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EL-15-173 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247341 Permit Number: EL-1-15-173 Scheduled Inspection Date: November 09,2015 Permit Type: Electrical - Residential Inspector: Devaney,Michael Inspection Type: Final Owner: GRIMALDI, KARINA Work Classification: Pool - Private Job Address:1125 NE 91 Terrace Miami Shores, FL Phone Number (786)285-5527 Parcel Number 1132050010140 Project: <NONE> Contractor: LEWDI ELECTRIC Phone: 954882-0006 Building Department Comments WIRING POOL EQUIPMENT. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244208. CREATED AS REINSPECTION FOR INSP-227139. Pump breaker to be G, F. I. not Arc fault. Label panels. Add door and window alarms or Failed ❑ barricade. Need water in the pool for final. 5 nov, 15 3:40 p m. No access to check nd window alarms. Correction ❑ Needed Re-Inspection Fee tv No Additional Inspections can be scheduled until re-inspection fee is paid November 06,2015 For Inspections please call: (305)762-4949 Page 34 of 42 a 1 F i R Miami Shores Village , \ 10050 N.E.2nd Avenue NE z •••• Miami Shores,FL 33138-0000 Phone: (305)795-2204 ,, Expiration: 01/12/2016 Project Address Parcel Number Applicant 1125 NE 91 Terrace 1132050010140 KARINA GRIMALDI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell KARINA GRIMALDI 1125 NE 91 TERR (786)285-5527 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 1,950.00 LEWDI ELECTRIC 954/782-0006 Total Sq Feet: 0 Type of Work:WIRING POOL EQUIPMENT. Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Scanning:1 Light Niche Bonding Alarms Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# EL-1-15-54254 DBPR Fee $4.50 07/16/2015 Credit Card $265.20 $50.00 DCA Fee $4.50 Education Surcharge $0.40 01/26/2015 Credit Card $50.00 $0.00 Permit Fee-Additions/Alterations $300.00 Scanning Fee $3.00 Technology Fee $1.60 Total: $315.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accuratejand that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named con o k stated. July 16, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent liate Building Department Copy July 16,2015 1 Miami Shores Village Building Department JAN 6 M5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 $Y: INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20 161 ` BUILDING Master Permit No pp l�_ l t PERMIT APP KATION Sub Permit No. _ t 5- []BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION RENEWAL [-]PLUMBING ❑ MECHANICAL MPUBLICWORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP Air:_ �J r CONTRACTOR DRAWINGS A JOB ADDRESS: 1/ . r:_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designa#ed:Yes NO Occupancy Type-*? ba Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): kdf t-1,17 _[�'�i,/ Qrl / Phone#: 2A� oCgg�Zq / Address: II _�� & 2Z6 City:4i &, 1&a S' State' Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: k2 uZ �l4.� /1, C, Phone#: Address:-- _ _ © /IJJL24 :7;i2cA CoA City:_ � Ile�/��-QST State: /mit. Zip: =. Qualifier Name: A & 42 492 Phone#: State Certification or Registration#: Certificate of Competency#: 2 DESIGNER:Architect/Engineer; .., A,cr . ,a/ Phone#: Address:_ 1 S &)5 t �7 st�r Z4e4L Clty: ��r��.State:a Trp: Value of Work for this Permit:$ .�-� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration FNew ❑ Repair/Replace ❑ Demolition Description of Work: /•r�.�r's�� 00� re, 4t1-1,L Specify color of color thru We: Submittal Fee$ Permit Fee$ ®�e CCF$ CO/CC$ Scanning Fee$ Radon Fee S DBPR$ Notary$ Technology fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE s, (RevMd02/24/2014) Boning Companf 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. 1 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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$2SOO, the applicant must promise in good faith that a copy of the notice of commencement and caastmalon lien tow hwhure wilt 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 appy d and a reinspection fee wf a charged Signature-z OWXR rAGENT CONTRA OR The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of `1 �YY-' 20 r f .by // day of .l am ,20 l S ,by who is personally known to .si° who is personally known to me or who has produced/��ease 4 J s produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Pte• Print: Seal: ROBERT' CALDWELL Seal: , ' � ROBERT CALDWELL ` ,. �'= MY COMMISSION�!em. + *� ;': MY COMMISSION#EEO. •06 A. EXPIRES March 08,2015 EXPIRES March 08,2015 s APPROVED BY ZZ' Plans Examiner Zoning Structural