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PL-14-355 Miami Shores Village , I Cwt Building Department ,JUN 18 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 • Tel:(305)795.2204 Fax:(305)756.8972 MB . SPECTION'S PHONE NUMBER:(305)762.4949 FBC 20/0 BUILDING Permit No. —� PERMIT APPLICATION Master Permit No. L - 7f Z Permit Type: -BUILDING ROOFING JOB ADDRESS: j)P/q A/;5;7 0� J City: Miami Shores° County: Miami Dade -zip: jl Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: V �'✓ OWNER:Name(Fee Sim le Titleholder):- c i�� Phone#: Address: L) /'' L)Y-J City: �t"y'eJ State:__I_� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ` v,-'J Phone#: Address: [� 21 ��/Y tfL t City: State: Zip: Qualifier Name: /91/44x-LPhone#: State Certification or Registration#: ['�� y C7 rYJ_ Certificate of competency#: Contact Phone#:101-4 ID—0 l Email Address: e-P P;.% DESIGNER:Architect/Engineer: A✓`e 04A-L 1e L Phone#: YValue of Work for this Permit:$ �'J—D Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition `Description of Work: 6 COZOP thra fik: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ k Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 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..... 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 RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureTY� Signature Owner or Agent Contractor The foregoing instrument was acknowledged be ore me this `l The foregoing instrument was acknowWged before me this day of - ,201by 1 �b 49 t4 day of .20 F t ,by ,� , 4-C Z, wh personally known me or who has produced who is o ally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: +++,, MARIA THERESA PING Sign: •" , fd o a° i Notary C- e o '°• Public-State of Florida Print: i 3. 2017 Print My Commission Ex + ��°.' Nly 00111111.Eq Commission#FF 015368 -`� Commission#FF 015388 „+ Bonded Through National Notary Assn. My Commissio )✓` ' °+""'' Bored Thro�h National Notary Assn. ,u a� ��,aa��a��x�a+ss��aa�n�aa,�+�ss��+xs+sr�e,s,��x��,e�as<�,xaa��xxx��+xx�,x c APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10=09)(Revised 3!15/09) JUN-30-2014 09:22A FROM: TO:3057568972 P.1 AtE!o07zW CERTIFICATE OF LIABILITY INSURANCE °"mw °wm 03/08/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERB NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRIKAT1VELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREWS),AUTHORIZED REPRESENTATIVE.OR PRODUCER,AND THE CEMPICATE HOLDEt b holder Is an MUMONAL P01110088)Mig 1136 en oraed.If-SUBROMMKIWWAIVED,subject.to the terms and conditions of the potty,certHn policies may require an endOraelnent:A statsment on this certtllcete doss not confer rights to the certificate holder In lieu of euchendor—=Us. PRDDUM IJsandre Gonzalez Inaum3nes To Go Inc (3411)828-0224 ,. (M819-0062 10881 W Okmchobas Rd st rMl Usendnt®hutDgotm.�m AflORiNNsva HAIcr Hialeah Gardens FI 33018-1911 RlaUNWA= NORMANDY HARBOR INSURANCE COMPANY MSUFM INaUA®II IS: VAURMC: NATIONAL POOL DESIGN LLC a o. 2423 SW 147TH AVE 8 212 unm1ma a MIAMI FL $31884082 COVERAGES CERTIFICATE 0;1", FO REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REMAREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO W41CH THIS CERTIFICATE MAY BB ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I8 SUBJECT TO ALL THH TERMS, EXCLUSIONS AND CONMONS OF SUCH POLICES.LOIIIIT'S SK0%w MAYtIAVE BEEN REDUCED BY PAID CLAW. im 7YP8OFDXURANM Aum sum cy LIIIns 0014SPAL LIAellm► &CH CCCURRIP= S CI]1tIJ&RCIM.[3&tM11LWaIlIiY 8 t�A1MS NAGE ❑GCCUR NED ew Ons S P048014AL&AMINJURY 5 GENERALAGGREQAT'E 8 GTMLAMMUTEUNITAPPIJISPM PRODUCTS-COMMOPAGG s P�oucr use 8 AUTOMOSULIANUM UMFT s AW AUTO SODK.YINJURY(Pw0w=7) 8 AAUTUTOSHO � BODiLY11ilURY(RAra S HIREDAUTOS AUTOS S S UMBItlAtJ1 LU18 QCclR EACH OCIAtMME s ®ICESIE LIAe - g AGGRIOATE g WORNaRa DONAaNaAT1OH 8 AND EMPLOTOW W10RIfY ANYPROPRIETOWlP� Y!N L A EL.eAdl AcaoLNr s 100,000 Nananoyln Haj�� ❑N!J► NHFL142117 03/W/2014 03/04/Z015 urtdWsLOtBEAae_Sa s 800,000 II MOM OF pNgg EL MSFJISE-POuCY UNIT s 100,000 OP OBaCIiR+TION oFOP>!llATlpNe/LOCA1fODfllVI�I.Bt(AfIabAC01�tel,Admtlgn!R�e�fasdlWuL;Itrtm»�Is�ple�dj Pool Cordlsctor Now swimming pool and deck Licensed CPC145?IW CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DffiiOMMO POLICIIN SB CANCGLUM BEFORE C3 of M3, " $bpr� THIS EXPIRATION DATE THEREOF, NOTICE.WILL 03 DELIVERED IN 10050 NS ,',tad•jLvm&uQ ACCORDANCE WITH THE POLICY PROVIBIONB. D3ia>3ai. 8haxwl, 2L 33138 AUnfOMM REMUMMYRs 1088:010 ACORD TION.All rights resswed. ACORD 26(2010MM The ACORD name and logo are mgh t and mane of ACORD F;4 ��i SPA COPING TO MATCH POOL COPING POOL MARBLE Lu S 2014 POOLDECK 1'-6" SPILLWAY 6POOL POOL WATER ---------- EQUIP. LEVEL PAD I r--- o PAB NCHWI SLIP 1 1 Ij - J 1112"BUBBLER FLOOR INLET LINE I I TILE II Il LEGEND Z 1112"SPA RETURN LINE- 2 INE 2'"SPA DUAL MAIN DRAIN SUCTION LINE j O(1)SKIMMER ° Z ° w Q II ° ° SWIMMING 2"HYDROTHERAPY LINE i I ° °° � ° I I I I O(2)ANTIVORTEX ° ° `° POOL 2"POOL WALL RETURN I I ° I I #3 8°HOR. ° w z 4 U n I I I I DOUBLE POOL @ ° o N Q I I I I MAIN