The URL can be used to link to this page

Home My WebLink AboutSurvey and Engineering0D Kf. A +jabs 3SGa LFO N4 QQ `V Gai 33 .fGf M X 1Ai6 er1-lr ieA I�T�ii da%fl `� ✓/� %Gtr ooc,( e r i Proposed pool and patio I t 7-10 N A.9' h / S; OAIY ,Qc 1l'o' 4leer G px y ',OA{Id6 I/o/ ?/ Rf[Q/ccs Ga 4143 I 4=vr Alc Via' k ; 93So• o v • /:3e�141 MIN, SETBACK REQ. SIDES CNR ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER,,.iAN THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. SURVEYOR NOTES ABACUS LAND SURVEYORS, INC. SETS A STANDARD MARKER ➢F A )/P' IRON RDD AND A CAP MARKED ILE 7025 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID CORNER IS SHOWN AS • 0 AND FIELD SURVEYED ON. e e �� BASIS OF BEARINGS/NALES BEING THE 6144 / A rx LINE OF / rl'1I.I4A &&X& PER RECORD PLAT, OR ASSUMED AS SHOWN. AltrV1ATtONS, PD. • FOUND E/P • EDGE Or PAVEMENT <R) RADIAL -///- • OVERHEAD UTILITY <G •CALCULATED N.M. O - WATER METER (M) • MEASURED e . ROVER POLE (D) • DEED OR DESCRIPTION U.P. ®+ UTILITY PEDESTAL (UN -R) + UNREADABLE • WELL I.R.C. a IRON ROD S CAP OR - SATELLITE DISH I.P.C. • IRDN PIPE 6 CAP C + CENTERLINE CM + CONCRETE MONUMENTA + DELTA P.C. • POINT Or CURVATURE L + LENGTH P.T. + POINT OF IANGENCI R RADIUS P, R.D. - POINT OF REVERSE NLD/T NAIL 6 DISC/lAB P.C.C. + POINT OF COMPOUND R/W + RIGHI-OF-WAY CURVATURE ®• ELECTRICAL TRANSFORMER P.C.P. + PERMANENT CONTROL POINT D./U.E. • DRAINAGE WOR UTILITY EASEMENT MICHAEL R.-LAWSON DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT -Or -WAY, SETBACKS, RESERVATION, RESTRICTION, DR SIMILAR NATTERS NOT SHOWN DR REFERRED TO ON THE FLAT, DR PHYSICALLY VSISEE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT or ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY, THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, SLAB. AND/oR FDUNDAT1ONS, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. LEGAL DESCRIPTION PROVIDED BY CLIENT, THIS SURVEY IS FOR THE USE DF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON,AND NO OTHERS. OWNERSHIP OF FENCES UNKNOWN. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) rLDCD ]NSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ?ONE 'X COMMUNITY PANEL R ,_ DATED BASE ELEVATION LEGAL DESCRIPTION BOUNDARY SURVEY LOT 3z BLOCK OF �m�ilL Co JL ,8��fc�f PREPARED FOR SCOT-ia,� lt�C ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK// AT GJ ESTy�A /�rp/,'TG/�Ct' <'d i/° PAGE 3o, 7-d/I.564 OF THE PUBLIC &4,00 41,4414 7-17Z,-'---,: /.vc• RECORDS REVISIONS OF COUNTY, FLA. DGU /(6A)441C 6%V?