ~, Be" C.h r,SMC\o 0 . I L Identification verified: __..c...L.r_,,~VL,~-r-....;;.s:;___.._1._.'c_f...:f\....._$:.......,._,e ___________ _ Oath Sworn: D Yes DEBORAH L COLLINS .\ otary Public -State of Florida Notary Signature j Commission # GG 26 54 22 DATE State of £L County of Q \tV Al -' My Comm. Expires jan 30, 2023 nded through National Notary Asm. My Commission expires ----'l.___-__._3<--=0~-~ .... ~,._.3..e._ ___ _ 04 TREE AND VEGETATION AFFIDAVIT 03.0 1.201 8 POOL21-0028 Doc# 2021111871, OR BK 19705 Page 676, Number Pages: 1, Recorded 05/03/2021 03:37 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 JOB COPY NOTICE OF COMMENCEMENT State of f L Tax Polio No. ___________ _ County of ·'"O......,,u"-v--"-o.,'-'-'-\ _____ _ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to cenain real propeny, and in accordance with Section 713 of the Florida Statutes, the following information is stated in _this NOTICE OF cif:.-i~ENC,9-M~-1 l Legal Description of property being improved: ;3b -· o!O D'\ -o> -:;-~ 9 £-::>e~ Vt\ too.r1n11 }A ,:t . L Owner: 0ec, Cbcl'sroo.o Address:ii7O ~rolnok'.,., Rd A+lc»,h'c.. Brn,bA.. Owner's interest in site of the improvement: Gt >:)t:-:QC 3;;) ~3 3 Fee Simple Titleholder(if other than owner): ___________________________ _ Name: _____ ::--------------,.----------------~--- Contractor: · .,. (' \h"c e $ LL--C.. Address: 31 '? M; I IJ-l0-'3\<~ e. Ave-FL 3~0:,3 Telephone No.: _ _,_7_C\_-_~.:.....;;:5"--=5'-5.c.· __ Fax No: __________ _ Surety(ifany) _____________________________________ _ 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 witrun the State of Florida, other than himself. designated by owner upon whom notices or other documents may be served: Name: ____________________________________ _ Addre.5S: ------------------------------------ Telephone No: _________ _ Fax No: ___________ _ In addition to himselt; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 71 3.06(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 (I) year from the date of recording unless a different date is specified):--------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY lLINS Notuy Public · State of Florida c~n,mission # GG 265422 My Comm. fxpiro, J;n 30, 2023 ed th·®'h National ~01ary Assn. ::ac· Date: fl~/ Before me this p) 0 day of AQ,-;1 ;;) D sl l in the County of Duval, State Of Florida, has personally appeared ,,._.&"""",,_,.,..,.c;.""· !..!h.,_,r-:..,,1'5,,,,in,.,,,o,o..,_ ___ ---,,----,-- Not.ary Public at Large, State ofFJorida. County of Duval. ~L f\ cR. r·. t I . My commission expires: \ -3 0 -~ 3 ~ ~i,_:..., Peisonally Known:--=---~~---,---,----------or Produced Identification: rt--Dr,yt-,.__l; L,'oen5e- 33 BOUNDARY SURVEY b ~ -6' 6" O> ~ -::=: -::--. ~ N 0 0 0 0 (./') "? ~ SURVEY NOTES CONCRE IE DRIVE CROSSING INTO R/W ON EASTERLY SIDE OF LOT ,._ ~ THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY B S L • BUILDING SETBACK LINE ~? (..!) zo _,..._ C)a::, ...J~ 5:ii: en 39 7' SURVcYORS CER FlCATE ~ "' ~ IHf~•(IVC[Rltn" Ot,,,T flll~~YSURV!l' A AV£ Al CORRECT REPIIES!:NT/,fl(l'IOF A S\111\'E" PR£PAREO UNOEll II\' OlllfCllOI< HAU) v:TllOVl Al<AuTH!NIC/1! O!llCIR SIG>IATU!IE ,Ml Au't<E~IIC.ITED ELEClROt<C SEAi. OR A AAlSED EI.IIIOSSEO ~Al. ,Ml S•GHAIYRE. KENNETH J OSBORNC J'qQHS!i ~V('r()rj~MNffR-..t•, IMPERVIOUS CALCULATIONS: TOTAL LOT: 9,100 SQ. FT. EXISTING IMPERVIOUS: NEW PAVER DECK/COPING: NEW POOUSPA WATER @ 50%: NEW POOL EQUIP. PAD: TOTAL IMPERVIOUS: ISR: 44.8% 3,386 SQ. FT. 414SQ. FT. 251 SQ. FT. 24SQ. FT. 4,075 SQ. FT. ~ in '" M "' ~ ~ 282' ~ 0 0 283" 0 0 (./') I I '-'~I i5o: I <.>O I I I I I-' U) Im 1:Q SURVEYING,LLC LB 117893 SERVING FLORIDA ;J50N MIUlARY •RAIL SUITE 10 V.1:Sl PALM BEACH. FL 33407 PttONE (5611641>-'800 STATEW1DE l'tlONE (EOOI 2~-7 SlATEWtDE FACSIM LE (IIOOI 74Ml571i WE!ISITE l\l1Jl /.