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BPP-15-2601 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)7568972 Inspection Number: INSP-245649 Permit Number. BPP-10-15-2601 Scheduled Inspection Date:July 20,2016 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Mesa,Michel Inspection Type: Final Owner: GUILLEN,KRISTINA Work Classification: Repair Job Address:1298 NE 104 Street Miami Shores,FL 33138- Phone Number Parcel Number 1122320300100 Project: <NONE> Contractor. PREMIER CONSTRUCTION AND PAVERS Phone:(954)441-4224 Building Department Comments 4"CONCRETE POOL DECK NEW DIAMOND BRITE TO Iffractio INSPECTOR COMMENTS Passedcomments SWIMMING POOL NEW COPING TO POOL&NEW TILE False 6"AROUND POOL PERIMETER INSTALLATION OF APPROVED POOL BARRIER Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspectlon fee Is paid July 19,2016 For inspections please calk(305)762-4949 Page 1 of 41 Miami Shores Village t N r. � 10050 N.E.2nd Avenue NE f .N Miami Shores,FL 33138-0000 � _•w Phone: (305)795-2204 Expiration: 0 1112016 Project Address Parcel Number Applicant 1298 NE 104 Street 1122320300100 Miami Shores, FL 33138- Block: Lot: KRISTINA GUILLEN . Owner ir.'ormation Address Phone Cell KRISTINA GUILLEN 1298 NE 104 Street MIAMI SHORES FL 33138- 1298 NE 104 Street MIAMI SHORES FL 33138- Contractors) — Phone Cell Phone Valuation: $ 8,700.00 PREMIER CONSTRUCTION AND PAVE (954)441-4224 Total Sq Feet: 00 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Review Building Type of Wore-Swimming Pool Occupancy: Review Building Additiona!lnfo:a°CONCRETE POOL DECK NEW DIAMO Bond Return: Review Building Classification:Residential Scanning:3 Review Electrical Review Electrical Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# BPP-10-15-57414 DBPR Fee $3.92 DCA Fee $3.92 10/14!2015 Check*1080 $50.00 $242.24 Education Surcharge $1.80 12/14/2015 Check*1137 $242.24 $0.00 Permit Fee $261.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $292.24 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 wore done "y eithc:myceff, n,, ;:mployes. I understand that separate permits are requires for 17LECTRICA.L.PLUMBING,MECHANIC INDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS A IT: I certify that al fore in Information is accurate and that all work will be done in compliance with all applicable laws regulating construction a d zone . uthe ,I a oriz t abo named contractor to do the work stated. December 14,2015 Alftli5`nzed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 14,2015 1 Miami Shores Village5BY: CRIVED 2015 Building DepartmentA 14 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ Tel:(305)795-2204 Fax:(305)756-8972 e' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20��/ � BUILDING Master Permit Np`�=�� PE MIT APPLICATION Sub Permit No. 7BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1298 NE 104 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-030-0100 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: NO BFE: FFE: OWNER:Name(Fee Simple Titleholder):Kristina Guillen Phone#:305-975-1070 Address: 1298 NE 104 Street City. Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Not Applicable Phone#:N/A Email: kristiguillen@gmail.com CONTRACTOR:Company Name: Premier Construction and Pavers Phone#: 954-441-4224 Address: 4200 SW 141 Avenue City. Davie / State: FL Zip: 33330 Qualifier Name: /G t CVmq✓t Phone#: State Certification or Registration#: 1i96 1251,00 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ g 71o6 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New,, ❑ Repair/Replace ❑ Demolition Description of Work: /� G M�lA/ M GtJI� /IJ /04 jTdlfl� /i/MI �✓ bel Aar, iau Specify color of color thru tile: Submittal Fee$ 5:'V-moi Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2L: Ae). (Revisedo2/24/2014) r Bonding Company's Name(if applicable) Not Applicable Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) Space Coast Credit Union Mortgage Lender's Address 15900 Miramar Parkway city Miramarstate FL Zip 33027 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 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 1�nL l OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of [�/X✓ 20 / ,by `/ day of ® e ms' ,20 f by /S pAA iGl who i ersonally know o who is ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC- IJ& Sign: i Sign• % Print: U.1' Pmt C"-, Print:(9b15 S ZA7( Seal: ..