&J,QC 7/TL4'�/�J3dfi>rtk� CEt SURVEYOR' SI. 4ERTIFICATE ABACUS LAND SURVEYORS, INC. I HEREBY CERTIFY TO THE BES'- OF MY BELIEF THAT 389 S.E. GASPARILLA AVE. THIS SURVEY 'S TRUE ANT) ACCURATE, SUBJECT TO ALL NOTES AND NOTATIONS `'.HOVWN HEREON. PORT ST. LUCIF, FLORIDA 34983 (772) 336-9931 1 LB 7025 3C/S SCALE / ~ 26JOB NO ✓S' /EPB DATE I F.B. �y PAGE I& C 13 Sun she f B"deep 3'deep I1'rlse LEU light THESE PLANS AND ALL PROPOSED WORK 7. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ` �, MAYBE NECESSARY IN.ORDER TO 'i COMPLY WITH ALL APPLICABLE CODES. Concrete Filter Pad Not more than 20' no less than 6' from pool Pool control panel ST.AC7t�L1-VRLr(1111TNGDMSION ins a ea l 11 EVIP1� t1) FOR C . IPLIANCE (,k Existing inf-nt of 1Lt P'ILd� rf'}I]B •' i WV'1 FI WP Pool panel DATE 7r`llI `1 C1-.- NS AND P _ 111T MUST BE KEPT ON JOB NC LNSPECTION )FILL BE M-'4DE. Residence SCALE: 1/8" =1' - Pool and spa to be in accordance with FBC 2014 residential code chapter 45 Install pool/spa per ANSI 3,5,7 and 15 Adams Consulting & Design Inc. Pool Size: 13'x 24' �+ Designed Chandler Residence for: R 12805 79th St Depth: 3'to5' 6" 18" Skimmer 7205 Elyse circle Area: 312 sq. ft. Rockscapes Phone: 772 519 0772 Perimeter: 84' 13'x24' S'6"deeplE,b" Fellsmere,FLorida 32948 Coping: Brick pavers Custom pool Fax: 772 4612786 Lights: 2 LED Fax (772) 489-3035 N Filter: Cartridge LEU light la Pump: Pentair varible speed Swim out 8deep a " Pool Coating: Gem Stone la" vac Pooid in z" Deck type: Pavers Area: 969 sq ft an- Drain: Deck o drain Termite treat Automatic Cleaner line Concrete Filter Pad Not more than 20' no less than 6' from pool Pool control panel ST.AC7t�L1-VRLr(1111TNGDMSION ins a ea l 11 EVIP1� t1) FOR C . IPLIANCE (,k Existing inf-nt of 1Lt P'ILd� rf'}I]B •' i WV'1 FI WP Pool panel DATE 7r`llI `1 C1-.- NS AND P _ 111T MUST BE KEPT ON JOB NC LNSPECTION )FILL BE M-'4DE. Residence SCALE: 1/8" =1' - Pool and spa to be in accordance with FBC 2014 residential code chapter 45 Install pool/spa per ANSI 3,5,7 and 15 Adams Consulting & Design Inc. Surfside dan e] 78@ mail.com Y I g Designed Chandler Residence for: Engineer: Harvey E. Koehnen, Professional Engineer PE -32834 12805 79th St S(�' S 7205 Elyse circle Rockscapes Phone: 772 519 0772 265 Bermuda Beach Drive Port Saint Lucie, Fl. 34952 Fellsmere,FLorida 32948 Fax: 772 4612786 Fort Pierce, Fl. Fax (772) 489-3035 Em aRiXrgNrlYlf@ nnPnn+raoxeaw elmPnnN4e.�+w.sawAlry xn.ieasnw.a-oce. �.>�ca/.Yos=C'�wsns.r TRSKYx_61JOrPESICINW RR1Mm.� M+.rnllea®w MwwSvroseea WeavoaY11s�500 G :PO= F�S Ytr -- LON4m.W WM-'POoL.56CTON NOTE: Pipe Size OtlT51PE ANGL6 OF REP056 I 6'ANP fttxTFlEz 21 gpm 0.23' 4' THICK WALLS W/ #3'5 y e e @:M' O.C. eA. WAY Fy 62 gpm 0.21' ? m 3'-S= ,G S TD W THICK WALLS W/AbDT L 146 gpm 0.13' 12' O.C. EA. WAY 181 gpm 0.07' Oax '. P 4" is' TO B' THICK WALLS W/ ADPT'L 392 gpm 0.07' O'S @ 12' O.C. F.A. WAY 712 gpm 0.03' ANCrLE OF Fmp0.SE v.