Review Clerk (Revbed02/24/2014) RICK SCOTT,GOVERNOR KEN L.AWSON,SECRETARY S'CA'LE GP FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REG ATION � ELECTRICAL COI .4CTORS LICENSING BOARD : The I,-i»E:'11 R aA1 ry0NTRA4-TOP - NarMd below IS CER719FIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2096 SPASIANO, LEWIS LEWDI ELECTRIC INC 1680 NELSON TER a THE VILLAGES F 32162 ISSUED: 08/1112014 DISPLAY AS REQUIRED BY LANK SEQ# L1408110001610 F L) 74 4-a�4 u �� DROWARD � .L ' X RE061 NESS I VALJD OCTOBER j,2 ffi �d�te; FL 3330191. �o Ub j C s Owner iWOMM T 15� �z ie�' #?; �, _�. t8P1�92 :":;;' '-+2,3Crg '�Lar' �tom' 9e.2588 8E 6 S?' SWWM POMPANO $ .cam 1� .3,rJ�r�3rr�A3a Exompean co". 10 ftw 0,00 pi ppp}b� ? `yy p/q M.•Sf'd S f t HV RECitlpTU$T ,,CMSPICUOU, SLY IN AdpT This ax is Wj*d lbr q* TAX.ReCrYOURF INE bO boador YOU 'mer MOD the e t7.'.i'S:.a..•.e",:e`�t'r:-.'he wrr A'W y —_• � �� -�,.y,`:`��.... .7.'R.a? 2014 CORS CERTIFICATE OF LIABILITY INSURANCE DATEOIUILIDDIffM lrmMIS THIS CERTIFICATE IS ISSUED AS A(MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THUS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING RISIIRER(ft AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER, NPORTANT.V the certificate holder Is an ANAL INSURED.the pollees)must be andorsetL V SUBROGATION M WAIVED,subject to the ternm and Strohm of the post,coololn poUctes may require an endommnent.A statement on this certl icate doss not confer rights to the Mme holder In Itmh of such mularmormen s PRODUCER Phone. (5611995-9577 Renee Smell Fes» (5611995-9677t - )9 -9671Vas Ameringw's lumamm and Financial SwAm 902 Clint Moore Rd h � `�0d Suite 132 MAIC$ Boca Raton,Florida 33487 h A. SC Ise 41297 offilulm ISS: LEWDI ELECTRIC,WC. c: 2149 NE 63RD Cr. D)!NRER D: FORT LAUDERDALE,FL 33308 INIMMIR 0: woulom F: COVERAGES CERTIFICATE NUMBER:125 REVISION NUMBER:- THIS UMBER: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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VOR POLWYOW VIN TYPEOFB�ANCH tDD' Lams ,/ COMMERCIAL o hAL h.ommy CPS2106M 1/38015 1/3/2016 EACH $ 1,000,000 A CLAerB MADE M OCCUR PR08MftG=WWWJ $ 100,000 MEDEXPWftampmwE PERSONAL A ADV MAW $ 1+000,000 GEWL TEppU�MpI.tAPPLFESPBC GENEIMAGt#EGATE E 2+�� + POLICY❑ T ❑LOC PACTS-ComploPAGG E 2,000,000 O $ AUTOMOINa LIABILITY SINGLEUMM It ANY AUTO YIWIIRY(Parpemn) $ ALL OWNED SCHEDULED AUTOS AUTOS BODS Y Btf(Psr• I $ H�AUT08 It UMBROAALIAS OCCUR EACH $ UAB CLAIM AGGREGATE $ VIORIGIRSCOMPID"TION AND IINALOVOW LMBILny YIN MINTZ NIA E1.EACHACCMM $ (Mm>dslo1IONIC E.L.DISEASE-EA EMPLOYEE $ Ir a � F-L..OISEASE-POLICYLUT $ IMCPOPMAT ILOCAIMMIVEMM "t.Ad0kadAseprI SchodoKmayboaSodtodiferl.eepmoft ht RUPERIENCIM I,ICUM 9 EC13001388 BLECTRXChL CONTRACTING CERTIFICATE HOLDER CANCELLATION Holders Nature of Inkma:Certificate Hokkv SHOULD ANY OF THE ABOVE DESCRMED POLICIES BE CANCELLED BEFORE V1LdA0E OF M1AAhI SHORES THE EWIRAT�1 DATE THEM, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVE. 10050 NE 2ND AVE MAIM(SHORES,FL 33138 AUTH01111=1110PROMWAVVE ®1888.8014 ACORD CORPORATION.A8 rights reserved. ACORD 25(2074101) The ACORD now amt logo are regrob mW marks of ACORD • I JEFF AIWATER CHW FMNCIAL WFICER STATE OF FLORIDA IDEPOIF FI NA CE$ C01 MION OF WORKERS'COWWMAWON CERTIFWATE OF ELECTION TO 13E WUMWrr pIWU FLORIDA VFORKEW CqWqMMTM LAW,,. . CONSTRU CTICIN WOURTRY EXEmpnoN This CKUfm filet Uie 1nfWMUBI Usted berm has ekKW Los be exempt kM FtWM VftkgW CdngorAettan I"f EFFECTIVE DATE: 9P14W14 EXPIRATION CATI: v14=18 SPASIANO LEWIS FEIN; 1342MO7 BUSINESS MAIAE AND Al SS.- LEINDI UEC'iRIC INC .nro� gniaww�ow+exe�rcv�mnn�.rn,.a*r+esw�•r�:an,.,... .w. .,.�r„c... :aG::... . ., w c '. 1880 NELSON TERRACE THE VILLAGES FL 32182 SCOPES OF allSMEM OR TRAIDE. LICENSED ELECTRICAL CONTRACTOR RWrette�tt�Cfia�ar-0.6flp8(1q).F.B.,�olfla�af a vr?na olecla na4 raea !9 or a a RUNG it to gMrl iA�a a1 �X a of Wmma latarflots testa r�tv of 91e btotkreataarUt tml�f an VAram ateiet la q�40 t>$(921 R$„ o! OmantaAeatF_ y ads+win Hm st {a s amdl-lbbOmmv wwbemgmabramms jr at mv fto murvolft atum qfte ergo awrimmfna xI no inapt nm r9**mflixft of Rft mettn for kamnasofa amunew TAe mvo8sata g nasi at tl�tsa4tt c r P01m nand anew a �er�tUie�otst�a a�gr tEosliN L :otfne+ DF34:2-DWG-252 CERT'tF ATE OF EI,E.0 ION TO BE EXEMPT REVISED 07-12 t]lil+5`1�+JNi�QBgl�g43-1809 x� . e Lewd! Electric EC 13001488 AFFIDAVIT Date State of 7710111A County of z�-v=L-;fd Before me this day personally appeared L 4-�' -s�� ' who being duly sworn, deposes and says; He will be the only contractor that I am the only contractor that will be working on job at 1125 91 Street Miami Shores, FL. Sworn to and subscribed before me this ,P-- day of �x&cv ,2015 by Personally know Or Produced Identification Type of Identification Produced Print,Type or Stamp Name of Notary 'R RQgER? CA1-OW � my C130 1P-111. #EEO. + 08,2016 �(pIRES March T 153 SIMS Miami shores Vrillage Building Ebpartment '�toR 10050 KE.