�v.^r+v+V'�taMl+� ". ,. tills RETIES.,..,';,', .►s""�,� Notary Public State of Florida Seal: + Notary PWft-State of • •$Myr Comm.Expires Now 26,201 S Maria Carballeira va Commission#EE 143500 ge My CommiasiioonpEgE731472 �y , �5 APPROVED BY Q I Plans Examiner �`I Zoning Structural Review Clerk (Revised02/24/2014) r t/tfling Miami Shores Village . Building Department �LVRiup' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned Kristina Guillen is/are the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida: Address: 1298 NE 104 Street, Miami Shores FL 33138 Whereas,the undersigned owner(s) Kristina Guillen desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)doles)hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That,I/we,as owner(s)hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is damaged or removed by any case. NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,an accordance of said Village then in effect. ou Li lie-n OW7IGN&PRINT OWNER SING&PRINT I Hereby Certify that on this day personally appeared before me��<< �A i4im l J 1N\ and has produced ID # as identification and he/she acknowledge that helshe executed the foregoing,freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this—&—day, / day of �Ll NOTARYPUBLIC STATE OF FLORIDA (Revised 05/2209 C"�'v :tk":is State d Floridatbal1314i2ieka < ssion y14f4018 r ♦SuR�d`s`�? ,,,,,l" Miami Shores Village %7 -* Building Department �kre � Aires ® �OR1Up' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date l° '' �� Miami Shores Village Building &Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as , located at 1298 NE 104 Street Miami Shores, FL 33138 In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note:This certification is to be submitted with a swimming pool permit appication in duplicate. �yard�r�tT i,nr`i¢,�`� ��'�.�' f� i ° � ��. ' yp. ro�"tx`'° ��e� .�9,a.'�✓a�:+sel�tr ��'�:��,az%. „� �'�s. y �g��,�",.. ' c, a"� 14�� ,. f� �,'#w� aa'^"�,�G S �a } nru� s Yr �`"r T �. ' ��.... J;..��' "��„��,�'r,.e�,• ,��.�n� {,s'n„ '�� ..� a �'�a "Z f � c"F'.. it�^��"+�� t 3'A�4X .✓`'.£�" `.,L �t < 2t v"Si :i�' Gg� ":�'g: ,�'�t�f% i X tai NMI S, M: Ys a rs1tC fix".% T IN. ..a z3 f r-x..s a rw,-?. .;`vr"'°}''$rz' -i a't pi - �t gide. .i R. `SS„�. 3 k •.� "'h �Yi•.. Y- 4b" .Y ^ �S..L..�' Yk3h 1 RL T G 2i R .. _ � �U y� imn yk;� � ��,��Y1�S�a � `�,L�� x � x�`6 z`f"�; �' ��st4��t`�✓�� i f."Y W��.D p � �3r� _: i '�-. e7'F;Y '3 .9`v a ~e,'Feae �wf "� .x S "Ycxz� ,!�'' ;,^s',' ayr „ - e•'€" a k u �� sir .�Ig - c`"-a ,s,'. ,;�`IN `'"s54'�s`'�n %g��r 5 �" �: rtMh�"�✓i^,ktt4xw r as� i�" f X It WIM., H Ir COMMERCIAL IER RESIDENTIAL CONSTRUCTION AND PAVERS, INC. Date:October 13,2015 State of Florida County of Dade Before me this day appeared Michelle Lyman who,being duly sworn,deposes and say: That she will be the only person working on the project located at: 1298 N.E.104'Street Miami Shores, FL 33138 Y Sw o ubscribed before me this 13"'day of October.2015,by Michelle Lyman Personally know /A OR Produced Identification r Type of Identification produced -Md/L-zk �� Q-&d6 - Print,Type or Stamp Name of Notary Martha Estrada IT„ ;a= W%"A,11 : Office 954-441-4224 Fax 954-693.4703 Email: premierenterprisegroup@yahoo.com Premier Enterprise Group of South Florida Inc Building Contractor • Licensed&Insured CBC 1256001 �n Ingo "BRIM Miami Shores Village resBuilding Department ��lpv 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner— Workers' Compensation Insurance Exemption -'' .""+'i �.. 6 nip�'Y,�j.,;. its t ,"�`r ,. � kssr a .