•1e as �aP96`9 vys seNu u• chatv.el P.aW. Mexflow PPerseo. e h'4 SL.9kC .p duel ctdtet tatgamW.x1 PCY iaC.41M.6.6 FOOL_ MAIN D"N Per -AIL v p ANcGt5cPRSRiSE Flow and Friction Loss Per Foot Schedule 40 P.V.0 Velocity - Feet Per Second Pipe Size 8 fpc 10 fps 1" 21 gpm 0.23' 26 gpm 0.35' Pool Information 50 gpm 0.14' 62 gpm 0.21' 2" 82 gpm 0.10' 103 gpm 0.16' 2.5" 117 gpm 0.09' 146 gpm 0.13' 3" 181 gpm 0.07' 227 gpm 0.10' 4" 313 gpm 0.05' 392 gpm 0.07' 6" 712 gpm 0.03' 1 WabMwarwas TDF/u^RJYxV wsnh.evac M e5,lwhaq TO FRa.FTRN1 W. m.v a. ° �O 3x4'xf2Namro ": .. taam.nFcaticw 4'x9 Rywcws'oo16K To be installed on the filter pump for a final inspection Pressure guage (D. Vacuum guage & Pool one pump System Pool equtpw.er.t to 4 bolted pa.+aufzuas spas. w= salts Filtration pump AesscoeE4+wa • > > WMrrsns Yl C w live La"GiM ro as 4 XRhR M.S. 6 _ Pxo RC.6v Cp.1 FA•6" - -- lteamH¢m Suggested Minimum Pipe Sizes: Low speed poral and Spa" 1/ea' Bremst Piping: 1.5 In 3MrvAme nxiu.ass Pool Information yss®uoc.xway Flow Rate: 36 GPM Total Piping Lengths: 4'1MPx Suction Lill 0 FI treed side: sp Ft Pea:'MMaCo.all ora anus �>F l�raaAss«+«I R�enVr no 14>� Maximum Pipe Velocity Allowed: Piping Sizes: V. C Totww Qwritlly Branch Piping: 6 Ft15e0 Discharge Piping: 2.052 In Cr/AVL ��RPbA 1 (nod lnoudtrg temps a varves) Mwpaw§ into piping: 1.31 Ft 1 AmarApx ilre Aa `S�Gy mva�rtas o ea Main Drain w41.,n..»awtm 1 Results: Your TDH Calculation PXC �,3`�V.61rRiNrly�e 1.01 ee 1 oP fO �� wesaPrie.l i m Piping Nor E.' 11Dcya55i1114X WH(LS[.cvE 0)} ) Tbpicat WALL g Floor Sectioln / Weu Fount Pool one pump System Pool equtpw.er.t to 4 bolted pa.+aufzuas spas. w= salts Filtration pump AesscoeE4+wa • > > WMrrsns Yl C w live La"GiM ro as 4 XRhR M.S. 6 _ Pxo T -H Calculator 'P' Pentair water Suggested Minimum Pipe Sizes: Low speed poral and Spa" 4u�nabx..estz Bremst Piping: 1.5 In Your Head Loss: Pool Information yss®uoc.xway Flow Rate: 36 GPM Total Piping Lengths: Components Suction Lill 0 FI treed side: sp Ft Pea:'MMaCo.all ora Discharge Side: 80 Ft l�raaAss«+«I Head Loss at FOr: 265 Bermuda Beach Drive Maximum Pipe Velocity Allowed: Piping Sizes: Maximum Flow Rate (consult your local code: Intel Piping: 2.052 In Qwritlly Branch Piping: 6 Ft15e0 Discharge Piping: 2.052 In System Head Pressure Curve Inlet Piping: 8 FVSW Disewrge Piping-. 10 FVSac Piping Head Lose at 36.000atiMin: 1 (nod lnoudtrg temps a varves) 7 x 2.6' 3 way valve into piping: 1.31 Ft 1 Discharge Piping: 1.31 F1 Aa For advanced pools that contain multiple suctions. this program may be xvs > inaccurate. ConsuM a hydraulics engineer This program is for single pump Main Drain sytems with a single body of water. 