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Home My WebLink AboutPROJECT INFORMATIONSCANNED BY St Lucie County ON a l O" I JOZ n !I WORK TH Nr )DES, Adams Consulting & Design Inc. 12805 79th St sz�R�s Surfside danyelj78@gmail.com Phone: 772 519 0772 Designed Carter Residence for: 5610 Smith Lane SoutheastBuildingEngineers Scott R. Sanders PE-64781 5911 Pescara Rockscapes Fellsmere,FLorida 32948 Fax: 772 461 2786 White City, Florida Pace, Ff. 32571 Fax (772) M-9086 dG L I 30' I I IMPORTANiNOTE ----- ---- -----WAiERLIE----- -------------- --- --- .--- .----------- .-. ---- ' NODMNGBOARDNvNODMNG6 SOS: 18" (i) ROW OF6"TILE N1nw®iIANY PooLuss7mEr-0" DEEP MNMUMTWAD10' 3' 12" A DSPEGIVALLYDE9(ZIEDFORDMN&THIS MA1cnAiIMRt�t12" _ 12" VMNRCOR 5' POOLS NOiDESMEDFOR DMNG • THov'ES La4m DPN1POOLSB loN Single Channel dual outlet PerFRC410L6.6 QMFM e'1FE Sun — _ — HVETFUMED W.T e'MMRDea GtMEra L%M Tiara #M@2rQCGLWfiY sma (aftwome-DP NMRIM ,E W� 010AOWt MEM GaaE&Wei q^,;,,st @SYOGAs9waQ FMFLWRW 7b MWDIMN& r'� AmarAur RMv r,.t. �a, TbWalfUNI'leE Au ViAODR MRM Icn, .-- t 71 . .�- hP ema o See main darn detail for l D 'f main drain details Typical Wall & Roar Section/ Well Paint Notes - - -- -- -- -- Pressure gauge patio Li U rWaterline Pressure reading (psi) x 2.31 = ft. of head I �• ® - n• Return ban 2' 2" Vacuum gauge N g seat with edge the Vacuum reading (hg) x 1.13 = ft. of head Return piping To Vacuum head + Pressure = Total Pump dynamic head ��• Max flow B' per sec. ��+�++� These gauges must be installed on the pump Swim out Detail SKIMMER DETAILS VGB series 3r Channel Drain for final pool Inspection No sole Pool equlpmentto be bolted per maufacures specs. • bolls (2iR6DUOWIS CONCRETE DECK PMMGWE • • TOP OF POOL BEAM A `� c try@aac Ra ��Wa< WATERLINE D pool patio and equipment to be in accordance with FBC 2017 PIPE Le4mHTo E and requirements of FBC Ch 4; 454 TbF5a8dRW BE 2 X PIPE DU. FXiSIlNG RFSIDEtrrl SU1B Y\ti.-�}k �;'. B-Ffw&IIaSBW6t F�WALL n oG va° e a oa C4=FknR All bonding and electrical noted Ionia separate sheet. To be Fam ° a rx4"x17NVEpM POOLSTEPS e � current with all codHaum es +° ~ BOMFOOTOLVA MNMN9S C23 31AWANVADNE 4xe " anF„�� i� z z 2 2 2 4 z�va>E Insta pool spa perAN51 3,5,7, Pool and Spa one pump System 15 and 16 SH=Ne DErAlL g" PLUMBING DIAGRAM NOTE: OurSmE ANGrE OF REPOSE 6' AND FMM 4" THO: WALLS W/ #3'S yi @ 12" O.C. FA. WAY Fy 3'- 6'- 6'114= WALLS W/ o A31s @ 12" O.C. EA WAY 0`-3'-8"THXWALLSW/ 413's @ 12' O.C. EA. WAY I*--•�Rawawru. co, • � � MiiE6Rafff Excavation Into the angle of repose is allowable provided: "Shoring is installed at excavation and shoring should be sufficient to secure soils from erosion or settlement *No undermining occurs or engineer approved if Amu OF REPOSE any does. `Compaction test of the backfilled material are provided prior to the pouring of the patio. Poured min. 2,500 ps.L concrete patio with fiber mesh 245 or2-A3 Reber Ifthislob has a screen enclosure refer to the engineering forthe screenroom Typical footing detail No scale Filter make Pentalr Size CC 150 Total H.P. = H.P. x service factor 1 K.P. or more must be 2 speed or variable speed Filter min. area based on a 12 hour turnover of pool gallons / 36 = Flow rate Pool filter = /gal. 13,464 / 36 g.p.m. / .375 = 96 Time controller make Pentair Model With pump Cotroller to operate min. of 2 speeds. The high speed limited to one 24 hr. or less cycle Flow and Friction Loss Per Foot Schedule 40 P.V.C. Velocity — Feet Per Second Pipe Size 8 fps Suction 10 fps Return 1" 21 gpm 0.23' 26 gpm 0.35' 50 gpm 0.14' 62 gpm 0.21' 2" 82 gpm 0.10' 117 gpm 0.09' 103 gpm 0.16' 2.5" 146 gpm 0.13' 3" 181 gpm 0.07' 227 gpm 0.10' 4" 313 gpm 0.05' 392 gpm r77F71 712 gpm 0.03' 2011 VGB Pool Entrapment Requirements APSP;S and-7— - -- -- — -- - - -- -- - Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _15_ x __30'_ Ft4_ x 7.48 (gal/ Ft) = _13,464_gal_ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: _13,464-ga1_ / _374_ = _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 _82_ gpm Maximum System Flow Rate. Return Piping to be _2"_ inch to keep velocity @10 fps max at _103_ gpm Maximum System Flow Rate. 2011 Pool Pump I Energy Efficiency Requirements APSP-15 Pool Pump Controller: Time Clock Set to run daily @ 36 gpm for 374 Min. to achieve one complete tum over in less than 12 his max. Minlum run time of 374 mins.13,464 gal. / 36gpm = 374 min. Pool Filter 13,464 /374 min. / .375 = 96 filter's min sq. fl. Pump selection: (Pentair 3050) using TDH & Calculator ( see attached form) 0ZrM Aft PY Adams Consulting & Design, Inc. Designed for: Carter Residence Southeast Building Engineers danyelj78@gmail.com Surfside Scott R. Sanders PE-64781 12805 79th Street S61 Phone: 772 519 0772 5610 Smith Lane Rockscapes 5911 Pescara 32571 � Fellsmere, FLarida 332948 Fax: 772 4612786 White C'Ity, Florida Pace, FI.32571 IT— 19 n% 9 A f1- S Ir o- LEGEND low CONC CONCRETE ACCMP ASPHALT COATED CORRUGATED METAL PIPE C/L CENTERLINE NGVD NATIONAL GEODETIC VERTICAL DATUM OF 1929 PB PLAT BOOK PU&DE PUBLIC UTILITIES & DRAINAGE EASEMENT EOP EDGE OF PAVEMENT NAVD NORTH AMERICAN VERTICAL DATUM OF 1988 ORB OFFICIAL RECORD BOOK xm INDICATES PROPOSED GRADE (BY CLIENT) PG PAGE PLS PROFESSIONAL LAND SURVEYOR RIGHT OF WAY RLS REGISTERED LAND SURVEYOR RcW POWER POLE EL ELEVATION (VERTICAL CONTROL) -OH- OVERHEAD WIRES BSL BUILDING SETBACK LINE O CORNER MARKER RECOVERED POC POINT OF COMMENCEMENT • CORNER MARKER SET POB POINT OF BEGINNING PCP PERMANENT CONTROL POINT BM BENCH MARK PC POINT OF CURVE CB CONCRETE BLOCK PT POINT OF TANGENCY - CM CONCRETE MONUMENT PRC POINT OF REVERSE CURVE FF FINISH FLOOR PCC POINT OF COMPOUND CURVE FND FOUND PI POINT OF INTERSECTION IP IRON PIPE INDICATES RECORD DATA IR IRON ROD z00) INDICATES GROUND ELEVATION ID IDENTIFICATION ==:> INDICATES SURFACE WATER FLOW LB LICENSED BUSINESS A INDICATES NAIL OR NAIL AND DISK L LENGTH OF ARC CLF CHAIN LINK FENCE M MEASURED WF WOOD FENCE R RADIUS OF CURVE WWF WOVE WIRE FENCE RGE RANGE WM WATER METER SEC. SECTION SS ` SANITARY SEWER TWP. TOWNSHIP UB UTILITY BOX COV COVERED LP LIGHT POLE INT INTERSECTION S/W SIDEWALK A/C AIR CONDITIONER N/D NAIL AND DISK NOTES: 1. THE LANDS SURVEYED LIE WITHIN FLOOD ZONE X, PER FLOOD INSURANCE RATE MAP NO. 12111C, COMMUNITY PANEL 0277J, DATED FEBRUARY 16, 2012 THIS LOCATION IS BASED ON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. FINAL LOCATION AND FLOOD ZONE DETERMINATION REST WITH SAID AGENCY. THIS SURVEYOR ASSUMES NO RESPONSIBILITY FOR SAID LOCATION AND DETERMINATION. 