DRAIN °^ !: O W-� II II I I I I 30(6)POOL INLET #3 @ 8°VERT. J w Q^ :S 11 13) ®(1)VACUUM ° #3 @8"CIC ° a z co o I I WITH SAFETY VAC p o c� s�r,� LOCK COVER ANTI-VORTEX MAIN ° v "' J �" I I LAP STEEL 24° °° ° w Q v Nit 2112"POOL DUAL MAIN DRAIN SUCTION LINE I j 5O(2)SPA INLET DRAIN ASSEMBLY ° w a a -,N)a 2°SKIMMER LINE I I I j ©(2)ANTIVORTEX NOTE: I I I I DOUBLE SPA STEP RISERS IN SPA ° 2°VACUUM LINE I I I I -'y NOT TO EXCEED 12" I I I I MAIN DRAIN r Y Z m C� 7O(9)SPA JETS 02 �� SPA POOL SECTION m o w o II -- ------- I I CC��Uv. SCALE: 112"=1'-0" _ 9 `� f_____ I ®(2)FLOOR BUBBLER �J_% N W V) z Q r---------I------1-r---}----- INLETS �G o L0 c_j a Q N "O I I I I N' Q (n o 0 --T---0 I I PRESSURE GAUGE& CARTRIDGE FILTER CL-150 w PRESSURE RELIEF VALVE 250 SOFT. M o M I = I Q \`ie! 2 ----�I� TIMER 0 / 10_ � 3 w I PT' �5_ Nom: �'� r�11/, �s W I I I "_d Q ✓ / ALL PIPE TO HAVE PLASTIC PIPE w O W ° + * I I 7 �� ✓ O�� KC�` g�U�� /Psfi� PROTECCION EXPOSURE TO SUN 045 \� \G� `� 2.0 HP TWO SPEED POOL WITH /L� LIGHT AS PER SECTION 424.1.6.4 Q I Q HAIR&LINT STRAINER �1\ -J = N i60 TDH SELF PRIMING Q 2 2.5'— _ I �G �o G `y 6f tp \ HEAT PUMP EE2500 O Q � Q 2.5"O I 6 �- 2.5° * ♦ 4 5 �J� �� / \ I yl-j O w w � GAF, `rr� ��/ ` Z 1 4 I Vtl p�I -----� % �c -C D QP �I,j `t Q o o / \ > �w -j Ww �1\jap9 � N/ /\ to OZ Q Ld Z ,` , // � 0�j / \ 3 WAY VALVE r o a o �� , GOAl2q �j� 4 FEET MIN.SPACING, D tiQ0/ / �`�\��/ / tr W w w • QQJ�'•G E N` � •. / ��j�i ia. i o 0 • 4 FEET MIN.SPACING POOL PIPING PLAN = o scale 118"=1' i '• � ��: Q 't�� / _ --0 PS4 _ F e, POOL & SPA FILTRATION SYSTEM IVAL ®, EQUIPMENT SCHEMATIC PROJECT fto /unllll 1 ILI Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224952 Permit Number: PL-2-14-355 Scheduled Inspection Date: December 16, 2014 Permit Type: Plumbing - Residential Inspector: Diaz, Osvaldo Inspection Type: Final Owner: RODIER,ALEXANDRE& EMILIE Work Classification: Pool - Private Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number Parcel Number 1122320290140 Project: <NONE> Contractor: NATIONAL POOL DESIGN LLC Phone: (305)559-1020 Building Department Comments NEW SWIMMING POOL AND SPA Infractio Passed CommentsINSPECTOR COMMENTS False spector Comments Passed CREATED AS REINSPECTION FOR INSP-224766. no plans no permit PERMIT WILL BE INSIDE OF A BOX ON THE TABLE Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 15,2014 For Inspections please call: (305)762-4949 Page 28 of 51 Miami Shores Village Building Department 7FE8725 2094 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BY: INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20LJ BUILDING Permit No. C—L 35 5 PERMIT APPLICATION Master Permit No.SFM —352- Permit 35ZPermit Type: PLUMBING JOB ADDRESS: 10 0 Q, o r 10`1 6I g 66-r City: Miami Shores uu County: Miami Dade Zip: 13 f gs Folio/Parcel#: 1 I - 2 2 3 I " 0��- (��-I Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): kxpalgeC7�1 Phone#: Address: 10 0 q tj E JOY GA t eT r City: �:A Hi Gibop?_ ,6 State: Zip: _9)38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: i V�I�081 P001 D eJi A .5 K) Phone#:-30s5q - I®ado Address: �g 2 3 5 I l A oe 1Fa)Q_ City: H."A N I nn State: L Zip: 9319:5 Qualifier Name: H I �i 1 A 0 b waA r n Phone#: State Certification or Registration#; Certificate of,C-Yompetency#: Contact Phone#: Email Address: �(�1 �� A)91 WAI PQDf D 66,'a 0. (SOK DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$� Z�� Square/Linear Footage of Work: d � Type of Work: UAddress ❑Alteration ONew l /❑Repair/Replace ODemolition Description of Work: IV-e_I,- ,J O&rl"N^'k i v it `� fill i :12/1A III 5I Submittal Fee Permit Fee$ CCF$ CO/CC$ Scanning Fee Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ fon"difng Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 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..... 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 IlVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delive ed to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be p ed at the job site for the first inspection which occurs seven (7) days after the building permit is issued In a absence of su osted notice, he inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Co trac or The foregoing instrument was acknowledged before this 2. The foregoing instrument was acknow edged before me this Y _ 2Q ,by day of 20 ,by da of _ who is 6g 1 knQ p xson�l_.y___ �to me or who has produced who is rsonally know to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA PUB IC: a+++� b�,, MARIA ERESA PNq TA P PMo +•a , Notary Public-State of(11ast1a ��° �� Notary Pnbpe-Stift M Flo i ••= My Gomm. Expbea May 7,pQa7 a• My comm.E�� 0 go 7. Si r' Conlmiaslon•if ign [ Prin: Nallo11021 Assn. Print: tlombd NOW go, My Commission Expires: My Commission Expires: APPROVED BY "LS Plans Examiner Zoning Structural Review Clerk (Revised3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) � e B/SCAYME CAVAL = ° m 40 FMW S 68 SB'42W E e' Cmnw Dd9Ha(e o 134.8T o • =a7d' 7" • . .••e sees•• 35.1V 0 m m I one moty ••+* . e. •i .•••i• A/C PgAS= Ofte �F.F.EL"-9.00' .2f6' 18.E •. • ..