�.. � F ""T"""'."'77:;: i 7777,{ Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) 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'compensation exemption and has acknowledge that he or she will not use day labor,part-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 project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU A OWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 0 Signature: la, ' Owner State of Florida County of Miami-Dade �� ® The foregoing was acknowledge before me this day of VdIO& ,20 15—. By Knc' z-_bng, G( who is personally known to m or has produced as identificatio Notary: C_ cm 4 SEAL: �#V 0, Notary Public State of Florida Marla Carbelleira WCOMM p1 Expires 12!14!2015 _ _ ,> _. Florida .._ DELTA7 rd Street e Miami, FL 331155 P831 0 SW h one: 305-221-3149 4<� Miami1298 NE 104 ST - Address of Treatment or Lot/Block of Treatment1 /5/16 2:00 Pm ftke Gonzalez Date Time Applicator Premise Imidacloprid 50 Gallons Product Used Chemical :. _.. r.� 500 SF Percent Concenbstion Area wwted(square feet) Linear feet Vented Horizontal & Adjoining Slab Stage of treatment (Horizontal,Vertical,Adjoining Slab,r:, A.,As If ifthis notice is for the' :: .: .. .. . :final _ :: , : this line Loam IffgMaj i 1 _�� —�•V\Y�\WY 'YNYiY�\\I YLi\Y�\MN � d ,DEC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM Miami,January 6, 2016 Mrs. Christina Guillhen 1298 Northeast 104 Street �. Miami Shores,FL /�? Re: Proposed Pool Deck @ 1298 Northeast 104 'Street Miami Shores,FL Dear Mrs. Guillen: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on January 6, 2016 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done,prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction telt nsul�s °It has been a pleasure working with you and look forward to do so in the near futur ,� ':d 4D Sincerely yours, Al®, 39, , ° e � e� e e e � e e e r SPT e. ® e •� �Wis , P. E. `%° ° OF • '� DYNATECH ENGINEERING CORP.'n 9 °�®Rt®A Florida Reg.No. 39584 At4L-VAG®* ,�°e Special Inspector No. 757 Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL•INFOODYNATECHENGriQEERING.COM �1 , EC DYNATECH ENGINEERING CORP,W W W.DY'1V'ATECHENaINEERINO.COM eti.a MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: January 6,2016 CLIENT: MRS. CHRISTINA GUILLEN PROJECT: Proposed Pool Deck lad ADDRESS: 1298 Northeast 100 Street,Miami Shores,FL CONTRACTOR: Mrs. Christina Guillen MATERIAL DESCRIPTION: Tan sand whock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 5.1 104.2 6.6 107.4 8.9 110.3 113 13.0 108.9 D 14.6 105.5 R 111 Y D 109 E Optimum Moisture---I 0-1Percent N 100%Maximum Dry Density--!I-1.3 lbs./cu.ft. 107 S %Passing 3/4"Sieve 88.4 Percent I 105 T Y -103 Sampled By:JA Tested By: JA Checked BY:WN oa t"1C &eo� 6 8 10 12 14 16 m e �e e a M0. e 39684 a mutual protection to clients,the public and ourselves,all reports a o ar _Respectively submittgd, are submitted as the confidential property of clients,and authorization ' 0 . S'q e for use,publication of statements,conclusions or extracts from or regardiq�, ee p�®� 20. <`Wlssam Na Mani,F.E. our reports is reserved pending our written approval. ee`0 DYNATECH ENGINEERING CORP. �+��` Florida Reg.No.39584 EPI�®�ee° g Certificate of Authorization No.:CA 5491 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL•INFOODYNATECHENGINEERING.COM �IEC ^D E CDYNATECH ENGINEERING CORP. W W W.DMA%TECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: January 6,2016 CLIENT: MRS. CHRISTINA GUILLEN PROJECT: Proposed Pool Deck n. ADDRESS: 1298 Northeast 104''Street,Miami Shores,FL CONTRACTOR: Mrs. Christina Guillen Test No. 1 Location: East side of north pool deck underslab Test No. 2 Location: West side of north pool deck underslab Test No. 3 Location: Center of west pool deck underslab Test No. 4 Location: Center of south pool deck underslab Test No. 5 Location: Center of east pool deck underslab Description of Material: Tan sand w/rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 109.7 110.1 109.5 109.3 110.2 MOISTURE CONTENT% 8.9 9.2 8.7 8.3 8.6 MAX.DENSITY IN THE FIELD % 98.6 98.9 98.4 98.2 99.0 COMPACTION REQUIREMENTS 98% 98% 98% 98% 98% %OF MAXIMUM 100%MAXIMUM DENSITY(LAB) 111.3 111.3 111.3 111.3 111.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested By:JA Checked By:WN ®m •^LIC Wis Naamani,P.E. DYNATECH ENGINEERING CORP. '96c�, aFlorida Reg.No.39584 e „ ® � �T�9I�® ,® Certificate of Authorization No.:CA 5491 .� i *A density test determines the degree of compaction of the tested °ice erial only. In sfo#Ayihall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to constructio a o/Igl�oil coni' As a mutual protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients,and bfl°tbf wt of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. E.