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 Notice to Owner—Workers' Compensation Insurance Exemption Florida Law retires Workers' Co on irmanos cmoqp mim ampter 440 of the Florida Staftifem Fla 5tRL §440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to dAdrdng a bdidirg perrrdt PamarttotFteFlorida Division ofWorkerd Compow;MonEmployer Facts Bre An employer in the construction industry who employs one or more part-time or full-time employes including the owner,must oats n workerd corrVervmhon wv Cororateofficers or members of a limited liability company 0,LC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers cwpmrchon exemp ion at;9 has acknowledge that he or she will not use day labor,pact-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your projecL In these circumstances,Miami Shores Village does not require verification of wwkeW oompmmbon imumoaWmage from the okra does oorripeny for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNO ll"DGE THAT YOU HAVE READ TIRS NOTICE AND UNDERSTAm ITS CONTENTS. Sime: Owner State of Florida County of Miami-Dade The foregoing was aoknow ge before me this day of �._ 201'5L: By l'F 6 N N who is personally known to me or bas produced �L "DR�V�ce- u�CN as identification. Notary: Notary Public state of Florida SEAL: Sir Alvarez +� Sir Commission FF 158750 "Jofy� Expires 09/03/2018 JAMES F. BIAGI P.E. 1915 NE. 45 STREET =Y.- #37467 I , FT. LAUD. FL. 33309 } � I ' 14 MARCH 2, 2015 VILLAGE OF MIAMI SHORES BLDG. DEPT. i TO WHOM IT MAY CONCERN; PLEASE BE ADVISED THAT THE STATED GROUND WATER LEVEL AT THIS PROPOSED POOL, BY DOLPHIN POOLS & SPAS INC., IS MINUS 6 FEET BELOW GRADE. THE BOTTOM OF THE CONCRETE .( POOL SHELL IS MINUS 5'-5". THEREFORE THERE IS NO UPLIFT I� PRESSURE EXERTED ON THIS POOL SHELL. THE POOL FLOOR HAS BEEN INCREASED IN THICKNESS TO 8" W/#3 BARS @ 10" O.C. EACH WAY TO BE ON THE SAFE SIDE. 6iLY, o. 37467 JAMES . $I-4I P.E. •....' STATE OF :�tv . . M.. . SRI ,.• ♦ A. .....,,. SIONAL • i Gf EOTECHNICAL MATERIAL TESTING i ENVIRONMENTAL DRILLING SERVICES HYDROGEOL6GY. INSPECTION SERVICES ASBESTOS. ROOF TESTING DYNATECH ENGINEERING CORP. Miami,April 10,2013 Mrs. Karina Grimaldi Mr. Wolfgang Hoermann 1125 North East 91 St Terrace Miami Shores,FL 33138 Re: Proposed Pool @ 1125 North East 91"Terrace Miami Shores, FL Dear Mrs. Grimaldi: Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil Investigation on April 10, 2013 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed pool. I A total of(2)standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 15'below existing ground surface at the locations shown on the attached sketch only. The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From To Description 0'-0" 0'-6" Topsoil and grass 0'-6" 2'-0" Brown sand w/rock fragments 2'-0" 2'4" Tan medium sand 2'-6" 3'-6" Tan medium sand w/rock fragments 3'-6" 15'-0" Tan sandy limerock Groundwater table elevation was measured immediately at the completion of Pach boring&fd Was 9000:0 found at an average depth of 6'-0"below existing ground surface at the time qt Dulling. -4yis& ... • ground surface elevation was not provided to us at the time of drilling. Design users must uerify existing ground elevations as well as FEMA Flood and County highest and lowest growd*Ver • elevation for their design. Fluctuation in water level is anticipated due to seasonal variations a.cl'run ••• • ...... ... ..... off as well as varying ground elevations construction dewatering and pumping wAvides in Ski area. ...._.. Site contractor must familiarize himself with site conditions in the event grounglwpq controls and • dewatering is needed. Surface flooding may result under hurricane conditions and slhould be4hen • into consideration in the design of the project. The contractor shall make sut' jhaot groundwater •'•: levels on adjacent properties are not affected due to the contractors dewatering activities. Srpec,'Jty groundwater contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618 - Phone: (305)828-7499 - Fax: (305)828-9598 a P*ftd-mm"f,. E-mail: Dynatech@Bellsouth.net Page No. 2 •1125 North East 91"Terrace,Miami Shores,FL Based on our understanding of the proposed pool and our field boring logs; the following are our recommendations for foundations design: A- Excavate the entire area of the proposed pool to proper depth. B- Compact excavated area to a minimum of 95%of ASTM D-1557. C- Verify compaction efforts by taking field density tests. D- Any additional fill below ground water shall consist of compacted gravel unless dewatering is employed. The above recommendation being achieved and verified;it is our opinion that the proposed pool be designed for a shallow system with a permissible soil bearing pressure not to exceed 2,000 PSF. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. - Angle of internal friction: 30° - Earth pressure coefficient Ka: 0.33;Kp: 3.0 - Angle of wall friction: 30°for steel piles, 201 for concrete or brick walls; 15°uncoated steel. Excavations shall not extend within 1 foot of the angle of repose next to existing footings or structures, unless underpinned. All excavation shoring must be designed and inspected by a Florida licensed professional engineer. All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect,engineer of record and contractor to address vibration/dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to prevent differential settlements. Also note that as a common engineering practice for existing and new construction;outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water,sewer,plumbing,sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. •••• . . 0000 0000.. An arborist must be consulted prior to any land clearing to verify compliance Vifflocal•codii •• 000.66 .. 0000.. 0 Detailed settlement analysis was beyond the scope of this report. However, ym sieve cov ere4d the fi0eld00.. test data obtained in this exploration with our experience with structures simirVt!o those pOg0 1 i 00"• 0 this report. The estimated magnitude of these settlements is 1 to 2 inches. Ijue000tQ0.0 .the granular nature0of. the subsurface materials,the foundation settlements should occur as the loadgav$pplied and should be, virtually negligible by the end of the building shell completion. 6 :000:6 00000' • 6 . . 0000.. .. 0000 If dynamic loading is proposed(ie: parking garage,etc...)this condition MUST be brow 0 **Dour attention to re-evaluate the applicability of our recommendations. 2 Page No. 3 1125 North East 91"Terrace, Miami Shores,FL The boring log(s)attached present(s)a detailed description of the soils encountered at test location(s).The soil stratification shown on the boring log(s)is based on the examination of the recovered soil samples and interpretation of the driller's field log(s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase Il Environmental Site Assessments is recommended.As a mutual protection to clients,the public and ourselves, all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal,State,County and City rules and regulations. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, 11 V0. :: �/ Wissam Naamani P.E. C4, DYNATECI3 ENGINEERING CORP. : e N , Florida Reg.No. 39584 Special Inspector No. 757 a - Certificate of Authorization No.: CA 5491 -' 'A • �`�,.R,°e � • ,`��'i66• 9.99•• ®tYf'®� • ��.�A •• •• 9999•• q o'1l�1 �yp � ••6• 9.99•: • 9 • • 99999999 9999• 90.60• 60.0 0000• •6.6000 •• •60• 60 0606•• • • • • • 0 • • • • 066000 00060• • • • •0906• 00 0 • 000 • • 000• • 3 ' DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MRS.KARINA GRIMALDI&MR.WOLFGANG HOERMANN DATE: 4-10-13 PROJECT' : Proposed Pool @ HOLE NO.•• B-1 ADDRESS : 1125 N. E. 91"Terrace,Miami Shores,FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON "N' SAMPLER 1 2 Hand H 2 2 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to 2'-0" BROWNISH MEDIUM SAND W/ROCK 6 4 3 5 6 FRAGMENTS 2 2 7 8 8 4 4 1 9 2'-0"to 2'-6" TAN MEDIUM SAND 10 10 5 5 t. 11 2'-6"to 3'-6" 8 9 TAN MEDIUM SAND W/ROCK FRAGMENTS 12 6 5 10 12 5 5 13 3'-6"to 15'-0" TAN SANDY LIMEROCK 14 9 7 13' 14 6 5 15 16 5 6 16 17 1 18 8 19 20 20 21 2 22 2 23 24 24 25 26 26 27 28 28 0000 29 . . 000000000. 30 .. 0. 0 0 31 **see* .. so 0. 000 3200...��. 00 . 0000 0000 • •. 33 • 0000 0000 34 .. . •••• •• •• 35 .. .. 0000 •• ••• 36 0 0 37 •••••• 0000. 38 000 0 Water Level: 6' Below Surface Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidential properly of die%and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER;A:HOLLOW STEM AUGER;R:REFUSAL. 