1870 Seminole Road POOL21-0028 REVISION 8-13-21_1By 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
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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
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8/13/2021
Retention 1870 SEMINOLE ROAD 8/13/2021
By Toni Gindlesperger at 4:08 pm, Aug 13, 2021
OFFICE COPY
[ RECEIVED l
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