`t 3 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7499 PAX(305)828-9598 EMAIL INFOODYNATECHENGME MUNG.COMf EC ` ~ DA VILA Associates Services, Inc. ofessional Land Swwyors,Mappme&Engineers liflaate ofAutharfiaUon NO."066&NO.LBy83S • Main U` (306)983-6001�3(308)9o3-2603 • • • ••i• WWW.DAVILAASSOCIATSBSERVICIMOD14 ••• • • • 0000•• • 0000•9 • •••• • 000.0• ••' 0000•• • BOUNDARY SURVEY 0 • SCALE.1.20 •• • �• • �••••• 000..0 .' • ; .0.000 0.00. 0000.. • ...... ... .. �•. 0000. . ... ... .......:•0000 0000 • .. ........ . 5O' TOM R BY PLA ; i•• ' ••••i• 18 ASPH. PVMT.' ..( • • •• r. • •. •• " "" ": 'NE 104th STREET.. .. , .00::00. :::: • 0000, .. ... ........ . .. .. ... ........... ... .. N c r' TILE 12' PARKWAY r•t 75.00'(R&M) }� B.CORN < 4 CONC. SWK g�W1U.° W.M.CZ> , JG,lr �rG�✓ ..0 CLl 297.6 F.I. . O ,9.00' 9 F Q' p3q (jJ TILE BLOCK N a �> >o.00' QQ 23.s0 o gM TILE 10.400,F ti, 0.20' TILE PbR6`FI N M I 14.70 • US LOTS 9 C J BLOCK 2 pmoh y o ONE STORY ad g N RES.#1298Olt IL CO a0 �j Cp7 U 35.40' (11 Q W {1yF..- a 0.40 0 Z W ,G�,1) I. CONC., ail a o_� A 8.00' 3 bi i3nit, 0.3CCL 10.x' 1 a i j• F.I.PJ�" C.L.F.3 75.00'(R&M) , b d a MIAMI SHORES SECTION 8 REVISED 31.41 DRAWN 8Y: ART-S �,•: :.,. SURVEYOR NOTE acs L t -THERE ARE NO WS1BLE ENCROACHMENTS CHECKED BY: R.A. SCALE: V-20' fie'• waw.{�1 `••.."4"t;�a;s,..• FIELD DATE: 02.0&2094 0000,,„00.0 JOB NO: 94-0239500 SEAL SHEET. 12 OF 2 U.S.FEDERAL MERGE OFHOMELANDMANAGEMENT SECURITY ELEVATION CERTIFICATE OMB No.1660-0008 - ®W— FEDERAL EMERGENCY INANAaEMENT AGENCY FW Expiration Date:July 31,2015 Nmlw,aFWIhtauaact Progrmhn IMPORTANT:Follow the Instructions on pages 1-9. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name KRISTINA GUILLEN 14-023150OAK Policy Nom; A2. Buitd1%9 tut Adneludtng Apt.,Unit,Suite,and/or Bldg.No.)or PO,Route and Box No. comperry Nuc Number: •• • E 1 • ••• City MIAMI SHORES State FL ZIP Code 33138 •• • •••••• A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) •••••• ••••• •• RIVER BAY PARK PB 41-55 LOT 5 BLK 211-2232-030-0100 • 44. Building Use(e.g.,Residential,Non-Residential,Addition,Accesstary,etc.)gESIDENTIAL •••••• A5. Lstltude/longitude:Lot. M2G082.14" Long.VM*10'1(r Horizontal Datum: ❑NAD OP• NAD 198$ • i••••0 A6. Attach at least 2 photographs of the building it Ute Certificate is Mktg used to obtain good hhsurence. •••• •*00:0 • • A7. Building Diagram Number 1 f+ • A8. For a bufldbng with a crawlspeca or enclosure(s): A9.For a building with an attached garage: •••�••�• • :::see •• a) Square footage of crowiepac a or enclosures) sg ft a) Square footage of attached garage •• _sgtt • ••• b) No.of permanent flood openings in the crawispace or 17 b) Number of permanent flood OpeMng�ip garage•• •• ••• enclosure(s)within 1.0 foot above adjacent d� ••• �� within 1.0 foot above adjacent gre • • Q Total net area of fl00tl openings In AB.b sq in c) Total net area of flood openings in Alb rv'- sq.in • d) Engineered flood openings? 13 Yes ®No d) Engineered flood openings? ❑1(ps (�No ••••i• ••••i• SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION ••• i • :••• • 61.NS P 1ty N e mminity Numbern Na ••• • •• MIAMI R -1 MI- ADEM VL State ••• : • B4.-Map/Panel Number 86,Suffix 86.FIRM index Date I B7.FIRM Panel Eff / 1 88.Rood Zones} I B9.Base Rood Elevations)(Zone Revised Date A0.use base flood depth) 12D86C 0306 L 09/11/2009 09/11/2009 AE 8.0 810.Indicate the source of the Base Rood Elevation(BFE)data or base food depth enteral in Item 89: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source: 511.Indicate elevation datum used for BFE in Item 69: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: 812.Is the building located in a Coastal Barder Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 11 No Designation Date: / / ❑CBRS ❑OPA SECTION C-WILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* IN Finished Construction *A new Elevation Certificate will be required when construction of the building,is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with SFE),AR,AR/A,AR/AE.AR/A1-A30.AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7,In Puerto Rico only,enter meters. Benchmark Utilized: DC Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NOVO 1929 ❑NAVO 1988 ❑Other/Source: Datum used for building'elevations must be the same as that used for the SFE. Check the measurement used. a)Top of bottom floor(kaduding basement,crawlsowe,or enclosure floor) 9. 