4 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 TEST BORING REPORT (305)828-7499 CLIENT : MRS.KARINA GRIMALDI&MR.WOLFGANG HOERMANN DATE: 4-10-13 PROJECT : Proposed Pool @ HOLE NO.: B-2 ADDRESS : 1125 N. E. 91"Terrace,Miami Shores,FL. DRILLER: AS i LOCATION : See attached plan LATITUDE LONGITUDE =rZLER DEPTH DESCRIPTION OF MATERIALS 1 2 Hand H 2 3 0'-0"to 0'-8" TOPSOIL AND GRASS 4 Hand H 4 6 0'-8"to 1'-0" BROWNMEDIUM SAND 6 3 3 5: 2 3 7 1'-0"to 2'-6" LIGHT TAN MEDIUM SAND 8 4 3 f=- 8 5 8 9 10 2'-6"to 3'-6" TAN MEDIUM SAND W/ROCK FRAGMENTS 10 6 9 11 9 11 12 3'-6"to 15'-0" TAN SANDY LIMEROCK 12 12 8 1 c 7 8 13 14 9 7 13 ' 14 15 6 8 .. � 16 16 8 7 17 18 18 19 20 20 21 22 22 23 24 24 25 26 26 27 28 28 0000 29 . . 0000 0000. 30 •• 0• • 31 0.0.00 of .. 32 33 0000 0000 . . .: 0000 0000 34 ..34. 0000 00 .. 35 • 0000 0000 000l 36 ••• • 37 0 0 0 0 .. 000 + .00000 38 38 • •• ••• Water Level: 6' Below Surface As a mutual protection to client&the public and ourselves,all reports are submitted as the confidential property of client and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER;A:HOLLOW STEM AUGER,R;REFUSAL. , 5 Y 8: Boring Test Location Ar B2 i Residence i Bl i 0000 N.E. 91s'Terrace 6000.' 0000.. .. 6 40 0 . 0000.. 0000 0006.. J 6666•• • :0600: 6606 6606 •.•6• 0•••6• ••6• 0600• •• •• 6666 6606:• DYNATECH ENGINEERING CpR66•P. . •• ••. :. 0000.. ... •. Client: Mrs. Karina Grimaldi/Mr. Wolfgang Hoermann Scale:N.R4 Project: 1125 N.E. 91"Terrace, Miami Shores,Florida 33138 Date: A Folio No.: 11-3205-001-0140 pril 10,2013 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s)to be drilled after building pad(s)are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s)has been demolished and proposed new building staked out. As a mutual protection to clients,the public and ourselves,all reports are submitted•as confidential property of clients, and authorization for publication of statements, conclusions,extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With a �ticl Size Relative Density and Consistency Boulders > 12 in. Cone PenetrationStandard• Cobble 3 in.to 1 in. Tests Penetration Relative Gravel 4.76 mm to 3in. /cm lows/ft. Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm.to 0.074 mm Sands 0-16 0-4 Very Loose Clay <0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firmodifxe Over 120 31-50 Dense 5%- 10 % Slightly Silty or Clayey 10%.-30% Silty or Clayey Silts& 0-3 0-2 Very Loose 301/6-50% Very Silty or Very Clayey Clay 4.9 3-4 Soft 0%-S% Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff 1 l%-20% Little 32-60 16-30 Very Stiff 21%-35% Some Over 60 31-50 Hard >35%And ••••••. . . 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. Rock Hardness Description •••••• •••••• • • 0000 0000 00:00• Soft Rock core crumbles when handled 06:60: •••• ••••• Medium Can break with your hands. •• •• 000* ••••0• Moderate Hard Thin edges or rock core can be broken within'j;j • •• •••0:• Hard Thin edges or rock core cannot be broken with fig ers :****o Very Hard Rock core rings when struck with hammer 4ehs •••••• 0000 tJPL1r-r oiu POOL @ u ge Nr.- 416r 7t er-AccF HIA•1!t C-A0M5 rL 4ierpA C�ledt7t:. ��leiTu9N = ♦�t•QD`P.ilat�.lG) � + l E.vATtoN QF Caaev wA'1��.. '� `5•do C'i' p eoo N.tia vo) AwA ,vst 5 .69 k' (ot.4 = 3{0. 2 UF'L.tFT f Oca*,jo WArec UM 3�.2 x t•R crAmge) = 6s. X 6 24 - j x-24 mty t1P ,Cr 8" -nt. �o�sct2erc- ft)� u,00M cn-. - took - - Pool. 2-4 asF A4MA. 6 2.4 u t od* - (o24©c) x' t - 2 Cr cror-) _�1.4 580* C!WMTW- od` cEN fi•fci ''',, r i • rP� i V4j. W � ;A :J rA OF • °•�� OAL• . o °J �/' r i ECEI�TEI� MAR 19 2015 [,BY: �� C.. /2S' C- TAT /" © G 4 .. "" &ozamocf o-c- ?cot- **7 c 7j E- 1_s F cf "f ov L. 'rtzz:;. —T-�G- Lw i e_ POOL. F-OOC-- ZOO (c-,L ,a- 75 ICA' 4- -14 e Vis• ,•�• c cj� .--- LQ..�i tr �i• r I tur •• MIFfiR. : h RP MaxHo VS, VARIAQLE-SPEED PUMP SERIF$ n Energy Saving . 5 That Are Just Right, , ';S ,t1 f' MaxFlo VS is right-sized for most medium-head applications,which means it pays for itself faster than larger,more expensive variable speed models. to Upgraded features such as a new built-in tune• clock make operation even easier.The intuitive user interface is now rotatable so it always faces the nghl direction and.the new wiring compartment makes}nstalatonquwtkandreliable: MaxFIOVS is'anldeai upgrade for those looking to reduce energy,use and save money! } tlh,Y I! Alp r ,,:.,W Tt r ffffNull �g(µt�4 4� r � SNI r�,4F�'it( .,'�� l4+�'(1�'��tt'1�, }� it 'J;iR , ai' STDs �•� `fir�K � w C.Jig t . : „ i ��` 1. a `1 -' -. -.... 