••• • :09:6: • • • as • • •s••e• 0.0.0 0 • !��. A • • • •09*69 • o_ • Lu J rn h tate Q J �L Yeo Y' iE APIla. P{ n- ,a I F.LP3Ar pT (HOLD) AW MA V FLP3&r SSD°orw FIP3M 3sar� ream N.E.104th ST. (Ab LQ) 43.1s(P)4176'(m) (N.LQ) (No LQ) Cf(C) Cl(F) D=45%2'02" D=4r^35W A=V..87 A=VM R=31OP R-35W CHB-S2246D7 W SMUSED:D.Ca.M 8-28M Efw-17.23' H494 Saw-ltdr p DMITESDQSTMEEVATI(M s M"MCAMM-m Lot 15 in Blo&1 of TVEMNGSSDE,according to the plat thereof,as recorded in Plat Book 44 Page 53 of Vie Public Records ofMiami-Dade Caumy,Florida 'PRUPBtIYADDRESS• 1009 ALE 104Vi Sheet Miami Shores,833138 ,LOCAAON '40ERW70 N T.S. Alexandre Rodier&Emilie Ro&er. B7St 4YNE04NAL BY:WY.P REVJOB MIL 13-12131 DATE 1?L MM3 DRAWN ISED: %% N.E7041h SiRRE7:TT �+��0 HDTEs -OBIAIClB.LL¢V88.A�lIYBfStO.ai.TP1�1YaRE al®suevEYoatsAvr�HsraBaaaa®ao� �.�e¢asru®'cat�ore�arareo •ue•saHoawHaemnmatmTaasraAermraa EASB®aS •nassuaverte¢sPu�,v�raenitxa�anrHuseoP AW1pRWBH7BFe01Y9¢faECaRII DeiEIrtl/YAAII®I�tT!@AT/ACHEe�lIY f.ATl4Y • 0 -IFIIAL�T�YP>NYIDlsaY�@aL aOP9ADit]aE10mAMYYlAGIED PARaEB -8&WO(6SFAbibVAREBAS®OMI59n®6a31ID..W BYPIAT. .Tf999fNV61'{4LY18mEDF�r11180ffiHIAFEEHl8656 -4DCEA61pJC/1d10RNAlimtti&6NDfi6YA0ffBM156ON d6Y.bYGA/91S.Y@R1H91A6 BY lkOa6mWmIlI4 DIae8T�A1alN�N7ATaa�D ONaA4D.JII®er. CERI6/0. -ulaDe.TsloAaaesnsaortaulm. •n®aavfYsxormaet®wam�miuu�roxPworn m� -FSHo7d BA4lT�dnnaF�mM¢va.m. aEBIGN LNApYBDlBi USELNIBroUrAR111Bi CaMTBirOF(pt9N • SlmvaY.maaBPPE¢q aa: �qEWI �RB�B �a THE FLOOD MHIA ICE RATE MAP.DATED8.11-M,PUBUMM BY THE FEDERAL ENERGSWY MANAGEMENT A&WILTSURVEY a/EBB® i�S4CC! 1L9y® ? A=3=(F£NA).DELWPATEBTHEHEREDJD DWID70BEL=TMVYrrKi: - MOM � ROL COMUNITY NM 126852 PANEL Km MW SUFFIX L FRM ZONE:AE BASE FLOOD ELEVAnON:6.0' •% I.FENCE � =CHAIN LM FENOE 01 CONCRET 13L" mYAREFENCE a STRUCTURE16217 S.W 481h TERR. eHam- we•Rr P" .PBaIMBa tOY1aFM — .%�TeeuElEa MIAMI.FLORIDA 33185. CIF P, :rcRr fcHe .0 Hee TORY P/MERA M 2285130-228.0684 L.M Survey.&Mapper No 5887 SWe W Fl.WaM FFM pp : a9R.fHtAYGveA9af,ETR F-0B i P oATlga (Nat vaw womdBIB Brew Dle f1P. .fGpmaRVPPE OPl .aVFM6gOPRl$Rte@8 N.TS •H.maduB AART A'M roo7mAn RakedSaWolaFImidaUcormdSurvaW&Abppo Cer03rald dAldkvmiI=186774 stein .at-r lmo - �rµ e�ou- aP MAR2 14 . . . • • . . . . . ... . . . . ... STATE OF FLORIDA I __ PERMIT NO. oWSS . DEPARTMENT OF r .HATE.PAI} :ONSITE SEWAGE TREA DISPOSALSYSTEM :RECEIPTAPPLICATION FOR CONSTRUCT PERMIT "' "' "' ' APPLICATION FOR: [ l New System Existing System [ ] Holding @"O: �]� tnnovw ve [ ] Repair [ ] Abandonment [ ] Temporary 0 �]0• • •• • • • • • ••• •• APPLICANT: ALEXANDRE RODIER AGENT: SOUTHERN SEPTIC TELEPHONE: 305 598-8266 MAILING ADDRESS: 1421 SW 153 PATH MIAMI,FL 33194 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 15 BLOCK: 1 SUBDIVISION: EVENINGSIDE PLATTED: 2013 PROPERTY ID #: 11-2232-029-0140 ZONING: RUl I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: .33 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,�11<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No I DISTANCE TO SEWER: N/A FT PROPERTY ADDRESS: 1009 NE 104 ST MIAMI,FL 33181 DIRECTIONS TO PROPERTY: USI TO NE 104 ST TO 1009 BUILDING INFORMATION [ ,/ ] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 SFR 3 4156 NOTE:CERTIFICATION IS FQR*PfLPPOSED 2 POOL Olt vu3 4 [ ] Floor/Equipmen ns ] Other (Specify) f ` �1 L SIGNATURE: DATE: 3/20/14 DH 4015, 08/09 (Obsole s p vio s tions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 I/-- . . ... . . . ... STATE OF FLORIDA DEPARTMENT OF HEALTH : : •:• : : : : •:• APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Appjioptign Ijuw;i --P; •; • • see ••• ss• d azo• Scale " • �) 3�lid�� aja 66101 C0 A (1 0 (d u y �ui12£�ppyyozZ°�Z� � �• ti f f IX15.69' y Or yti�L n m� 111 to 0 b 5. w y ` ''•., �\ �� O�c' If jcj u 78.55' cave SIMPS 565 air n c u 50°00TE A 130.61(P)130.66'(m) ;o� e ¢ c i FT LOT 14 BLOCK Y Notes:— uKtzj Um RTIES AND OR ACROSS THE STREET THAT MAY AFFECT THE NEW SYSTEM INSTALLATION. Site Plan submitted by: �90 0 21g1L I Plan Approved t Ap a Date By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015,10196(Replaces HRS-H Forth 4016 which may be used) Page 2 of 4 (Stock Number. 5744-002-4015.6) Charlie Crist Ana M.Viamonte Ros,M.D.,M.P.H. Governor • 000 State Sysgeon GeVeral• • • • • • • • • DOH# • • ••• ••• ••• • •• • • • •• ••• •• • •.• • • • . •. • Chapter 64E-6.004(3)(a), F.A.C.: . • •• • . .. . . .• .• •. ... ..• A plan or plat of the lot or total site ownership drawn to scale, showing boundaries with dimensions,locations of any existing or proposed residences or buildings,swimming pools, recorded easements,the on-site sewage treatment and disposal system components and their location on the property,the slope of the property and any existing or proposed wells,potable and non-potable water lines,including valves, drainage features,filled areas,unobstructed areas, and surface water bodies. The site plan shall indicate the location of wells,on-site sewage treatment and disposal systems,surface waters and other pertinent facilities or features on contiguous or adjacent property. If the features are within 75 feet of the applicant lot,the estimated to the feature must also be shown but need not be drawn to scale. The location of any public drinking water well,as defined in Chapter 64E.