~l/~""'>flil lllli SAFETY BARRIERS: FENCE & WATER ALARMS UP TO POOL SAFETY CODE SCALE: 1/30" = 1' EROSION CONTROL MEASURES (SILT FENCE) AT THE LIMIT OF LAND DISTURBANCE ACTIVITIES TO PREVENT IMPACT TO ADJACENT PROPERTIES. ASTM F2208-08 & UL 2017. SETBACK MEASUREMENTS TAKEN FROM EDGE OF WATER TO PROPERTY LINE. SILT FENCE= X-X-X-X POOL21-0028 ENGINEERING PLAN POOL DATA: SHAPE: PERIMETER: WATERLINE TILE: AREA: DEPTHS: VOLUME: LENGTH: WIDTH: SUN SHELF: STEPS: BENCH: CONCRETE: SPA DATA: SHAPE: PERIMETER: WATERLINE TILE: SPILLWAY TILE: SPA AREA: DEPTH: VOLUME: HEIGHT: LENGTH: WIDTH: BENCH: SPILLWAY: CONCRETE: RECTANGULAR 102 LN FT 102 LN FT 454 SQ FT 3'-6" SHALLOW 7'-0" DEEP 14,200 GALLONS 28'-6" 21'-0" 49 SQ FT 24 SQ FT 4' LONG 22 YARDS RECTANGULAR 28 LN FT 28 LN FT 8 LN FT 48SQ FT 3'-0" DEEP SOOGALLONS FLUSH s·-0·· 6'-0" 18' LONG (2) 24" LONG 4 YARDS TRAVERTINE DECK DATA: DECK AREA: 747 SQ FT POOUSPACOPING: 128 LN FT POOL FITTINGS: 1 CMP SKIMMER 1 CLEANER LINE 3 WAU RETURNS 2 FLOOR RETURNS 3 SAVI NICHLESS COLOR LIGHTS 1 CHANNEL DRAIN SPA FITTINGS: 6 ADJUSTABLE JETS 1 SAVI NICHLESS COLOR LIGHT 1 CHANNEL DRAIN EQUIPMENT: ZODIAC 2.7 HP VARIABLE SPEED PUMP ZODIAC CS 200 FILTER ZODIAC 400K BTU LP GAS HEATER ZODIAC JE3000T 132K ELECTRIC HEAT PUMP TRUECLEAR 11K SALT CHLORINATOR POLARIS 1.S HP AIR BLOWER iAOUALINK AUTOMATION W/ WIRELESS REMOTE 'DUMPSTER & PORT A LET LOCATIONS NOT APPLICABLE• SAFETY BARRIERS: FENCE & WATER ALARMS UP TO POOL SAFETY CODE ASTM F2208--08 & UL 2017. ~-----------,,ROPERTY LINE'----------PROPERTY L1N,i=-----------1>ROPERTY LINE,----------, w z ::i > I--er: w 0. 0 er: w z ::i ~ er: w 0. 0 er: w il w ... I-... ~ z 11,1 ... I-... _, 1" TRAVERTINE PAVER DECKING 'SILT FENCE SITE ACCESS 2" POOL & SPA RETURNS 2" SKIMMER LINE 2" CLEANER LINE LOW VOLTAGE LIGHTING JOB LEGEND CONSTRUCTION CREW PARKING AREA COPY ~E-= NICHLESS COLOR LED LIGHTS a::::::11 = CHANNEL DRAINS IO= WALL RETURNS = CMP SKIMMER ~=CLEANER LINE "'-' = SPA JETS G = FLOOR RETURNS z ::i > ~ w 0. 0 er: w z ::i ~ er: w 0. 0 er: r .., (!) z "" <( N z :I: N ii: C "" 1/) ..J w ii: ~ u. w z :I: 0:: :i a 0 (J <( w > w z ..J UJ ..J .'fiz w <( (J 0 al ii: z (J ~ z <( (/) Si (J <( :I: 0 (/) w i== :;;; ~ I-o6 (/) z ~ :3 0:: I-z 0 J :I: 0 w ,.._ w 00 ~ (J z ID ... (/) " z w 0 z cii in ~ (/) ~ .. 0 w z w w 0:: C ..J:;;; :3 ~o C III C ::::J ll. (/) :I: <( (/) 3/27/2018 Poolguard Alarms -pool alarm, door alarm, gate alarm, pool safety, child safety HOME I CONTACT US I 8W POOLGU.ARO I PRODUCT MANUALS IWAARNHYREGISTRATION OVER Poolguard Alarms: • Pool Alarm -Model PGRM-2 • Pool Alarm -Model PGRM-SB • Gate Alarm Door Alarms -NEW • Door Alarm • DAPT-2 (Sounds in 7 seconds) • Door Alarm • CAPT-WT (Sounds immediately) Other Information: • Contact Us • Buy Poolguard • Product Manuals • News From Poolguard • Warranw. Registration • Model PGRM-2 Installation Video • Model PGRM-SB Installation Video http://www.poolguard .com/inground.asp 30YfARS INTHE sus1NESS1 JOB COPY ' C~I CK+-IERE·TO BUY POO[GUARD ·, INGROUND POOL ALARM -MODEL PGRM-2 @•NSF Certified to ASTM F 2208-08" ~ As Well As the states of CA, CT, FL, and TN • Detects Intruders • Sits on Deck • Battery Powered • Low Battery Indicator • New Sensing Technology • Easy to Use • Completely Portable • Automatic Reset • Affordable Price • Important Safety Feature • In House Remote Receiver • Horns are 85 dB at 10 feet POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, and gate alarms since 1982. All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and "Top Rated" by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms, ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty 1/2 3/27/2018 Poolguard Alarms -pool alarm, door alarm, gate