1 Results: Your TDH Calculation R-1SH.RCtygtxNRNp 8-tWa§ WrSmMet c-PxtRrtnwt __-•-s I r It J l ar15yVKKAa.T.w.hv,2R1+4a ffl OP2wryVrua 2011 VGB Pool Entrapment Requirements APSP-5 and 7 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _12_x _26_ Ft 4.5_ x 7.48 (gal/ Ft) = _10,501-gaL (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: _10,501,gal_ / _401_ = _36 gpm_+ = 36 gpm_ (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be _2'_ inch to keep velocity, @ 8 fps max, at _62_ gpm Maximum System Flow Rate. Return Piping to be 1.5"_ inch to keep velocity @10 fps max. at,52_ gpm Maximum System Flow Rate. 2011 Pool Pump 1 Energy Efficiency Requirements APSP-15 Pod Pump Controller. Time Clock Set to run daily @ 36 gpm for 336 Min. to achieve one complete tum over In less than 12 hrs max. Minium run time of 240 mins. 8,640 gal. / 36gpm = 240 min. Pool Filter 8,640 /240 min. 1.375 = 96 fitter's min sq. ft. Pump selection: (StaRfte%h.p. 2 spill) using TDH & Calculator ( see attached form) _0 06 0 OJ5hp, E-. Full Rated, Law Clean System Destred Operapon Point 10 20 30 40 Suggested Minimum Pipe Sizes: Flow Rate: 38.00 GaVMin Bremst Piping: 1.5 In Your Head Loss: 10.70 Ft Inlet Piping: 1.5 In Maximum Flan Rate Components Discharge Piping: 1.5 in M Maximum RPM: 36.65 GaVMin Surfside RoCksCapes Head Loss at FOr: 265 Bermuda Beach Drive Hood Lon at Maximum Flow Rate 11.10 Ft Qwritlly 34,000aVMm System Head Pressure Curve _0 06 0 OJ5hp, E-. Full Rated, Law Clean System Destred Operapon Point 10 20 30 40 50 Vix metric Flay Rata (GPM) Adams Consulting & Design, Inc. Designed by: Selected Components danyelj78@gmail.com Components Engineer: Harvey E. Koehne t 12805 79th Street Frank Adams 2/20 2017 Surfside RoCksCapes Phone: 772 519 0772 FOr: 265 Bermuda Beach Drive Hood Lon at _ Name Qwritlly 34,000aVMm 320 chlorinator 1.5 Fax (772) 489-3035 1 0.81 7 x 2.6' 3 way valve 1 0.10 2'x2.6"2way valve 0 0.00 Main Drain 1 0.39 PXC 1 1.01 1 Inch Retum 1 3.38 SMmmer 2" 1 -0.29 Piping Intel Discharge Head Loss iat Name Quantity Qw 90 degree el bow 8 12 2.49 Tea Ttwtgh 0 2 0.18 0heekvalve 0 0 0.00 Pumps Name Quantity a75hp. E-. Ftdl Rated, Low S��eeMe�d 1 (012530) Pentair Whisperfine . it Foot awd spa to be LH, accordawoe with Fgo 2014 resLdewtLat code chapter 4.5with 20:L4 aHLeH4lIMeNtS A&- .' - JENNEENE Adams Consulting & Design, Inc. Designed by: danyelj78@gmail.com Designed Chandler Residence Engineer: Harvey E. Koehne t 12805 79th Street Frank Adams 2/20 2017 Surfside RoCksCapes Phone: 772 519 0772 FOr: 265 Bermuda Beach Drive Professional Engineer PE -32831 lElyse circle /� port Sainain t Lucie,F1.34952 Fellsmere„Florida 332948 Fax: 772 4612786 Fax (772) 489-3035 Fort Pierce, FI. A&- .' - JENNEENE