3_ lid feet ❑meters b)Top of the next higher floor N/, A C1 feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/. A ®feet [3meters d)Attached garage(top of slab) N/, A M feet ❑meters e)Lowest elevation of machinery or equipment serAcIng the building 8. 00 ®feet ❑meters (Describe type of equipment and location In Comments) f) Lowest adjacent(ttnishod)grade next to building(LAG) 7, 90 ®feet ❑meters g) Highest sQacent(ftnisned)grade next to building(HAG) a. 10 IN feet ❑meters h)Lowest adjacent grate at lowest elevation of deck or stalls,including Nt,A IN Net ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information.t certify that the information on this CBrtiRcate represents my best efforts to Interpret the data avallabte. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S.Code,Section 1001, t•«rj•.. ®Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑Check here If attachments. licensed land surveyor? ®Yes ❑No r 0 centre �enae � EFRAIN C.LOPEZ 2300&LB 753$ t e° f 'nue Company name t P.L.S. address Q'AVILA&ASSOCIATES SERVICES INC ••°'"a .•,''•d code 680 E 49 STREET H�1ALEAH FLLte 330113 '`•«.».•"'• 5i®nahars Data I Telephone 0210812014 305 953-2600 FEMA Form 08 12) See reverse side for continuation. Replaces all previous editions. .............. RA ELEVATION CERTIFICATE,page 2 _ i ' IMPORTANT:In these spaces,copy the corresponding Infortnadon from Section A. FOR INSURANCE COMPANY USE Building Street Address(Including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Polly Number. 1298 NE 104 ST City State ZIP Code Comp"NAIC Number: MIAMI SHORES FL 33138 • SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) _• •'••• Copy both sides of this Elevation Certificate for(1)community official.(2)Insurance agent/company,and(3)building owner. •• •••••• Comments C.2.E.REFERS TO AIR CONDITIONER MACHINERY SERVICING BUILDING 909060 • •••• •• %W:.. LATITUDE AND LONGITUDE OBTAINED BY GPS/FLOOD ZONE DETERMINATION IS FURNISHED BY •••• •••• • THIS ELEVATION IS INTENDED FOR FLOOD INSURANCE PURPOSES ONLY;NOT TO BE USED FOR•LUI #O.R ZON%G • ••••• •••• • • Signature T�C Dab 02/08!2014 •••••• ••••• w�-;� • SECTION —NINEDiNG ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A tWft BFE) •' • •••••• For Zones AO and A(without BFE),canplete Items E1-E5,V the Certificate is intended to support a LOMA or LOMR•F request.compltkOSe tipW A,Band C. •• •••••• For Items Ei-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. • • • • E1.Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highe0adjacent• • grade(HAG)and the lowest ad)ecenf grade(LAG). 0 • *00000 ••••i• a)Top of bottom Door(Including basement.crowispeca,or enclosure)is ❑feet []meters ❑above or Q%10*mew! • • b)Top of bottom floor(including basement.crowispace,or enclosure)Is ❑feet ❑meters ❑above or ❑below the LAG • ••• •••••• E2.For Building Diagrams B-9 with permanent flood openings provided In Section A Items 8 and/or 9(see pages 8-9 of Instructions), ••• • • the next higher floor(elevation C2.b In the diagrams)of the building is ❑feet ❑meters ❑above or ❑blow the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery end/or equipment servicing the building is ❑feet ❑meters ❑above or ❑blow the HAG. ES.Zone AO on If no flood depth number is available.is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance?[3 Yes ❑No ❑Unknown.The local offlial must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or communitydssued SFE)or Zone AO must sign here.The statements In Sections A,S.and E are correct to the beat of my knowledge. Property Owner or Owner's Authorized Reprosentative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can compete Sections A,B.C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G"10.in Puerto Rico only,enter meters. G1. ❑The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data In the Comments area below.) G2. ❑A community official competed Section E for a building located in Zone A(without a FEMAassued or commun*Issued BEE)or Zone A0. G3. ❑The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued I G6.Date CertNk ate Of Compliance/Oocuponcy issued G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of es4)ullt lowest Door(including basement)of the building: C7 feet ❑maters Datum G9. BFE or(in Zoo AO)depth of flooding at the northing site: ❑feet ❑meters Datum G10.Comma W$design flood elevation: ❑feet ❑meters Datum Local Of(k iefs Name Title Community Name Telephone Signature Date Comments ❑Clock here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous edMons. ELEVATION CERTIFICATE,page 3 BUILDING PHOTOGRAPHS DAVILA See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt..Unit,Suite.and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1298 NE 104 ST CSale ZIP Code Company NAtC Number: • itMIAMI SHORES FL 33138 • ••••6 • � 0000•• If using the Elevation Certificate to obtain NFIP hood insurance,affix at least 2 building photographs below according to t� instructions •••• • • for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and,if required, "Right Side Vle ' Cht*Left 6 •• •� Side View."When applicable,photographs must show the foundation with representative examples of the flood openingswargr4s,as •••••6 indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. • • 0000 • • • • •0000• FRONT VIEW/SIDE VIEW •••• 0.00 • • 006..0 00000 6 • •• •• . 6 •066• 00 ..a .•... 6' • •••..0 • 0 6 • 0• Y 0 6 0 •6 • •.0 •0 6 6 0• • • • • ••• •00.0. 00 0 y .nwWay�y... W ry F � M 4� V R m ' ��'�«'k�,�'�_.*- Yom^ DATE:02-08-2014 FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE,page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Duilding Street Address(Including Apt.,Unit,Suite,arid/or Bldg.No.)or PO-Route and Box No. Policy rmmbec 1298 NE 104 ST City State ZIP Code Company MAIC Number: • MIAMI SHORES FL 33138 • 00000 so If submitting more photographs than will fit on the preceding page,affix the additional photographs below.Identify all photoraphs with: 6••• • • date taken;"Front View"and"Rear View";and,if required,"Right Side View"and"Left Side View."When applicable,photDill ahE fiust ••••• • show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 666606 ••0• • • REAR SIDENIEW SIDE •�"'� • 0000•; Y••• 0000 ' • •••••• 0000• •• 0• ti 000080 600000 • • • • 0 s • • • � • �• ••• 0000•• F •• • • • _ 0• • ,4 i w `vaAFNU f V""r:, M: rt <axr aZ t IF E)ATE:02-08-2014 FEMA Form 086-0-33(7/12) Replaces all previous editions. VILA Associates Services, Inc. f"Wona)Lend Surmyom Magpm&Eng nft" rdRARue of Authmizadon NO.a9oS6&NO.LBmS • • Main Lint(308)9S3-2600 I Fax t(305)953.31603 • • • •••• W W W.DAVD.AASSOCEATFM9RV(C8S.COM • i • • ••• • ••••• •••••• LOCATION SKETCH • • SCALE-MT.a ii•••i :090:0 • •••••: NE 104th STREET i••• :• ••• i • �J •iii•• •ii•• a� •• •i• • • i••••i ^rye S 9 • `.•. • •i• •••i:0• �!! • • • • 2 • • i•• •• •ii•i• Lance SWOPBS SHCTgNSRLY=31.41 •i•i 0 • •i • • ii •ii•i • • LEGEND 8 ABBREVIAn1ONS A-ARC DBrARM (RF.RECORDDww= LEGAL NOTES TOACCOA9PANYSKETCNOFSURVEY: AX- PAO RXRm- fissoexce .i BMArK@ABHffBNJB pVi1BP'tBUCABWROSNOr37aD6W�/0eMB9lRt2r. AA.AVARWMMROOJ RM-01111T-0AWAY .ewuarrar aarReaesrRAeroPnneweuwwvEmeR UAcsm R o AS.-auaWvwW o RAA-RAMORRACM WSTRtAGNM A'AWAFlWnVO DEPROP M.. ASML-ASPMU am-NAM .e�Sf/RVRVeasSBp:Crwo!ffiCAnoNa tRRrATaNS.R88TRJC7IA8 RE82AVATRMBME, WN2311 CA-SLOCKOURNO ROS-WWOVBWANOCASP09K RRE','Ma BLDG.-BUADGB ARC-SECNOR •L80At06SCRIPMOPROMMOYpOfTCRATTOSTIND V S~ANI: LK-80CHAuRR W..-OJORY .80UNQA r9UR A9Wl5AORAW WANW0RA GRAM40 FJMW TlCWCPTNBSW8YWCNK a08a-mmaFaziltwO 90M-8106WALK powcolmomDM MO.OMADREDRAWMATASNOWSCAWANDWAlOrTOWALE (()-ou4mTBO CLP.-SEJ IPBE •BASSO SASWNIWNARNPER ATBpOKIRd888OEPICJWOTIO CMOATONBAW SLR-SHJOIONRCD •MEJ9MSMOMACHWENPWAMS VISMEANDAEOVHOROUNDaYClfOIC/SWNrB CB$-coNCR BSLOQ amcn&R aP.-samoEDPORCRR .ARCKFOCTSSIAYL W WVZOWADRBOLUT(ONS RBSTM1 NS SSJSAORBAAW WSL BER88POMSMS CAW.-CONIM R&MWALL ay.-M mve FORB(.WN(t" CN••CNm .8scom •AMPLAIBMMUDMWrR607D.ar1ONFOR'APPROMPMAUYMMYKW?Dr WPROM CRA CNDRDBEARING T-TANOW AUDNWDE8 WNEWOUSUM4OMM. DRL.-fAAOtM IPNGD/ TM-7momm .tmmoy19tmN0Rm?m FBM HASNOTATTBNPTBO ToLOCATSFOOTWOANDOWADUAWTLOWC.-d.FNL IDB.