alarm, pool safety, child safety • The Poolguard POOL ALARM, once installed in the pool, cannot be de- JOB COPY activated; it is always in the alarm ready mode. • Tamper Proof: Poolguard POOL ALARM will sound an alarm when removed from the pool. http://www.poolguard.com/inground.asp • Sleep mode: when you would like to use your pool, simply remove the alarm from the pool and put it into sleep mode. • Automatic Wake-up: The Poolguard Pool Alarm will automatically wake up and run a system test when installed into the pool. • The Poolguard Pool Alarm comes with an in-house remote receiver that has a range up to 200 ft ., and comes with a 12 volt power supply. • The Poolguard poolside alarm works on a 9-volt battery (not included); with a battery life of approximately one year. • Audible low battery indicator at the poolside alarm is also indicated by the in house remote receiver. • New sensing technology provides less chance of false alarms due to wind, rain or small objects such as sticks or toys entering the water. • Poolguard Pool Alarms have been tested and comply to the ASTM Standard Specification for Pool Alarms ASTM F2208, in a 16' x 32' pool. Poolguard Alarms can be used in pools up to 20' x 40' or 800 square feet. • The Poolguard Pool Alarm can be used with a solar blanket. • Most reliable, advanced, and affordable alarm available. • Poolguard PGRM-2 is designed to detect intrusions similar to a one year old child }: !!!ground Pool Alarm PDF manual All Producta Proudly CAU. Tlll-FIEE -242-71 3 ~ 2/2 All doors providing direct access from the home to the pool and located within the enclosure/fence, will be equlppe<I with setf-closing, self- latching devices with release mechanisms placed no lower than 54 Inches above the floor or deck as per Florida Building Code Fifth Edition {2014} Residential 4501.17.1.8. Chris May Managing Partner -~ .. ~ SUNSHINEPOOLS JOB COPY https://mail.google.com/maiVu/O?ik=b501421969&view=pt&search=all&permthid:::thread-f%3A 1544382792690932950&simpl=msg..f<',i,3A 1544382792S · · · 218 JE-3000T HEAT PUMP rI' BCIOOT HEAlPUMP Energy efficient pool and spa heating The JE3000T is the most advanced heat pump line available. By absorbing free heat from the air and transferring it to the water, JE3000T heat pumps make the heating process efficient, ecological, and most of all, cost effective. And, with the JE3000TR reversing models, you can even cool your pool during the hot summer months with the in novative Chill mode. » Optional chiller/hot gas defrost. Chill your pool during hot summer nights. » Ultra Efficient Featuring a premium titanium heat exchanger, JE Heat Pumps provide superior hydraulic flow for maximum energy savings. » Superior Control Dual thermostats !pool/spa). Features advanced digital control to enable self diagnostics. multilingual capability. and an auto-heat feature. when used in conjunction with Aqualink~ control systems, to maintain your pool's temperature automatically and efficiently 24 hours per day. JE Series Heat Pumps are iAqualink'" compatible so you can adjust the temperature of your pool or spa from your smart- phone, tablet, or other web-enabled device. !purchased separately) » Versa Plumb~ Ready All JE Heat Pumps are Versa Plumb ready, allowing you to achieve 50% more hydraulic efficiency for maximum energy savings. » Versatile Also available: JE1500T 170,000 BTUI', JE2000T (96,000 BTUI', and JE2500T 1110,000 BTU)'. 3 phase models also available. » Environmentally friendly 1410A refrigerant} ZODIAC® FAMILY OF BRANDS I Heritage of Excellence Zodiac Pool Systems. Inc. I 2620 Commerce Way, Vista, CA 92081 1.800.822. 