-6.002(44)(b),within 200 feet of the applicant's lot shall also be shown,with the distance indicated from the system to the well,and the location of limited use public water system or other public wells,as defined in Chapter 64E- 6.002(44)(b),within 100 feet of the applicant lot must also be shown,or as defined in Chapter 64E-6.002(44)(a),F.A.C.,within 75 feet from a private potable water well(well used only by one or two residences). Chapter 24-12(18),1Vliami-Dade County Code: The minimum separation between a well or wells and possible sources of contamination shall be a function of the drawdown radius of influence of the well or wells. In no case shall the well be located less than one hundred(100)horizontal feet from any source of contamination. I have read the above and to the best of my knowledge I have provided the Department with full information regarding pertinent facilities and features on all adjacent properties. Furthermore,I understand that any on-site sewage treatment and disposal system permit issued on the basis of said facilities and feature as provided by me and found to be incorrect will be subject to revocation in accordance with the provisions of Chapter 120, Florida Statutes. Property Address: , ® a CA r`J f l 0 'A Date: c� �� t �A Signature: Samir Elmir,PhD,PE,DEE,CEHP,Director Environmental Health and Engineering Miami-Dade County Health Department 10 -- 1725 N.W. 1671x'Street,Miami,Florida 33056 �� Tel:(305)623-3500 Fax: (305)623-3502 . . ... . • . ••• • • ••• • • • • ••• AUTHORIZATION LETTER. ••• • . . . . . .. .. . . . . . . . . . . . Department of Health O.S.T.D.S. .. .• ... .• Corporate Park Office • • • . • • • • • • • • • 7769 N.W.48 St. • ••• •• •• • • • • .• Suite 175 ••• •w• :•• ••• Miami, Fl 33166 • Ref Permit No: Date: Address. 100 q %-k S t Street number/name City, State Zip Code Property I.D. f 1^ -2_-L1,7--2_-L1,7- 0 I'L`1 J And/Or Legal Description: (Property owners full name or legal representati of the property) In representation of.• rN T5 4 (My self��or��property aentity full name) As. � C n e�— L ll� f A C...I' (Owners or position into entity) Hereby authorize: roperty owners legally authorized agent or company name) To process and obtain the Septic System permit for this property located at the above referenced site• • SIGN RE BISCAYNE CANAL — APPROVED BV ATE S 89°5842"E 134.87' ING ONE STORY CBS\ 'S I UCTURAL000 � q OFFICE BLDG 6 EL CTRICAL TWO STORY CBS RESIDENCE. POOL EQUIPMENT \ PE #1009 PL�MBING PAD \ F.F E.L=9.00' MEC AN'CAL SPA i � w� MESH CHILD SAFETY FENCE TO @ B dGo co y j P L BE INSTALLED MINIMUM 22" FROM WATER EDGE. \ 11Z 5111"1 1 :1190 COMr LIAN;,E vVI[H ALL rE RAL. ;TA 2, E A. T NTY RUL A �iS t�k� ES NO RI:GJI IU..S SWIMMING • .\ ECTRICAL METER POOL ,o y B' .\ EXISTING"C"200 AMP PA PERMANENT ANCHORED POST AS PER SECTION g, R4101.17.1.2 FBC.ONE END OF A REMOVABLE \ I CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS.THE OPENINGS OF I °` ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4" \ DIAMETER SPHERE. EXIST.CONCRETE \ DRIVEWAY INPUT DATA OF POOL I (No L POOL SURFACE 435 (SQ.FT) POOL PERIMETER 93 FT. � POOL CAPACITY 11,789 (GALLON) 3.2 / FJOL PUMP SIZE 1.5i HP 'o�� I / FED CARTRIDGE FILTER 200 (SQ.FT) r �d 5' POOL TUROVER 1.85 (HRS) w \ Y: DECK SURFACE 450 (SQ.FT) INLETS 4 UNITS 3 \ I wl Asphaft SKIMMER 1 UNITS Pavement VACUMM 1 UNITS EXIST.WATER METER i BASIS OF BEARINGS UNDERWATER LIGHT 1 UNITS (EASTASSUMED) 0- 35.0'(m)35.0'(m) CHLORINATOR NIA UNITS F.I.P 3/4I S 90°0010"W F. 314" N.E.104th ST. GAS HEATER 1 UNITS (No I.D) 43.15'(P)43.76'(m) (No I I INPUT DATA OF SPA C1(C) C1(P) SPA SURFACE 48 (SQ.FT) D=45°32'02" D=45°35'05" A=27.82' A=27.85 SPA PERIMETER 28 FT. R=35.00' R=35.00' SPA CAPACITY 719 (GALLON) CHB=S 22°46'01"W SPA PUMP SIZE 1.5 HP CARTRIDGE FILTER 200 (SQ.FT) SPA TURNOVER 0.12 (HRS) THERAPY JETS 8 (SQ.FT) #35Z INLETS 2 UNITS SKIMMER N/A UNITS ,®oOad t®ee® THE WATER VELOCITY WILL NOT EXCEED 10 FT/S. VACUMM N/A UNITS %%%��.••''��"'•.�� A®®s FLOTATION ANALYSIS UNDERWATER LIGHT 1 1 1 UNITS FLOOR ELEVATION 7.5 FT. • TOP OF POOL WALL 12.03 FT. =D:0\ -4 POOL DEPTH 6.23 FT. t��M a BOTTON OF SLAB 5.80 FT. 'r' 0 2��= •Q� Z FLOOD CRITERIA 7.00 FT. ``� y'Ne F.C.DEPTH LEVEL 1.20 FT. LEGEND 'i��••I •: �� LESSITYDROVERTICAL -2.00 FT. •.....•••� 1.�� I.HYDROSTATIC UPLIFT -0.80 FT. OK. 10 RESIDENTIAL SWIMMING POOL CHILD FENCE(F.B.C.R4101.17.1.9). " LEGAL DESCRIPTION " Lot 151n' 'BloM 1 of "EVENINGSIDE", according to the 0 20 40 SITE PLAN � '-tom4 plat th8Mbf,`` recorded in Plat Book 44 Page 53 of the Pu rcls of Warni:pade County, Florida. 1•=20, scale 1"=20' .. - : : : : z •• cPITJLC•T? i i ••• LOT: BLOCK: SEAL' rn SWIMMING POOL & SPA 15 Z 0 (.� • •tJI!&:ADD4ft ••• SCALE: 1009 Ne104t,:TREET MIAMI SHORE FL,33138 AS SHOWN PANEL GONZALEZ. PE .: � ' OWNE . ••. • OWNER PHONE: DRAWN BY: ( L1c #. 