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'pttW�r eeas�nlPtroriE. tnttmedlaie leedb�aCkio r•' N » �---=—All modcls•rnclude 1* niaxuniie Cnrrgf sad „ 2"union conne00n8 !pfd t t ?-\vay.rotaC+ble utterf�ac�:r r t � th,•1t's always easy to rem LatestvjdrauNcdesignjR)!hl t andofWale. } Iorincreased etltrtei�Cy;1 i 1, and priming abiltly 3 ' hrw wirin can tarlotenCtOf n f r g I d.ck and relab_IC inSlJ.la11g15 self-PrimingGapabiht 9n Advanced motor Design ;'; t� r�r .( �q { ! r i 1,l ; � I �l ar Sochon lift uP IOU aW;( PC(n>anenl magnet,totalty- ri r R ( o.,I,i' walerlevel I enc used ran cooled(1790 '. .1 i)}i P�,Ir. r S,gn pro:air s incredible Oe 1y + ,ry 'W a liciuncy atxl re4abt6ry ( ? ",fix 1l1 ` + C r .:. ,_ '. ..,/t ilE7r ''�t. ' �yl +� 1�(Y l,• ,j �'N+ S Incredibly ouiel-opera lbn c speciely at energy-savttg l IN, .ower:speeds,, MaxFio Vs," Pump ANG rnAXFLO VS PERFORMAI� Variable-speed pumps are the ultimate way to Save eneigy VVttd(°eninyint, Ap, Qyed models,however,are oversized YY""- t� your pool.Most other variable-speed sapproved when compared to medium-head pumps such as Hayward"'s MaxF10 „ ' series.The ENERGY STAG certified MaxFl)US is I fight sized,lk�rticularry for applications vath a_5"'1x'2"plumbing.Providing tremenWus energy -savingsthal result in an even faster return on-your investment. , !!++ t The new built-in time clock makes programming even easier compared to basic counidoavn timers.The 2-way rotatable user Interlace is always a 00 easy to read&operate and the new wiring compartment lar gwck and reliable installations: MaxFlo VS provides customizable speed,Start/Slop times,and pruning 00; ___�o td ,� yo too time to match the needs of both aftermarket and new consiruction FLOW{GPM), i' • Ienclosed installations.Advanced permanent magnet and'total y fan r cooled(TEFL)motor lechnologie,provide incredible elliciency f, and reliability. r xti-\ tll i. Upgrade and save with MaxFIo.VS! v 92- r r : DOEt r i� r 9 .3 Model Number SP2302VSP ' i'<4 r Total HP 1.50 Motor Design Permanent MAOID Totally Enclosed U Ott Speed'Range 600 . 3000 RF 'xt T'. + d/ 8.16' (t Voltage 230V Single Phase _ a,,o 111 11• %�\ Union Connections fs z 2 F NSE •.• u:,xrid t5 Ser To lake a closer Zook aF M2xAIJWW 01W�Hayward products,c�o�� •�\ „�S -q! ww.hayward.com'orc1{t1 138B'HAYWARD. S •. �,r DOLPHIN POOLS'& SPAS INC. c ` 1125 NE. 91 TEPP, _ t MIAMI Sfj(IxtS , FL -•�' �,taN+etd Inn tCrwld�f>d4fSUhIkOSa!aJFp5Mra1 /�/ �(1-'� •.• • `�`� (I`h�.XFI r: (ry t istlYbiFIOYSWk7dut+and10rawd / Wages.VC 020t/1htMaid„dis4es,tc i^Y /ON - ;i'i {"•t9�'R"*'.:.. -..-. .ogmn..m.,. .:>,r,,,k.e...c.. ........... rr.,.,•M,it!a� :pnW�tryv., r•s -i-,.•x.e.,..m -r••cr»<.7".x t'ir7!:P'7? tom'? r'' o-C''S +P,nn r cr .>._, • � The Association of Pool& Spa Professionals'9 ANSVAPrS'v?C r:15 FNi-FiGY EFFICIENCY COMPLIANCE INFORMATION SWI:I?iOING POf?!aS PROJECT NAME: » CONTRACTORNAMr �._ .._...._.. ..__. _. .._, ..__ .:.,t • AND ADDRESS r AND ADDRESS: _ DOLPHIN POOLS &'SPAS I'NC 11125 NE. 91 TERR. OWNER: �– CONTRACTOR PHONE: MIAMI SHORES, FL.. ' L ' This information sheet was prepared by the APSP-15 Residential Swimminp,Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and.$pa Professionals(APSP). It is not part of the American National Standard ANSI/APSP,tiCC•15 2011 but is included for information only.Contractors should acquire and cont ol'y' with the ANSI/APSP/iCC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume a. Gallons: ;or 1.1 JC`�/7 gallons b.Calculated Gallons: _(surfoce area)X _(average depth)X 7.48 (gol/ft43) = 2.§5.2.1:Calculated maximum filtration flow rate Z. c/ gpm (Pool volume_360 or 36gpm whichever is larger) ,l .•' ;.§5.2.2:Auxiliary Pool Load: _Yes, G No? Enter the highest'auxiliary pool load"to be powered b the swimming 3. m 9 r3'p p y g pool filtrotinn pump.Do not add auxiliary gP +ool load flow rotes together,only the highest is used.) i Calculated maximum flow rate 4, � gpm y *em 2 or Item 3,whichever is larger.) §5.5,1:Pipe sizing: a.Minimum suction pipe diameter 5a.2 t✓_ inches (Enter the smallest pipe sire from Table 1 with u 6 jps flow capacity the some or more than item 4•1 b.Minimum suction branch pipe diameter Sb. �3 inches (Culculate:Item 4. __ (gpm) Brunch Pipes (quantity)=brunch flow rate Inter the smallest pipe site frorn Table.1 with a 6 fps flow copacity the same or more than the calculated suction btonch flow torr..) c.Minimum return pipe diameter 5c. inches (Enter the srrraliest pipe sire from I able 1 with a a fps flow capacity the some or more than ltem'4.) . jl d. Minimum return branch pipe diameter 5d._2° inches (Culculate:Item 4. __(gpmJ•:Branch Pipes__ ___(quorttity)=branch flow rate (gpmJ. Enter the smallest pipe.size from Table 1 with a 8 fps flow capacity the same or mare than the calculated return branch flow rate.) 1, ;.4.1:Filter type and size: I a.Filter type:(Cartridge,DE,Sand) 6a, b.Minimum filter area _�� . Z _ . 