7933 I jandy.com Zodiac Pool Systems Canada, Inc. 2-3365 Mainway, Burlington, ON L7M 1A6 1.888.647.4004 I jandy.ca JE-300QT HEAT PU JOB COPY i@Wflil _________________ _ ----36'-----l -----43•------< 3.s· MIMl◄i@ff-111 _______________ _ Output• IBTUsl Input• !kW! cop• Output•• (STUs) cop•• Output• .. IBTUsJ copn• Voltage Minimum Circuit Ampacity Max Over Current Protection•0 • LRA RLA Compressor Heat Exchanger Optimal Water Flow IGPH) Minimum Water Flow(GPHI Maximum Water Flow(GPH) Weight libs.) JEJOOOT 132,000 6.34 6.1 127,000 6.0 86,000 4.2 230V/60Hz 41.81 60 185 32.05 Scroll Titanium High Flow 57 20 70 228 JEJOOOTR 130,000 6.34 6.0 127,000 5.9 86,000 4 230V/60Hz 41.81 60 185 32.05 Scroll Titanium High Flow 57 20 70 230 JEJOOOTJ JE3000TR3 132.000 130,000 6.34 6.34 6.1 6.0 127,000 127,000 6 5.9 86,000 86,000 4.2 4 208/230V/60Hz/3 'JJJ8/2':!AN/60Hz/3 33.00 50 164 25.00 Scroll Titanium High Flow 57 20 70 228 33.00 50 164 25.00 Scroll Titanium High Flow 57 20 70 230 • Rated In accordance with AHRI Standard 1160; Test Cond1tion!!l.: so•F Air, 80% RH, SO•f Water "Rated in accordance with AHRI Standard 1160: Test Conditions: 80'FAir. 63% RH, BO•FWater ... Rated in accordance with AHRI Standard 1160: Test Conditions: SO•F Air, 63% RH. BO'FWater •••• Max Over Cor-re-nt Pl"'Otection refers to the maximum breaker size allowed. It this value is nol a standard breaker siz:e, yse the next smallest standard breaker size. The break.er si.z:e must not be smaller 1han the Minimum Circuit Ampacity value C2018 Zodiac Pool Systems LLC. ZODIAC" Isa registered ltademarl< of Zodiac lnternat,onal. S.A.S.U., used undor license. All olher trademarks used heroin are the property ot their res~cllve owners. SL6408 Rev D 0418 VSPHP270AUT/JEP vs V8 Pikmlt> 2.7 lfP V•~ Pump, 2lO VAC, wfo COfttrolfet so -··--17~ fll"t,l -..._ 1;:00 fl/>1,t "---, IQ -~ f.ipi:f-•--.. .. ~~ ...,_~-..... 0 ·~, _··-~--------~---·--------{! 10 ~ ~ ,(JJ !,) f.-0 :o 110 'i<) I~ m 1:0 l;O ,~,) IS<) 1!,J 1;c fl!M' 1101♦, (311/1001 per Mlnuto (OflM) • 230VAC " High H d Pump • One AUXIiiary R lay • 2• x 2.5" Unions tncfuded QI JEP-R Option ----,~JOB COPY ~ VSPHP270DV2A "Ho ANn f<'lr • ~k f-Or salt (b!Mt lfl i!IUl(I 11N239 ' .. Vt; PlusHP 2. 7 HP Variaofo-.Spood P~. 115/230 W,.C, 211/.W. Relaya, w/o Contl'ofkil ,"J ------------------• 115/230 VAC .. Hlah Head Pump • Two Awdlgvy Refar! • Ory Contact Relay Control 'l x 2.5" Unions fndudecf • Zero Clearance TEFC Motor RS485 Quick Connect Port 32" CHANNEL DRAINS CMP# 25506-32X-000* ~ • VGB-2008 .... ~ .. ~-. ... COMPLIANT __,, ""''""" Fbllro,W..1 '-""'= Read an4I keep these instructions for future reference. Always plumb and install all suction fittings according to all building codes that appfy in your area. WARNING: When using two or more suction fittings on a common suction line, suctions must be separated by a minimum of 3 ft or they most be located on two different planes (i.e., one on floor and one on the wall). JOB COPY WARNING: DO OT locate suction outlets on seating areas or on backrests for such seating areas. The maximum flow rating for this suction fitting with the center port plugged and outer ports open is 308 GPM (Floor) and 212 GPM (Wall) when using 2.5" plumbing and 268 GPM (Floor) and 192 GPM (Wall) when using 2• plumbing. The maximum flow rating for this suction fitting with the outer ports plugged and the center port open is 200 GPM (Floor) and 168 GPM (WalO when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (Wall) when using 2" plumbing. This suction fitting is designed for installation on side wall or floor of hot tubs or pools. DO NOT adapt suction fitting to any pipe size smaller than ASTM 2" SCH 40 PVC. Suction fitting and fasteners should be observed for damage or tampering before each use. Missing, broken, or cracked suction fittings shall be replaced before use. Loose suction fittings shall be reattached or