69758) ALEXANDRE RODIER RBG 3284 W 77th PLACE, HIALEAH FL VINER ADDRESS: DATE: PH: (305)362 6871 • 4 0W Nt 104h STREET MIAMI SHORE FL, 33138 02-05-2014 . .. .. . . . .. .. ... .% . BISCAYNE CANAL — S 89'5842"E 134.87' 7 00 \\ ONE STORY CBS OFFICE BLDG \ I� � I \ L—— I TWO STORY CBS RESIDENCE. POOL EQUIPMENT PE #1009 PAD \ F.F E.L=9.00' I , I , SPA LU co B2„ I E IR MESH CHILD SAFETY FENCE TO �o I o BE INSTALLED MINIMUM 22" 0 = I o FROM WATER EDGE. - <00coo \ g 5T-11" I o 1 � SWIMMING V POOL � ;e � EXISTING ` .\ I ELECTRICAL METER , 0 EXISTING"C"200 AMP \ •� I PANEL PERMANENT ANCHORED POST AS PER SECTION \ R4101.17.1.2 FBC.ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE �` I WITHOUT THE AID OF TOOLS.THE OPENINGS OF \�(� ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE. , I \ EXIST.CONCRETE DRIVEWAY IF.I.P 3/4" (No LD) POOL SURFACE 392 (SQ.FT) \ POOL PERIMETER 90 FT. , POOL CAPACITY 11,718 (GALLON) CARTRIDGE FILTER 200 (SQ.FT) POOL TUROVER 1.85 (HRS) DECK SURFACE 450 (SQ.FT) Aspha� INLETS 4 UNITS Pavement SKIMMER 1 UNITS BASISOFBEARINGS VACUMM 1 UNITS EXIST.WATER METER (EAST ASSUMED) UNDERWATER LIGHT 1 UNITS - I - - - 35.0'(m) CHLORINATOR NIA UNITS F.I.P3/4I' S90°00'0"W F.I.P3/4° N.E.104th ST. GAS HEATER 1 UNITS (No I.D) 43.15(P)43.76'(m) (NO I-D) l 1 INPUT DATA OF SPA C1(C) Cl(P) D=45°32'02" D=45°35'05° SPA SURFACE 48 (SQ.FT) A=27.82' A=27.85 SPA PERIMETER 28 FT. `%J11rrrr/ R=35.00' R=35.00' SPA CAPACITY 719 (GALLON) IP 013d CHB=S 22°46'01"W SPA PUMP SIZE 1.5 HP ��I.•'••'•••••'••� A of CARTRIDGE FILTER 200 (SQ.FT) SPA TURNOVER 0.12 (HRS) so THERAPY JETS 8 (SQ.FT) = * O n r INLETS 2 UNITS mo G) SKIMMER NIA UNITS 2: 0 w THE WATER VELOCITY WILL NOT EXCEED 10 FT/S. VACUMM NIA UNITS i _ 4jti= FLOTATION ANALYSIS UNDERWATER LIGHT 1 UNITS �� •'•. •'��` FLOOR ELEVATION 7.5 FT. ��Fq '•" ,�� TOP OF POOL WALL 12.03 FT. POOL DEPTH 6.23 FT. BOTTON OF SLAB 5.80 FT. -es FLOOD CRITERIA 7.00 FT. F.C.DEPTH LEVEL 1.20WFT ® LESS HYDROVERTICAL -2.00LEGEND7HYDROSTATIC UPLIFT -0.80OK. ® ,� REVISIONS: 1O RESIDENTIAL SWIMMING POOL A04-01-14 BLDG.DEPARTMENT REVIEW. CHILD FENCE (F.B.C.R4101.17.1.9). " LEGAL DESCRIPTION " Lot 15 in Block 1 of "EVENINGSIDE", according to the 0 20 40 SITE PLAN plat thereof, as recorded in Plat Book 44 Page 53 of scale 1°=20' the Public Records of Miami-Dade County, Florida. 1"=20' v PROJECT: LOT: BLOCK: SEAL- 2 SWIMMING POOL & SPA 15 1 Z ak PROJECT ADDRESS: SCALE' � '^ 1009 NE 104th STREET MIAMI SHORE FL, 33138 AS SHOWN PANEL GONZALEZ. PE (�1 OWNER: OWNER PHONE: DRAWN BY: ( L%o f. 69758) 1 ALEXANDRE RODIER RBG 3284 W 77th PLACE, HIALEAH FL PH. (305)362 6871 ~� OWNER ADDRESS: DATE: 1009 NE 104th STREET MIAMI SHORE FL,33138 02-05-2014 r RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES(F.B.C.R4101.17) POOL GENERAL NOTES. PUMP MOTOR ENERGY EFFICIENCY ,� F •• �� REQUIREMENTS TO COMPLY WITH F.B.C.403.9 NO 6 RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R4101.17.1 THROUGH R.4101.17.3 1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C.2010 RESIDENTIAL AND ANSI/NSPI-8,ANSI/NSPI-5 1-THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615.GRADE 60 1. PUMP AND PUMP MOTORS MUST BE TWO MORE SPEEDS. = • 2. CONTROLS NEED TO BE CAPABLE OF OPERARA MORE ATA MINIMUM OF TWO • � • BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN 3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. • DIFFERENT SPEEDS. � • � GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES MEASURED ON THE SIDE OF THE BARRIER WHICH 4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL. 3. DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED.THE ' • FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE 5. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN HIGHER-SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS,= � A®�j • �, BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE.WHERE THE BARRIER IS ONE HOUR DISCHARGE. WHICHEVER IS LESS. Q A els MOUNTED ON TOP OF THE POOL STRUCTURE,THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE 6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS CONNECTION 4. SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS ��.A% ,Q P•• ♦♦♦ POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES. WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. DURING PERIODS S USABLE GAIN. ///s •••.•••••••' 2-OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4-INCH DIAMETER SPHERE. 7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION LINE. 5. SIZE THE PUMP BASED POOL GALLONS/360 MINUTES AND SELECTING A PUMP O 3-SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS 8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF FROM EITHER THE APSP OR CET DATABASE WITH CURVE A OR C LISTED still I jI, EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. THE SUCTION LINE(4-DIA.MIN.). A TIME SWI EQUAL TO BE LESS THAN CALCULATED FILTRATION TO RUN T E. x 6. A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL 4-WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN 9. ALL FLOOR&WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC.WITH A MIN.28 DAY COMPRESSIVE 'FILTRATION PUMP ONLY DURING OFF-PEAK PERIOD AND FOR THE MINIMUM TIME THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES,THE HORIZONTAL MEMBERS SHALL BE STRENGTH OF 3000 P.S.I. NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY Q LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT 10.ALL REINF.STEEL TO CONFORM TO A.S.T.M.A615 GRADE 60. APPLICABLE PUBLIC PUBLIC HEALTH STANDARDS. EXCEED 1-314 INCHES IN WIDTH. 