2. THERE MAY -OR MAY NOT BE RECORDED OR UNRECORDED RIGHTS OF WAY RESERVATIONS OR RESTRICTIONS AFFECTING THE LANDS SURVEYED. 3. UNLESS SHOWN OTHERWISE, THERE ARE NO ENCROACHMENTS, GAPS OR OVERLAPS. FENCE OWNERSHIP, IF ANY IS NOT KNOWN, FOUNDATIONS BENEATH THE SURFACE ARE NOT LOCATED. 4. UNLESS SHOWN OTHERWISE, DIMENSIONS AND DIRECTIONS SHOWN ARE FIELD MEASURED AND ARE THE SAME AS RECORD DATA. 5. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 6. THIS SURVEY WAS MADE FOR THE PURPOSE DESCRIBED, AND SHALL BE USED FOR NO OTHER PURPOSE WHATSOEVER. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY ANY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OT THE SIGNING PARTY OR PARTIES. 7. BEARINGS REFER TO THE LINE INDICATED BASED ON RECORD INFORMATION OBTAINED FROM PLAT OR DEED. B. ELEVATIONS INDICATED HEREON ARE IN FEET AND DECIMALS, BASED ON THE PROJECT BENCHMARK DATUM AS SHOWN. PROJECT BENCHMARK ELEVATIONS ESTABLISHED BASED ON A LEVEL LOOP BENCH RUN REFERENCED TO DESCRIBED CONTROL MONUMENT. -9.-THIS-SURVE-Y- WAS-P-REP_ARED-FRQM--THE- iVAILABLE-DATA_BASED ON THE DESCRIPTION PROVIDED BY THE CLIENT. THE UNDERSIGNED SURVEYOR DID NOT CONDUCT A TITLE SEARCH AND DID NOT RECEIVE ATTORNEYS TITLE OPINION, UNLESS OTHERWISE NOTED HEREON. LANDS DESCRIBED AND GRAPHICALLY SHOWN ON THIS SURVEY WERE NOT ABSTRACTED FOR ANY ENCUMBRANCES WHATSOEVER. SURVEY AND DRAWING IS THE PROFESSIONAL STATEMENT OF THE SIGNING SURVEYOR, BASED ON FIELD AND DOCUMENTARY EVIDENCE. 10. THIS SURVEY AND DRAWING IS MADE TO COMPLY WITH THE STATE OF FLORIDA "STANDARDS OF PRACTICE, PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE".. THIS SURVEY IS CERTIFIED TO AND SPECIFICALLY MADE FOR PATRICIA CARTER DESCRIPTION SET 1/2" REBAR (LB 7864) FOUND 5/8" REBAR (NO IDENTIFICATION) 1.14' N. OF CORNER OLIVE STREET —�/W LINE FOUND 5/8" REBAR 3 (NO IDENTIFICATION) oco BASIS OF BEARING ^ oI WHITE CITY PLAZA o ^I (ASSUMED) In LOT 1 BLOCK B I LOTS 5,6,7&8, BLOCK B, WHITE CITY PLAZA, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 20, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LOT 2 BLOCK B (12 .00) S89'31'15"E n 10.1 Q W zo W J _j U N W 0 F-- LiZ to o�U W UUj U W afoEL to F- u± a: 32.7 CONCRETE DRIVE > U N 00 N a SHED --- - -FENCE-- t JOB No. N LOT 3 BLOCK B I LOT 4 BLOCK B FOUND 5/8" REBAR (NO IDENTIFICATION) (120.00) 1.17' N. OF CORNER O TOY.. rn 54.1 0 I O I 0 co V 0 N f'- W3 — — — — — — — — — cozi co o �d mIm nita CON /\(J F--IF- C f'AD 00 I I I 240.18 FOUND 5/8" REBAR 120:0( -H (NO IDENTIFICATION) C/L TUMELO STREET 50' WIDE PUBLIC R/W (NOT IMPROVED) RVEY: DULY 11, 2017 GRAPHIC SCALE IN FEET DrF _ff15 0 15 30 60 1 lath = 90 fed N UNNER, FLORIDA PSM 6431 STATE OF FLORIDA F.B/P. 557 5 DATE' 7/17/17 801 Caralin Street Melbourne, FL 32901 MAP OF BOUNDARY/TOPOGRAPHIC SURVEY FOR RUNNER phone (321)728-1951 fax (321) 779-8607 info®brunner-hagen.com PATRICIA CARTER DRAWN BY: ADM SCALE: ' - 30 AGEN LAND SURVEYORS LB No. 7864 CHECKED BY: DWG' # JEB 552-17 CONSULTING ENGINEERS CA No. 29254 o � n O Z V 5 N 0 O 0 `n co u I FOUND 5/8" REBAR (NO IDENTIFICATION) t BASIS OF BEARING WHITE CITY PLAZA (PLAT) �'1g1i pit �. FFi0%1' SIDE-S 1L CNri SIDES 1 t1EHR,15 = y a ZING. 3 TECH. PROJECT NO: Uk Alik P552-17 fir "n SEC. 10 u ! TWP. 36 S. Y.1 IRNG. 40 E.