replaced before use. Mount suction fittings on the walls, in the foot wells of hot tubs or pools. Do not mount directly under seats. Follow all winterizing instructions and recommendations of your pool and spa professional. Open area of the suction cover is 38.79 in2• Tools Needed: Phillips Head Screwdriver INSTALLATION INSTRUCTIONS 1. Install sump provided or construct sump per ANSI/APSP-16 Figure 2 (see below) 2. If mounting frame is provided, secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump. NOTE: In the event that one suction outlet is completely blocked, the remaining suction outlet(s) serving that system MUST have a flow rating capable of the full flow of the pump(s) for the specific suction system. . NOTE: Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. CAUTION: Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting .. Entrapment against the suction fittings can resu!t in dro~ning or other severe injury. Never sit on or lean up against suction fittings. Never exceed the maximum allowable flow rate stated on the suction frtting. The suction fitting and fasteners should be Inspected for damage or tampering before each use of the facility. Missing, broken, or cr~~ked suction fi:tings ~hall be replaced before using this facility. Loose suction fittmgs shall be reattached or replaced before use of this facility. 'ornm. A C OE!lllW.H011S, (~ o • lnMct di.net~ OI ~Cit.. lbl .U.llli'""1~onti lh°""'".&ft"l!1irrt"-l"~ :::r:~·~·~~•i~•~.~r:'~ 0~1 -=-=-=-=--''----. - -.. ~ Om1n. 8 D fd ,. lwob:A '"' L ... J Gkilo IUQ'Ultd )WTIP <1Wsur•1kl,.. Head Loss Rau/ts may ,a,y • this dara /J p,o,lld«I for ,.,.,.,,a,on/y. l(lP::a:x.:.:10'~) ---------===-..:,__.....;. __ -=:::7 40,- 20 Flow{GPM) 25506-32X-000 Cover 25506-32X-020 Sump 25506-320-010 Plug 25520-050-020 Screw 61008-042-022 Optional Debris Guard 25506-320-030 REPLACEMENT PARTS 25506-32X-1 00 Cover 25506-32X-020 frame 25506-320-110 screw 61008-042·022 Optional Frame Support 2SS20·050-120 Replace all parts within 7 installed years or immediately upon evidence of degradation or damage. • XCAN BE ANY DIGIT 0-9 TO DENOTE COLOR fl · ith a marked flow rate In gallons per minute that WARNING: To reduce the rislc of drowning from hair and body entrap'!'ent, ln~II suction fttthmg~ wl I er breaks, is damaged, or is missing, shut the exceeds the flow rate of your system by at least 25%. Always use multiple suction outlets. I e 1tt ng cov system down immediately. Do not use the system until damaged parts have been replaced. · · d d · t II ti es Persons with long hair should secure hair to a WARNING: Keep hair and clothing a minimum of 12 inches from all suction fittings an rams a 8 m : 1 bathtub Be sure the minimal length or wear swimming cap. Children should never be left una~ended at any time in a swimming poo • spa, or · temperature of the water never exceeds the manufacturer's recommendations. 071lsb CUSTOM MOLDED PRODUCTS j 36 HERRING ROAD, NEWNAN, GA 30265 I WWW.C-M-P.COM Footprint and Dimensions Ct1art JXi · - Natural Gas Pipe Size Requirements Notes: • Numbers are for natural gas (0.65 Sp. Gr.) based on 1/2 inch (3.45 kPa) water column pressure drop. Check supply pressure with a manometer, and local code requirements for varlatlons. • Check supply pressure and local code requirements before proceeding with Installation. • Consider pipe fittings when determining gas pipe sizing. For every elbow used add three (3) feet to straight pipe length. JOB COPY • Table shows the minimum supply gas pipe size required. Larger pipe size can be used If required by local code or if desired. • It Is critical that the Incoming gas supply pressure at the heater is within the maximum and minimum pressure requlremems. If th.a range of acceptable supply pressure Is not provided, the gas supply system to the heater must be modified to meet pressure requirements. di =e & ;. Specifications and Dimensions for JXi Series Heaters tS ... 