11.ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 7. FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW 5-WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS 12.IN ALL CASES,THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES 1)POOL GAU360 oo U N FROM FAILURE BY SHEATHING AND/OR SHORING,OR OTHER METHODS AS REQUIRED.THE DESIGN ENGINEER FLOW RATE(IN GPM) 2)DIVIDE GPM BY A NUMBER SHOWN Qoo SHALL NOT EXCEED 1-314 INCHES IN WIDTH. TO FIND THE FILTERS MINIMUM SQ FEET CARTRIDGE=.375 SAND=15 DE=2 W-1 v 6-WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 8. MINIMUM DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE v 00 THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES OR MORE,SPACING BETWEEN VERTICAL MEMBERS 13.THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED DIAMETER OF THE RETURN PIPE,WHICHEVER IS GREATER. -..;K I) (Np SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING SETBACK AREAS.PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE 9. SWEEP ELBOWS ARE RECOMMENDED. 20 �^ WITHIN THE CUTOUTS SHALL NOT EXCEED 1-314 INCHES IN WIDTH. ARE SO INDICATED.POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. 10. RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE 7-MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4 INCH SQUARE UNLESS THE FENCE IS IF NECESSARY,POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO RETURN LINE AND 6 FPS IN THE SUCTION LINE,AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS. PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN CONSTRUCTION. Q v N 1-314 INCHES. 14.DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 11. POOL PUMP MOTORS SHALL NOT BE SPLIT PHASE,SHADED POLE OR CAPACITOR 8-WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE 15.TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED START INDUCTION TYPE RUN TYPES. M Q. DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-314 INCHES. 102 DEGREES FAHRENHEIT. HEATERS 9-ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R 4101.17.1.1 THROUGH R 4101.17.1.7 AND SHALL SITE PREPARATION FOSSIL FUEL/GAS BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE.PEDESTRIAN ACCESS GATES SHALL OPEN OUTWARD AWAY 1. 78%MINIMUM FUEL EFFICIENCY FOR GAS-FIRED AND OIL FIRED POOL Z FROM THE POOL AND SHALL BE SELF-CLOSING AND HAVE A SELF-LATCHING DEVICE. GATES OTHER THAN 1.EXCAVATION SHALL REMOVE ALL GRASS.WEEDS,ROOTS,AND ANY DEBRIS.. HEATERS. L)) 3: m o PEDESTRIAN ACCESS GATES SHALL HAVE A SELF-LATCHING DEVICE. WHERE THE RELEASE MECHANISM OF THE 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 2. NO STANDING PILOTS FOR NATURAL OR LP GAS HEATERS. o2 0 CV SELF-LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE,THE RELEASE 3. SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS BACKFILL. HEAT PUMPS GO = m MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 3 INCHES BELOW THE TOP OF THE4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED,THE DEMUCKED SURFACE SHALL BE COMPACTED. 3. 4.0 MINIMUM C.O.P.AS PER AHRI 1160 LOW TEMPERATURE TEST. Lil V) GATE,AND THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE 5.FILL THEM IN LIFTS NOT EXEEDING 12 INCHES IN LOOSE THICKNESS. 4. ALL HEATERS MUST BE EQUIPPED WITH A READILY ACCESSIBLE ON/OFF Lf�SWITCH ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING IT OFF Q 3 o N RELEASE MECHANISM. 6.EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT. ~ 10-WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER,ONE OF THE FOLLOWING SHALL APPLY: 7.FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL.FILL MATERIAL SHALL HAVE A MAXIMUM WITHOUT ADJUSTING THE THERMOSTAT SETTING. o 1.ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM PARTICLE SIZE OF T AND NO MORE THAN 10%PASSING THE No.200 SIEVE. WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL FILTRATION AND PLUMBING Z 00 SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE w CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SOIL STATEMENT: 1. DESIGN FLOW RATE MUST NOT TURN OVER POOL WATER VOLUME IN LESS (; = M THAN SIX HOURS SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SHALL BE EQUIPPED WITH A MANUAL 36 GPM,WHICHEVER IS GREATER. m a ch 2. MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD-BEARING WATER FLOW VELOCITY AT A MAXIMUM FLOW RATE MUST NOT EXCEED 8 Q ch L M MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE SOLARFTISEC IN THE RETURN UNE AND 6FT/SEC E THE SUCTION LINE. U z � CAPACITY OF 2000 PSF.THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK 3, SOLAR ACCESS STUBS MUST BE SEPARATED BY A MINIMUM 18'(HORIZONTAL U- 3 � THRESHOLD OF THE DOOR. MIXED