6b. sq.ft: r+ (Calculate:item 4. (gpm)+filter jactor•___•__,J lifter foctors:Cartridge-,.37 Sond- Dlutumuceous forth=2 .4.2:Backwash valve: A�Yes, using a backwash valve,enter result of hero Sc or 2 Inches whichever is larger) 7. inches P Table! — (t ,'' P.P.,sl FF-Titas na 90» 7 t85 248 sa o IAG/ /e'��/ _Nominal GPM0 s M E o e / Norttlnal Gf'M�i R fps rt 44 719 tt44-T 247 It E • •• / p selection: Pooh.17,000 gallons or less,select pump'from the database with a Curve-ern fllop el tVa ttrttti 2 0 ° Pools 17,001 gallons or more,select pump•from the database with a Curved qpm flaw eto o •nps must have one speed!bred that sc,tisf5es this requirement. Z y( a.Pump model s S� PS b.Pump flow �i A °•'jP .• FLQ"•' � 8b. p (§5.3.2.1,5..1.2.2:Apjoi;.:able Curve A or C gpm flow listed In dotohase) ESJ IKAras ' lttll0 ` ANSI/APS,P/SCC•15 standard Writing Commktee Form }j�• i„° �p( r • l y JAMES, BIAGI P.E. 1915 NE. 45 ST. FT. LAUD. FL. 33308 .i Wooed Pump and Maln Qraln Cover: Pump sol dedion D •�_ using purnp curve for Simplified (Curtp Madwi rnd Fine I�HOMSPO-ve) TDH&System Flow Rate. Main Drain Cover f��w � �� 1t�4-t ---- (System Flow R8P must not (Wke and V*del) +' exceed approved cover flow rnto) s Notes: Minimum system ftvw taesed on min.flow per skimmor of 35 gpm. 1 Detormino the Number vin Q Np-q 2f Required In-Floor Suction Outlets: iL. 1 Check ell that apply. c ✓ Q 3 O © 2 suction ouUols @ �i gpm max.now(dee note,2): .: 3 suction outlets gpm max:flow(see note Channol Drain Q 316 gpm max.flow rete. t------�-yT Channel Drain @ 217 gpm wl 2 ports& 278 gpm w/3 ports(see nate 4). I. Notes: 1. If a variable speed pump is used, use the max. pump flow In calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufactuper. 3. Insert manufacturer's name and approved maximum now. 4. See installation instructions for number of ports to be used. r outlet covert rate must conform to most recent edition of ASMEJA �. In-Floor suction ou NSI e g , Al 12.19.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location cannot change without submitting a revised plan and TOH worksh©ot. "' ai i i, Page 2 f 3 I y: ANSIlASP-7 2(308 SpeclrieS axes rnn thoda tcx datarm• Ing Chn nvixlrnurr nyrlorr flow roto mow e folltn©aim( Mod TON. calculation u one M the rnathOds avcc;lkxi. SIMP11 it?d Totall DY am�c Head�TUH� Catcutatlon Worksher)t Ai [�TDH Ca15v(at{on O�>�Nona"Ch Dump Chark One. �imrdlf5-ed TCual Djlip'n(r tic!xl•f U= t;omplets STQH Worlcshent—FYI in all LAank3 � iIt Car>;hleLn f�rcx,�rnm Ar OlhtN t�lca• f:lD In �7 1 I" '. roaulrod Nonka on wcxkahet t!�attach caICU1atltxis. JI p i pstarmine Maximm Flow Rato; Minimum Flow Rata Required. 35 ppm Per Skimmer 1. CalCulote Pool VolumU: CiK x , x 7 48(gal.,:UbIC foot) (6u1. � . x 6G (min.lhr.) = _ 2. pelnrmin• preferToc) 7urnovAr 71mo in hours.��//��//�� _ r, ,�,.r I,%Mir) t 0 3. DBtAfTTilne h1Ax//F1c>w• fZnlr): :Nob ( rro,.•a.V) (r�:ni,rnFk,+.itrr,.lci;y.+■mHcwwteJ 4. Spa JoL;: N!A x Own per et= flow rale. (t40 d J.ut- tJA bto.✓} (Tari.)Ser Flow Rode) (For!moon pump pochllspcl c;Orntx7, ut;a the hlgoor of No. 3 or No. 4 in the following CZICU18UOMS for thO Pool&spa) De m �Pipo Sivas: ,, Brunch Piping to be 3 inch to keap velocity 6 fps max. at 130ppm MaximumSys18rn Flow Rata; Trunk Piping to be _ ?Tg Inch to keop vok>City @ 8 fp:;rnox. 10 11`l gprn MaximurT3,Systern Flow Rate j Return Piping to be Z inch to Koep velodty C 10 fps max.at . i 0�__ ppm Maximum Syslam Flow Rata, t D rminis§fmbiped I ' 1 Distance tram pool to pump in feet' :A�•r'�' 2. Friction loss (it,v:uvtkx)ftipc)in 2•ri inch pitxt rx ^ h t t� 47(ym ' �•_¢_._. lrrom p1Cxr t4owlhit tion bsa efin�t) 3. Frictlon loss (In rriurn plpc)in �'�i Incn pipe for 1 It (iIb Q S7F)fn = 0-4- {ffnm PILO ftvwf ll6n loss Chert) -p..•.pn a fi.r+ �'iiwj irl MM ry t e of ft"I (TDH 6W YI06) (IMQN da n.rw.,Nb.1 (rt Cj Iv.v t n of ntp.) (TON 911)-;p4,e) flair ane Ftklkhn Lb"r'e rew e eO�80111itiil/o�y�0 TDH In Piping:_ _ _..._.__...._....__. Vwt -r•..tJ`+tS.oarxf ��):. •• (rprti:0tltal data Sr1eA'Q' o.ptA,,,,,,,,, v,,,•." T.'`i�i.';.