-LIRRY .FMarwnaRWaPNGroareaw� CC.a.EANwr aa-GrETnEWaim .MRSPLAWOFSM .ffW8MPJW~RWTHE SKCUSW UW OP TWENTMaNAMBOtWRBOMt CIF..CWWLDStAwJLB' BA.-WATIRDLS Imcap"FN•AM CALB-CANALIJAWrERAAtCSFi>SE41&+r WA4-tYA1W1A1EJEN oaBBNorBxT9eomANrLNLMaweoPWRTr OM.collo IE W....•VAWFVM CAP.-ComammUTEDYPOLB W.RZOWPORCR $URVEYOR'SNOTES. Ca-cowa%TEFMBt W.R.-WODOROOF I.C9R�TE W AU MOR VCU LS A 2WF0.NOT VALID VW~AN AUDBNJICATM ELE=WAC Ca. maw W..-WAIUYALY< SKIANT RAMWAUrN4//DfATJ DRECJAOBCSM CW.-CGNO=WALK I-MONW1ENrLAT R D"S OWY B MrMM FM MW AWCNAM LBRTOAQE M NgPW=PAOFM ONLY.EACLtmvaY (-CFMTWIAR L FOR TIS USE BY THME TO*Ww fr CORDMES.rw SM"B Nor rO aUSED FM C0MSTR=7M aJAZ DRAWAOB MAWR IMLWAEASE'OWRT 4-OSUA P�MrrWaD@SWCRANYOTWMUSEP/RNgRDE%rdrMNOOYSMJOF�AINGLOPEZ CRw-MNEWAY t.PRgMtttLRW Blot•BLEK•91.607M LEGEND ENOa 89ROACNn6kr -OYERYWAO UTARRYLRES LL W F.K.FWE"w'w CMCAETHB[OCN AM^8.81 FAP.-FOUIB"Pm •-CHAWLWMFENffi(U FAA.22AWRCO •._._.___ -WONP9N'EOFJ FAE-FBR81WDFLOOR&nxTRM -.._....._ B A FAO-FOLMMALaom •ILEVOM W0WwoCBMAJ V I L A R,-� - A socletes ervlces lnc. ► = � AP"0 " WDSD.-1NOR�SANDEW FAea9N®Lr tA•tNOHFOLE CERTIFICATE OP AUTHORIZATION M 2+lose CERTIFICATE OF AUTMRMAT04 NO.7W ,- 680 PAST 49TH STREET lL9.4Wa8RkBO044E1tN,'H A=CA. 148.-MAMJetL1NCSPA9FAWAtr 4LR•LU NAA-NOrApATAPAR/'(r NBYD•NATBNAL GBODEJLC YBB7WM.OATRB4 - MTS-NDTR08CAIE R mAIO.fAO•ER QR•OVBBiAD BY• aRt.•W98fFM 1/TAIIYLAVP4 EFRAINC.LOPEZ,P.L.S. (02.08-2014) 0AA-00RHANSB00N PVWr.-PA'MMIT Pt.PIAWO RWDRES8A7AWt tANO&N7Vfl'OPNO;23W SrAmoPPLowA P.L.NVO9MINS P.CC.POWT Of CO W OtAVD CUPMTURE (VALADCOPE80F TIS SLEWBYWEL BEAR iTWSAB0S8B088N.MtHBATTHSTRNi Pt.PORITOfCURVADAB {ANDURVEYOM P.CD•POWTOFTANSEMCY P.CC-POBLTOFCOLaN SURVEYORSCERTIFIC TON: a pw0FmmASRm RtfiERY0BMSLQR8'801AIOARY8WW8Y'M DWPAOPSRr1'AtMC y PMM-PARKWAY RECaVr1Y�JSAI�ARAW7lW476'RAIYSYPSRY190RAAA9 fROYPLIEBWIM T/W ORN..PBRNARaYTRSPL/OASAABNf LANDS 78G DICHANMRORA88ETPOR DAOAgS TAWOMPDOF ?NAL P38-PR�bNALWVDSWVBYOR FLOAUMMIU RICNAPRffitaPtJ.PtD7NO0 ALMaAPBRWTNB000BPURSUAMmg2077, PA.-POWBRPOLB FLORfO18TA1UTE8. Raa-P08UCMIM9ASBN9Mr CLIENT. KRISTINA GUILLEN PROPERTY ADDRESS:A290 NE 104 STREET.MIAMI SHORES FL 33138 LEGAL DESCRIPTION: LOT 5,BLOCK 2,RIVER BAY PARK SUBDIVISION,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41,PAGE SS, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. ELEVATION INFORMATION: B.M.USED- ELEVATIONS=LOCATED---- BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 9.11.09 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE AF BASE FLOOD ELEVA TION 8.00 COMMUNITY 120652 PANEL NUMBER 0306 SUFFIX L DRAWN BY: ART4 CERTIFIED TO. KRISTINA GUILLEN +i�"'�L"'�l'•. •:4HCA•i••.,•4 SPACE COAST CREDIT UNION IE INSURANCE • CHECKED BY: R.A. OLD REPUBLIC NATIONAL TITLE INSURANCE CO. 3 URBAN TITLE,LLC i Aa FIELD DATE: 02.08.2014 JOB NO: 14.0231800 '•- w SHEET: 1 OF2 SEAL i ® - 2&1®� . OCT 2 9 2015 133: rentak Neer Pool and Spa° IntelliBritd" White Lights Pool and Spa I�yS s < ,�• � yii is 1 J +s Installation and User's Guide •• •fMPORTANT.'SAFETY INSTRUCTIONS ••.RPAfl:AI`4Ei 00 &LOW ALL INSTRUCTIONS •• ••• •SAVE THESE INSTRUCTIONS .. . . .... . . .. .. . . • •• 00 0 • . •• ELECTRICAL REVIEW ya� u ••• ••• APPROVED DATE . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 8 5. Install the IntelliBrite light assembly into the niche and tighten the special bronze pilot screw. � Use only the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche.Failure to use the screw provided could create an electrical hazard which could result in death or serious injury to pool users, installers or others due to electrical shock. Pilot screw(bronze) Pilot screw(bronze) O � p IntelliBrite 5g White Pool Light IntelliBrite Spa Light 6. Fill the pool until the underwater light is completely submerged in water before operating the light. 