WITH SANDY MATERIAL.AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND OR VERTICAL)OF STRAIGHT PIPE. V) L Lu 2.OTHER MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES OR DOORS HAS BEEN BROKEN A LETTER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING 4. BACKWASH OR MULTI-PORT VALVES MUST BEA MINIMUM OF 2.OR THE dS 0 0 THAT A REGISTER PROFESSIONAL ENGINEER OR ARCHITECT HAS OBSERVED THE SITE AND DIAMETER OF THE RETURN PIPE,WHICHEVER IS GREATER. WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE THE J = THRESHOLD,WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY,SHALL BE ACCEPTED. WHERE AN THE SOIL CONDITIONS ARE SIMILAR TO THOSE U'ON WHICH THE DESIGN WAS BASED 5. DIRECTIONAL INLET FITTINGS ARE REQUIRED. I A O - N ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE 6. FOR POOL FIEDETT PUMPS,L LENGTH OF STRAIGHT PIPE THAT IS AT POOL STRUCTURE,AND THE MEANS OF ACCESS IS A LADDER OR STEPS,THE LADDER OR STEPS EITHER SHALL LEAST 4 PIPE DAMETERS SHALL BE INsraEEEO BEFORE THE PUMP. O Q w Q BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS,OR THE LADDER OR STEPS SHALL ELECTRICAL NOTES BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF R4101.17.1.1 THROUGH R4101.17.1.9.AND 1.INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM.INSTALL RESIDENTIAL SWIMMING POOL ALARMS(F.B.C.R4101.17.1.9) 0 0 w R4101.17.1.12 THROUGH R4101.17.1.14 DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50'OF FUSED SWITCH AT SERVICE POINT.ELECTRICAL LIGHT ce WHEN THE LADDER OR STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENING CREATED SHALL NOT ALLOW RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH FLORIDA Z Lu CONNECTION TO COMPLY WITH NEC 6601575 ART.680. STATUTES 515.27 << $ ••w N THE PASSAGE OF A 4 INCH DIAMETER SPHERE. INDOOR SWIMMING POOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH 2. ALL METALLIC PARTS OF THE WATER STRUCTURE,INCLUDING CONDUITS,PIPING SYSTEM,REINFORCING 1-ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM • •L g ••© •••• STEEL OF THE POOL SHELL,COPING STONES,DECK,FIXTURE HOUSING,LADDERS AND THEIR SUPPORTS SHALL THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT •• • '� Z o •• R4101.17.1.9. BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON GROUND[680.26(C)].BOUNDING ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF • PROHIBITED LOCATIONS.BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, Li • • •• •• N'i Vi •••• EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS. CONDUCTORS SHALL NOT BE SMALLER THAN A#8 COPPER WIRE. 85 DB A AT 10 FEET. • w w 7. 3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF(1)#8 CONTINUOUS COPPER WIRE •• •• jj o Z • Q w 7• • CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE LOOPED AROUND POOL PERIMETER.LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL,DECK o Of- REPORTING ! •••• REPORTING ANY INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR TO ANY CHANGE REQUIERED, REINFORCING,AND PUMP MOTOR CASING. PUMP CONTROLS •• ••• �• •• Q d • OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIERED 4. NO RECEPTACLES SHALL BE INSTALL WITHIN 19 OF DISTANCE OF WATER EDGE. 1. ALL RESIDENTIAL FILTRATION PUMP CONTROLS FOR USE WITH A MULTI-SPEED • w• � w• w !••• REVISION TO THE PLAN. PUMP MUST HAVE THE CAPABILITY OF OPERATING A MINIMUM OF TWO SPEEDS •• •• �• a Z • *00 5. ALL DISCONNECTING MEANS[ARTICLE 4041 AND SWITCHES MUST BE LOCATED AT LEAST 5 FT.HORIZONTALLY •• •• ate•••o• o • •••• FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE,WALL,OR OTHER WITH A DEFAULT TO THE LOWERIFILTRATION SPEED AFTER ONE NORMAL FILTRATION CYCLE OR 24 HOURS,WHICHEVER IS LESS.(IF EXISTING CONTROLS •••••• • •• PERMANENT BARRIER[680.22(C)]. ARE REPLACED,THE NEW CONTROLS MUST MEET REQUIREMENT.) • • • • . - 2 PROJECT # N�t�►� N NOTE#1 (POOL THICKNESS) POOL EQUIP. PNEUMATICALLY PLACED CONC. / PAD TOP BOTT. / WALL THICKNESS 6" 6' FLOOR THICKNESS 8" 8" SOIL BEARING CAPACITY 2000 PSF CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY EXISTING / Lu INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR TO ANY RESIDENCE / / / ; Q CHANGE REQUIRED,OTHERWISE THE CONTRACTOR SHALL BEAR i i FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIRED /� / / / / / �� Lu� Lyj REVISION TO THE PLAN. uj to NOTE: N :S R4101.6.1.CONFORMANCE STANDARD,DESIGN 1� / / z co Nw CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3; ANSI/NSPI 4; ANSI/NSPA 5; / co� ANSI/NSPI 6 AND ANSI/APSP 7. POOL DECK AREA / SWIMMING aO -12'-7" " ' �� Q•• ....... ��i"o�� Z 't POOL __ - ' WATER LEVEL - - ; m O= m Lo 7.0' NGVD "' o c - - o a - • ( • O - - - - - - - _ _ _ _ _ z o SPA TOP OF COPING _ - _ - _ - _ - _ - _ 6-6" 2'�" / `•�!4' F /• • - _ - _ - _ - _ - _ - — " +8.5'NGVD = - - - - - - iS • Q ••1 �� w T11"n — � � • • 00 3-11 M o co _ � e� - - a "sroois- - - - - - - - - - - - _SPA- - Co Z c, _ _ CL J _ BAR-.CONC.- - - - N - _ - _ - _ - - - - - - EXISTING V) w o w © - TYPICAL-0F 3)- - SPA -7r-0"- " RESIDENCE Lu 04 (- - - - - -SWIMMING - - �? 