` F:41: 6 a r b rp7- 1Q s 00� %oTn TD ndetn shoul):_ _�_ . NO• 611 other loss: 73a m �1Jy�m. -O,tOr J41f�tm O.tG' i : P-�� ,� 1( nlificKS TDD:__✓_I._� .04 00 FSS I ON0. _...... DOLPHIN POOLS & SPAS INC. JAMES E3IA - T _ 1125 NE. 91 TEPP, , t915 NF 45 STREET FT. LAUD. FL. 33308 MIAMI SHORES, FL. r ##37'467 THIS EQUIPOTENTIAL GROUNDING GRID SHALL CONSIST OF A SINGLE UNCOVERED # 8 COPPER WIRE SURROUNDING THE POOL PERIMETER 4" TO 6" BELOW GRADE AND @ 18"-24" FROM THE WATERLINE, CONNECTING TO COVERED #8 GROUNDING WIRES ATTACHED TO THE POOL STEEL AT 4 SEPARATE POINTS AROUND THE POOL. CONNECTIONS SHALL BE EXOTHERMIC WELDING OR LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY. A SINGLE GROUNDING WIRE SHALL CONNECT FROM THIS GRID TO THE POOL EQUIPMENT PER N.E.C. 680.26C. 98 COVERED GRD. WIRE TO POOL EQUIPMENT. I Il I #8 COVERED GRD. WIRE (TYPICAL OF 4) #8 UNCOVERED GRD. WIRE TYP. n eA� &I AG I s'', e W j N • _�e RE: DOLPHIN POOLS & SPAS INC. q..o A• '••...••,,.•• •�, �r�� 1125 NE. 91 TERR. A''. �®F�S�j`�NP��` MIAMI SHORES, FL. BIAGI P.E. ELECTRICAL APPROVE ®ATE EME AY WAR I Hayward industrial Drive : Pool Products Clemmons,NC 27012 �� A HaywerIndustrieOnc. Company 336712.9900 www.haywardnot.com i" CERTIFICATION OF COMPLIANCE Conta ns: WGI048E Description 8" Round Suction Outlet Cover Ratings: Floo : 125 GPM Wali: ZZ_CEM_ Open Area: 8.1 so-in Certified to Co nply with Section 1404 of the Virginia Graeme Baker Act(VG'B) Pool & Spa Safety Act Test Results ca t be obtained from:www.Haywardnet.com and/or h"://www.nsf.org/Certif)cd/Poolsi Manufactwed: between October 2008 and December 2008, by Hayward Pool Products in Jiangsu Province, China and Clet tmons,NC Divisions of Hayward Industries,Inc. 620 Division Street, Elizabeth, NJ 07207, Phone 908-355-7995 'Date of Mfr: T to Lot Numbcr shown on the product label contains the Year & \Month of manufacture. The I first number to presents the year(ex 8 -2008) and dle second character the month (A-Jan. 8-Feb, H=Aug,I is skipped,)=Sep etc) Tested to ANS/ASME 112.19.8-2010(addendum 8a-2010) per section 1404 OF VG8 Pool $ safety act. Certified by NSF International, 789 N. Dixboro Rd. l Ann Arbor,MI. 48105 (1 800 NSF MARK) n Date of Installs non: t S WG l 048COC ANTI–VORTEX DAWN bRNM R TO ASW E A I t 2.t 9,51 8Y UL (�lYP.(C„AI OF 2 UL W 7Z LISM b.. s' MINIMUM SPACING BETWEEN !-- DtFOFRERE�NiA ou ON &AOUNTING HOLES I i i °°000 °0 °°0° 0go 4 N I 0000000 07 3i. .. 0000 000c� MAXIMA! t>« tam SUCTION C utiET o00o po00o VW Tat comacet,a, COVERW C 1048E OOc30040�0000000. 0 000000 0000 0000 SUCTION 0 PIPING PUMP— ULP ru N AN - O T RAI , COVER ( NO T FIRED, MAIN BRAIN COVERS CONFORM TO F.B.C. 2010 SECTIONS 424.2.6.3 & 424.2.6.6 ' I t�ul<tute°ai tp to r \ b ,,`,`` 1915 NE. 45 STRICT " FT. LAUD. FL. 33 ' F NO REVIEW REQUIRED - -- Florida Health Miami-Dade County 6MIN. FrROMDaST. W1L6ENERATOR O.S.T.D S. & ell ProgramPOOL , k Applictio Na: Date: gaa 0.1c; 7-0 Top I ,t'•j, i Jho'`/�,(tet/ „p�-£j� O.> Signature ignature n •Ga � ---�.--�- =�Y i7 c°5 i Z A. AL h , 1 W Z Q-3o �/,40' «: � •moo• .�;• j��°° ..o � l '° tl'��;�'I � • � G1#3.�..yj,,ro+ i f.,�,..y: y � Na 41)4* F LJi f Or 7 V� G:�R..�S a�I'r•�{;.. 9 G>r,•n 'r'...:. ul'1"J+r 7�� C •�` i ♦ t , •:%J�� A-.• v '�. :b ( t t? �RG9, 1W 13 5 D NC ai N 9 f ay & ' � L J , TANK @ FRONT OF PROP. �" 1 wz '� ST n 11 � � f G.R^',�f' fLs,G/7� 'r1Uf'J'yJ�r77� Page of;12t ' t I - • 't 50 0� jo t + r__:_�_ 5 4 rc�GG f/©r71c7�' This property described as : i Lrots 16 and 17 , Block 1 , Q. WATERStDGE, according to the Plat thereof, as recorded -in a Plat Book 9 , Page 141 : of the Public Records of Miami-Dadie County, Florida. Note: Underground encroachments and utilities, if any, not located. Fdrice ownership by visual mems. only, legal ownership not i; determined. go A a. '�05; �'!. -iS B rev Dc.o,2 ` �,�r f %or' ,�c?54r/��✓?� dr ��'?c/o�'� f ll/"Ya Q . _ ��/rl�' i i 1001 6-5'T 674-I/06el? Ail I 4 P �� 3 r1R Kaxi.na 1125 N.E. ,1,94Shoras, FlorGrimaldi. t r. �b �, t A BOUND'S�lt� r §I 4iribosseduwY �' , rtr� � a�0. d''C; A R C 9 A, I htSe I hereby certify that the survey repre , L ,,l j` i `'�' 'Tyr '��U IIEV. RS -LAND PLANd,I rented he meets the minimum I I techni at standards set forth by the : P2Q,9$ "� Boarf�frrof Land Surveyorx pursuant to n i SectibF a72.027•Fla.Sfa u .There are �f�.fCe ate rCss"'9 r9 hlCarar'Ave�ue,Coral Gables,Flortt a X33134 noe 6oachments,ov �psreasements FRA�+IC'IS>�Q F. F1�7d4RD0 u�� ' � app4arir s on the. tither than f' shown veto. (305)668-7909 (954)523-8663 • Laird 5Jrvtyor No. �' p rE'' 5 'ALE" t}� DRAWN BY DRW , b Fta.'Re + i 2] 9-15-=08 Recertified, Certified. To, Name and ;N"].bod �izform�t�o '' Rev�sea,�"