26.5" (ff7cml EXHAUST SIDE !e:BH::=11. liiiill lliiiiR !e:1111:3 11!!!!:B !E:11 ~~ i-----22.1"~ (56cm) 24.9" (63cm) FRONT 5.1"c-.+----21.6" ----1 (13 cm) {55 cm) "\lefMPlumb• $WNP Elbow Inlet 18.5' f {47cm) 10.13" (26cm) (14~ I NOTE: Dimensions are Identical for ALL heater models *Union nut, cap, and o-rtng provided for w,uNd Inlet. Sweep elbow alao provided. Model 200 260 400 Vent Diameter (Category t) in. cm 6 15 7 18 8 20 Vent Diameter Firing Rate (Category Ill) in. cm BTU/HR kcal 4 10 200,000 50 4 10 260,000 66 4 10 399,000 101 104 ______________ ~2~0~1~7~Z~od~ia~c~P~oo~IS~yst:.;..e_m_s~,1-n_c._Pr_oct_u_ct_ca_ta_1og __ :::c t It i 15 0 I i m· Technical Information, Filters j CS Series Single Element Cartridge Filters JOB CO PY Our CS Filter line utilizes single element cartridges designed to provide the same great filtration as our Large Tank Filter series in a compact body. The cartridge element on the CS Is easily removed making it simple to clean and care for. The CS filter is just over a foot wide, making it the perfect choice for small equipment areas. It is designed for our Versa Plumbe System to easily connect with the rest of your Zodia~ equipment while using minimal space on the equipment pad. The CS filter features easy grip ergonomic handles and extra large drain ports in a small, compact thermoplastic body. Specifications and Dimensions, CS100, CS150, CS200 and CS250 FIiter Filter Area . 100 ft2 150 ft2 I 200 ft2 250112 Design Flow 1 gpm/112 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 Rate Maximum Flow 1 100 gpm 125 gpm 125 gpm i 25 gpm Six (6) Hour I 36,000 45,000 45,000 45,000 Capacity gallons gallons I gallons gallons 48,000 60,000 60,000 60,000 Eight (8) Hour Capacity gallons gallons gallons gallons Normal Start 6-15 psi 6-15 psi 6-15 psi 6-15 psi Up Pressure T .,.,. Max. Working 50psi Pressure 50psi 50 psi 50 psi Cartridges 1 1 181>" 1 Required I Shipping I 28 1bs. 28 lbs. 34 lbs. I 36 lbs. _..! Weight _, ___ t. Height ("A") 32.4" 32.4" 42.5" 42.5" 2017 Zodiac Pool Systems, Inc. Product Catalog 72 By Mike Jones at 12:09 pm, Aug 17, 2021POOL RECIRCULATION PUMP Zodiac VS5HP2700V2A I ;",O,c:c,~ I .. 1-------=::::......,--:::::....-~ J ~ ~ ··~ .--=-I --.. ii If ~ ~l I~ l,l J '1J ... _...., ___ _ POOL DATA; SHAPE: PERIMETER: RECTANGULAR 102 LN FT ... ,,, SPA DATA: SHAPE: PERIMETER: ·~ WATERUNE TILE: 102 LN FT 45'SQFT 3'~"5HA.UOW T--O"DEEP 14:ZOO GAUONS 28'~· WATER UN E TILE: AREA: DEPTHS: VOLUME: LENGTH: WIDTH: ~ 3'6"' DEEP "l Not To Scale 21·--0· 28' 6" SPA FLUSH WITH POOL SPILLWAY TILE: SPA AREA, DEPTH: VOLUME: HEIGKT: LENGTH: WIDTH: .. , POOL RECIRCULATION FILTER cs filw .._. i.-~ =-.~~ ~--•-. -r-+-·~ .. ---;_.,_-~ ----..... _ ---~ =---w ::_..;;;..~-=-c:s,r.o cs,so I CS,00 """" RECTANGULAR 28LNFT 28LN FT 8 LN FT 48SQFT 3'--0"OEEP 500 GALLONS FLUSH a·-0· 6'-0" CSc.ttri.))eFr tOO~J Fl coe .. ~ni.i• tf,(]!lqA CS CrtrOQ• ~r~ 2(10$Q A caca,vu.,.FIWt 250!,q.l'I REVIEWED POOL EQUIPMENT RESIDENCE JOB COPY CMP Channel Drain 25506 T EQUIPMENT LIST Recirculation Pump: Zodiac VSSHP270DV2A Main Drain: CMP Channel Drain 25506 Filter: Zodiac CS 200 Chlorinator: Trueclear llk Heat Pump: Zodiac JE3000T Heater: Zodiac JXl400N Natural Gas Pool Controls: IQ904-PS iAqualink bundle kit Blower: 1.5 h olaris Minimum pipe size and velocjty Recirculation PumQ; > 2" main drain suction @ 41 gpm = 3.99ft/s > 2" skimmer suction line @ 41 gpm = 3.99 ft/s > 1.5" wall return lines@ 41 gpm = 6.63 ft/s > 2" vacuum line@ 41 gpm = 3.99 ft/s > 3" spa main drain suction @ 120 gpm = 5.29 ft/s > 2.5" spa Jets return@ 120 gpm = 7.84 ft/s Pressure side of system will not exceed 8 IVs as designed Suclion side of syslem will not exceed 6 IVs as designed G,neral Notation: > reb•r !Jlzlng as shown herein > rebar ASTM A615 Grade 40 >concroto co W,f9fJO @ rolnforcament -3 .. in footing• •2 ... ln all 0th.rs > 5k p!JI pump grade concrete ready miz > bar tmd!J ,. d @ 40 bar die meters Jandy Zoifoac JXl400N heater --J"'200KBTUHolfr --••J l60IC BTV Hflkr •"' -+--JXl400!