06 p - -a - = - = - _ - _ _ _ � - _ _ p_ -PQOL_ - - - - - V) V_ ti CL O GM.D- - - - - - - - - - g - �- - - - % < D€PTH- - STAIRS - - - - - - - - - - co p - - 5d-FT - - - - - 3s�T - - - -'� - - - - - `� w - - - - - - - - - - - - - - - - - - - "' Z_ Lu De Ex Lu co24" - SWIMOUT POOL LIGHT `1 .0 Z (TYPICAL OF 3) - SPA LIGHT 19'-8" / W XGi Lu � W w / oZ Q mZ i TOP POOL COPING a o +7.5'NGVD �� 3 O w 12 z z a o 0 POOL AREA scale 1/8"=1' IV _ B EXISTING /,' %% / � , � �� / S-3 RESIDENCE / /, i// / POOL LAYOUT APR 0 ��1� scale 1/8"=1' - --- # SPA COPING TO MATCH POOL COPING POOL MARBLE POOL DECK V-6" SPILLWAY 6, POOL POOL WATER -----__--_ EQUIP. LEVEL Ir--------- PAD I I -------- o PA B NCH WIT SLIP a II I _ _ - II _ I I TILE 11/2"SPA RETURN LINE I I I LEGEND ° 2 2"SPA DUAL MAIN DRAIN SUCTION LINE I i i O(1)SKIMMER ° °Q ° Z a SWIMMING 2"HYDROTHERAPY LINE I I I O(2)ANTIVORTEX ° e `� ° POOL- W 2"POOL WALL RETURN I I #3 @ 8"HOR. ° ° ° U I I I DOUBLE POOL ° Q I I MAIN DRAIN a' ° W j I I 30(6)POOL INLET #3 @ 8"VERT. °° ° ° ° Q Lo N N N :S CO O% ^N) (1)VACUUM I I I ®WITH SAFETY VAC #3 @8"CIC °° v o I I I LOCK COVER I I ANTI-VORTEX MAIN LAP STEEL 24" d° •. 2112"POOL DUAL MAIN DRAIN SUCTION LINE I ®(2)SPA INLET DRAIN ASSEMBLY ° a Ma 2"SKIMMER LINE I ©(2)ANTIVORTEX NOTE: ° ° 2"VACUUM LINE I DOUBLE SPA STEP RISERS IN SPA a ° j MAIN DRAIN NOT TO EXCEED 12" m Y Z O7 (9)SPA JETS O SPA POOL SECTION o 0O o I L_L________ I SCALE: 112"=1'-0" v� o - Lot; 0 r------ I--- � U Q � a o I I I I ` 1111111/11// � to o 0 % j %% G�N•••�F2 �� PRESSURE GAUGE& CARTRIDGE FILTER CL-150 w •' S E '•. •*0je' PRESSURE RELIEF VALVE 250 SQ.FT. co a co o. ! L---- , :V : Q ch ----'7� : i NOTE: M l'.' J N W — U- • �I i = : / : TIMER p // ALL PIPE TO HAVE PLASTIC PIPE w O w 0` W /PS•(�G PROTECCION EXPOSURE TO SUN _X 2.0 HP TWO SPEED POOL WITH r/\\,L� LIGHT AS PER SECTION 424.1.6.4 W Q �• HAIR&LINT STRAINER —� N O3 2.5" — I I i� ��C•:�� 60 TDH SELF PRIMING \ \0 0 2.5" I ,�I ••••••••••••� ��, \ HEAT PUMPEE2500 O Q Q '+-2.5' 6 i/FSSIONP� Lu 2.5" ♦ 4 i 5 ®®1/1111111® I / \ I til Lu W Lu Lu F— �SjO�p\� SQP�jP ` N r < o LL! Lpj Cn Lu Q Z S,ss /r /� \\ 3 WAY VALVE a eZ) Uro 0 4 FEET MIN.SPACING, o o 4 FEET MIN.SPACING, �CJ�% _ OL PIPING PLAN Q°°'' ' scale 118"=1' PS4 ti POOL $ SPA FILTRATION SYSTEM �i EQUIPMENT SCHEMATIC PROJECT # INTERMATIC SUBPANEL 100 AMPS JUNCTION BOX PRE-CAST SWITCH TIMER COPING Sar Mind 8"MIN. 30OW GFI BREAKER 1"PVC to water ne TRANSF. NOTE:ALL EQUIPMENT SHALL BE water Gne rPANS TANS GFCI PROTECTED. SWITCH e,,otilli11///�� 2#4,THWN,CU, 6 ®` GONZALF2 2#12,THWN,CU, 2#12,THWN,CU.1/2"C 2#6,THWN,CU,1"C NICHELESS INTELLIGENT � ..0. •�• �, J 11/4"C 2P 112"C 1 PI15A COLOR LED LIGHTING It VOLT) ,` E ••. i� L� 1#4 GROUND 2P/20A 2P/50A TO COMPLY WITH F.B.C.2010 a �* ♦� _ 1#12 GROUND AND NEC 680 EXIST. 1#12 GROUND 1#8 GROUND ` No 15 o = 1"CONDUIT (SEE PLAN FOR LOCATION) = Q FROM PANEL"N" 200 AMPS SECTION UNDER WATER LAMP. = S PSE 2® Q- Scale 1/2"=1' ♦ Q 100 WATTS TWIS GROUND WIRE SHALL BE BOND TO REBAR CAGE v � BOX' gOX O O Q J 18"FROM WATER EDGE �— IN 4 PLACES 14/3 SJT-1"C INTEGRAL W/ �^f �"f �"f — -----------� FIXTURE M 1--� M FILTER HEAT �5' PUMP PUMP I #8 SOLID C.U.18"MIN TO 24" Y Z (� MOTOR MOTOR j �_MAX FROM CONTOUR OF Co 3 O SPA LIGHT POOL LIGHT , I POOL 360 DEGREES WITH 4 m 0 cV (30 WATTS) (90 WATTS) DUAL SPPED O POOL _�/ EQUAL BONDING POINTS N t}n 0 — I CONNECTED TO POOL N z cV STEEL REINFORCEMENT. Q Q 3 O POOL & SPA ELECTRICAL SCHEMATIC N I , I L---------- ------------ Oc)J z ao \ M O —9 BOND TO DECK REINFORCING IF APPLICABLE iM A.ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC. M s M B.NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10'OF POOL'S WATER EDGE UNLESS IT 18'OR HIGHER. TO PUMP MOTOR CASING < _MI Z J C.GROUND ALL BOXES,LIGTHS,MOTORS,LADDERS,ETC WITH#8 GROUND WIRE. 1J- TYP. BONDING DETAIL `n w o LU t8 D.IN ALL AREAS SPECIFIED IN 210.52,A 11 125 VOLT,15 AND 20 AMP RECECTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLESAS PER 06 cy O SOLID C.U.18'MIN TO 24'ALTERNATIVE DESIGN EQUAL TO THE NEC 406.11J = EWIPOTENCIAL BONDING GRID REQUIREMENTS OF N.E.C. E.ALL SWIMMING POOL PUMPS REQUIRE GFCI BREAKES AS PER NEC 680.228 I�0�QI `" `n F.RECEPTACLES IN WET LOCATION SHALL BE LISTED O AS WEATHER RESISTANT TYPE NEC 406.8(B M DIVING O Q w Q BOARDS DECK � p DRAINS JUCTION LU BOXES(G) SHEMLSG z � w POOL CONTRACTOR TO VERIFY JOB SITE VOLTAGE BEFORE ORDER MOTORS. POOL&DE HAND RAIL ` h • N 2 • on L REINFORCI G • • POOL load summary STEEL •�_ � • Z ljq o •" • • yp *,,- FENCE - W W FENCE METAL DOOR w •U N •• FRAMES,ETC<5FT • - w a_ LOAD WATER FROM WATER EDGE •• •••� Q Q pop •• m DESCRIPTION WIRE CONDUIT (KVA) •• • •+O • Q CIRCULATION • • F ® • EQUIPMENT •• —4 Ld 15/1 1 Q POOL&SPA LIGHT #12 112' 0.7 W•• •• ••s •• p t•• ••• 2012 2 0 POOL FILTER PUMP #12 112' ELECT 2.78 20/2 2 v HEAT PUMP #12 112' 6.5e PANE RICAL :MOTOR COVER •••••• ••• • • • • •• ' • • • SPACE GROUND BAR • • •• • • • FIXED METAL<=5FT •••• � • r �• ••• TOTAL LOAD 10.04 KVA WATER HEATERFROM WATER EDGE • (43.65 AMPS) (G) ••s• POOL ELECTRICAL SCHEMATIC COMMON BONDING GRID DETAIL NO SCALE PROJECT # C l v we 5,07 ale: �, , . Jvo4k .