(81UHU!er --J Ven,aflo ... 6yp,Hs l· l " § l i· j· ~II --~1 flowfbWf~ TYPICAL POOL COPING (2) I 3 CONT. BOND BEAM 13 REBAR@ 12" OC ; t ;; i I -1 & !A;~O~~:~~.'.'"NUOUS ~ ~ >< (r=·~~:,:,,"~" i ~ THICKNESS r.,--POOL STRUCTURE DETAIL ½"=1' 12'' X 12" FOOTING DETAIL ll2"111• -.!!! ro ..., Q) 0 CIO C .0 E ::J a. May 2021 TDH-1 By Mike Jones at 9:03 am, Aug 05, 2021I ANSI/APSP 5& 7, 2013 Specifies three methods for determining the maximum system flow rate. l The following simplified TDH calculation is one or the methods specified. Simplified Total Dynamic Head (TOH) Calculation Worksheet Determine Ma)(imum System Flow Rate Minimum Flow Rate Re,iuired: 35 gpm per skimmer (required: l skimmer per 800 sq ft of surf. area) (• S;'.la) 1. Calculate Pool Volume ~X~X 7.48 (gal./cubic foot)• 14,700 ~"-""" f~~ (VO!ifflllnllalO~I 2. Determine preferred Turnover Time in Hours: ~X60 (min/hour)• ~ .. M,,J 3. Determine Max Flow Rate 14,700 / 360 + 0 • 60 (VebNillG•Ml jlU'f'O¥tio!in'il-~ tPoolno.tRa.•! !SyamRb#ft&-, 4. Spa Jet5: __ 6 __ x __ 20 __ GPM perjet = 120 flow rate loo of Jet.$} C~t flow) fTCIIII Jin flow Al•) (Fo, $In.git Pump pooVspa combo, ll5e the his.her or No.l or No. 4 In the foClowlng akul.lltlons ror the pool & Spa) Determine Pipe Sizes: eran,h Pls:,ing lo be _3_ ,nch to keep velocity@ 6 fps max. ilt ..1lQ.. gpm Maximum System Flow Rate Suction Piping to be J__ Inch to keep velocity @ 6 fps max. ar -1.fil.. gpm Maximum S~tem Flow Rat·e Retuto Pipmg to be _1L inch to ktep v!:lodtv@ 8 fps max. at ~gpm Maximum System Flow Rate Determine Simplified TOH: 1. Distance from pool, to pump in Ft: __ 15 __ 2. friction Ion fin s.uct]on plpe) in __ ,_ inch pipe per l ft. @ gpm ~ ~ 1r,om pi~ How/rrictioo lossch•rtl 3. Fnction loss 11n return pipe] In~ loch pipe per 1 ft.@ gpm •~(from pi~ flow/friction loss c:hart.) 5. ___ ._o ___ x. __ "'a~a~----___ ,, __ l~vlltmo""' ... Flow and Friction Loss Per Foot [Scht"dult 40 ~ Pipej Velocity-Feet Per Second Pipe 5ite 6 FPS 8 FPS lS' 37 gpm I .08" 50 20m I .l4' 2" 62 gpm I .06' 82 oom l.l O' 2.S" 88 spm 1 .05' 117 •om I .08' 3" 136 gpm1 .04' 181 spm 1.01• Selected Pump and Maln Oraln Cover: Pump selection Zomae vss111>2100V?A I Pump model and s11e 1n HP) TOH in Piping _6_.& __ Filter loss in TOH (from filter data sheet) __ 2 __ Heater loss in TOH (from heater data sheet) __ •._s_ Total all other losses __ 2 __ Total Oynamlc Head ITDH) ~ uslng pump curve for TOH & System Flow Rate Main Drain Cover CUP Chruinal (S-vsitmflow RJle mu.st note•ceed app,o-.,ed cove, flow mes] tmodlll Notes: Minimum system llow based on minimum llow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: ICMdc. all th.alt applyl D o-3' -O ___ Suction Outlets@ ____ gpm max. flow (see note) □ 0 0 0 ___ Suction OuOet.s@ ____ gpm ma,. flow (see note 31 f1l 32· Ch.&nnelOrt1ln @ __ ,.,. __ gpmw/ __ 2_portS(seenote4J JOB COPY[ REVIEWED TDH Calculation Options (For each Pump) C~kone ~ Simplified Total Oynamic.Jie.l.<!.IIl!llil Complete STDH Worksheet -FIii in •II Blanks □ I!ll!I.PYn•mic Mead !IPH) Complete Program or other ca1a. FIU in rcqulrl'd blanks on wo,ksh~r & attac.h.c.d calcula1loris D Maximum Flow Capacity of the new or rcplacemenl 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.lnsert manufacturer's niillme and approved maximum flow. 4. See inst-allatlon instructions for number of ports to be used. S. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI Al 12. 19.8 and be embossed with that edition approval. 6. Pump, Filter, and Heater make and model cannot change, and equipment location cannot be moved closer to the pool without submitting a revised plan and TDH calculation worksheet for approval. Velocity-Feet Per Second Pipe Sl,o 6 FPS 8 FPS I.S" 37gpm1 .08' SO_Kl!_m_t.14' 2" 62 aoml .06' 82 gpm I .10· 2.5"' 88 gpm I ,OS' 117 gpm 1.081 3" 136 iom1 .04' 181 gpm 1 .07' Contractors Signature Brt~-t ~--k Print Name Certification Number ~7 q-9555 Telephone Number ANSI/ APSP /ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requiremenl5 Apply ONLY to the Flltration Pump Maximum Filtration Flow Rate Calculations Pool Water Volume 14.700 /360 • _4_ gpm•filtration flow rate Is there an Auxiliary load on the nitration pump? Ves _><_NO_ If so, what is the auxiliary flow rate~pm Maximum Flow Rate~ gpm (maximum auxiliary pool loads. or the filtration flow rate1 whichever is greater. The pool filtration now rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever 1.$ greater. This means that for pools of less than 13,000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size@ 6 fps __ ) __ Inch Return pipe size@ 8 rps 2.~ inch Filter Factors: (cartridge .375) or (OE 2) or (Sand 15) Filter Make/Size Jandy Z°""" CS2'l0 Cait<llJ'!. ZOOSF Backwash valve? Yes __ No _x_(iryes, must be 2 Inch min) Pump Selction from APSP database on Curve A (Less than 17000 gallons) or C (greater than 17,000 gallons) (circle one) Model __ zod!Ac __ v_s_sH_P2_70_o_V_2A ________ _ Flow Rate (low speed) _•_t_ gpm @ ~ rpm Flow Rate (high speed) --1E![_ gpm @ ___MlQQ__ rpm Pump Controls Standard time dock/ 2 speed lime clock ___ or other _1_ Heater Model Zc<lto< JEJOOJT Notes: suc.Uon piping in front of pump inlet must be 4 pipe diameters 1n length. Must have 18" straight pipe after the filter for solar. Swimming Pool Specifications for: Address: , 970 SetTI1'lllle Road City. State, Zip: Altanvo lloach FL 32233 EHG!ltEE~ INFORMATION THIS SHEET HAS BEEN COMPLETED BY ENGINEER ANO IS BASED ON THE DRAWINGS PROVIDED BY THE BUILDER. ENGINEER HAS VERIFIED THE SIMPLE TOTAL DYNAMIC HEAD CALCULATIONS SHOWN TlilS SHEET WITH ENGINEER'S POOL CALCULATION PROGRAM. ENGINEER'S CALCULATIONS COVER THE POOL RECIRCULATION, SPA JET FLOW, AND/OR FEATURE FLOWS, FOR SINGLE OR MULTIPLE PUMP SYSTEMS. EACH PROJECT IS ENGINEERED SPECIFIC TO TliE POOL SHOWN. -1./:'[_ 'f40TUtl&lff~EOu,l.t. fC(llitlt(;ttR 7~ 1l£CH.C\.ulf.D I01 ·• ·.w-.rsro1111~ALI.U!11t'"}o(t..c"""" ........ 'G'SClli..."t"°'\lmn:Anc»i ] ».tt1,.0 TDH-2 POOL21-0028 Comp. By: Date: Public Works Department City of Atlantic Beach Permit No: RES21-003 Address: 1870 Seminole Road Required Storage Volume Criteria: 7/13/2021 JOB COPY Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR/12 Where: which is the Modified Rational Method for estimating stormwater runoff V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1 .0) and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= u tt2 Impervious Area (A) = 3 3 3 ft2 = 36.4% V= 0.92 X 3,313.0 X 9.3 V= 2,362 ft;J Provided Storage: Area 1 -FRONT Area Storage Sideslope: :1 {ft} (ft2) (ft3) 203 176 BOTTOM size: 499 TOB size: Area 2 -FRONT Area Storage {ft! (fr) (tt3) 0 0 BOTTOM size: 0 TOB size: Area 3 -Relative Elev. Area Storage {ft! (ft') (tt3) 0 0 BOTTOM size: 0 0 TOB size: 499.0 ft2 lnground Storage: = A*d/pf Total Storage Area at TOB (A) = Depth to ESHWT from BOTTOM (d) = Pore Factor (pf)= lnground Storage Provided = 0.4 399.2 ft, default is 2.0 ft, verify onsite ESHWT default is 0.4 Required Treatment Volume= Supplied Treatment Volume = 2,362 575 ft3 ft3 ft3 X X X X X X 12 -- 0 Retention 1870 SEMINOLE ROAD (version 2) 7/15/2021