7. Final check for proper light operation:To check for proper operation, switch on the main switch or circuit breaker,and the switch that operates the IntelliBrite underwater light itself. The light should illuminate when power is applied. If not recheck the installation steps starting with Step 1 (page 7) FOR INTELLIBRITE WHITE POOL AND SPA LIGHT REMOVAL AND INSTALLATION INSTRUCTIONS SEE: • Replacing the IntelliBrite 5g White Pool and Spa Light Assembly instructions,on page 4. • Replacing the IntelliBrite White Spa Light Face Ring and ..Gasket or Gesketpndkens Instructions,on page 17. .. ... .. . . . .. Intelli�riteO5'g-VVhit:Pool Dight anj VgWtc:Spa Light Installation and User's Guide ... . . ELECTRICAL REVIEW am'X-elp ... . . . . ... . • • APPROVE • • ••• DATE______ .: ... . . . ... . • r * 1 7 REQUIREMENTSINSTALLING THE INTELLIBRITE 5G WHITE POOL AND SPA LIGH FIXTURE (AFTER ELECTRICAL . E MET) To install the IntelliBrite light fixture: 1. Route light cable through conduit to Junction Box, leaving at least four(4) feet of cable at the light fixture to coil around the light(this allows the light to be serviced after the pool is filled with water). See Figure 1 below. 48° _ min. To GFCI,Circuit Breaker and 4°min, 8°min.Junction Box or Low Power Source. �� Voltage Transformer,to the max.water[oval of the pool. Rigid 18°min.to top of Lens. Conduit #8 AWG around Connector bonding Is located at rear oi�;i _ Concrete must be cut f niche. '' l back around niche to allow for a compacted plaster seal. 11.50' Coil 4 ft.of light cable around fixture.Figure 1. 18" 2. Cut the cable at the Junction Box, leaving at least six(6)inches(2.4 cm)of cord to make connections. 3. Strip back six(6)inches(2.4 cm)of the outer cord jacket to expose the three insulated conductors(be careful not to damage the insulation on the three(3)inner conductors).Strip a 1/2"of insulation off the three conductors.Be careful not to damage the copper conductor. 4. Connect all three (3)conductors to the corresponding circuit wires in the Junction Box and secure the Junction Box cover in place. of ••• • • • • •• • • • • • •• • • • • • • • • • • •• • •• • • ••• • •• ••• •• • • • •• ••• 00 ':• Intg1F1Ari! fog WIf te••Pooj Light and White Spa Light Installation and User's Guide ••• • •• •• • • •• • • • • ••. ELECTRICAL REVI ••• . . . . •• • • .�O�j '��j . . . w• APPROVED �. ... . . . ... . . ryRES Miami shores Village BO s� Building Department ' gin p 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L ,y '� Tel: (305) 795.2204 tcRNA Fax: (305) 756.8972 OCTOBER 20, 2015, Permit No: BPP-10-15-2601 Building Critique Review Provide specifications for the required low voltage pool light. Plan review Is not complete,when all Items above are corrected,we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. z l Miami Shores Village ♦S��REs�i Building Department ovum alms" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 CIT L��iy V Tel: (305) 795.2204 sh lOR1DA Fax: (305) 756.8972 to OCTOBER 20, 2015, COPI Permit No: BPP-10-15-2601 Building Critique Review Provide specifications for the required low voltage pool light. Plan review Is not complete,when all Items above are corrected,we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. • . ...... • • • • • 000*00 JUNCTIO BOX ' a WATEf&LINE — — 5'-0" MIN. • m co RIGID CONDUIT co � to #8 AWG GROUND °r° ? = CONNECTOR BONDED TO d' ut REBAR cv m v i z 1 LASTIC LIGHT NICHE (9 2 V) TO COMPLY WITH F.B.C. 2094 AND NEC 680 (SEE PLAN FOR LOCATION) SECTION UNDER WATER LAMP SCALE 314" = 1'-0" ELECTRICAL REVIEW `�� APPROVE ,_DATE Auk accrttvrlm CONSTRUCTION MATERIALS tift TECHNOLOGIES si m CORp Cy NEW Client: Pool Guard Manufacturing, Inc. CITY 11575 47'"Street N Clearwater, FL 33762 Attention: Mike Corkery COPY Material: Pool Fence Manufacturer. Pool Guard Manufacturing, Inc. Date Received: April 20&May 16,2012 Source: Pool Guard Manufacturing, Inc. PRI Project No.: PGM-001-02-01 Dates Tested: April 20—May 21,2012 Purpose: Evaluate Pool Guard's Pool Fence for compliance with the 2010 Florida Building Code,Res/dentist. Test Methods: Evaluation and testing was conducted in accordance with 2010 Florida Building Cale,Residential Sections R4101.17.1.15,ASTM D3787-01 Standard Test Method for Bursting Strength of Textiles-Constant-Rate-of-Traverse(CR7)Ball Burst Test, and ASTM D5034-95 Standard Test Method for Breaking Strength and Elongation of Textile Fabrics(Grab Test). Sample Description: Fence roosts—6063-T52 aluminum round tube; Nominal 1" O.D. x 0.125"wall thickness Fence mesh—Twitchell Corporation T45 DBS; Leno weave fabric using 0.25°dia. vinyl-coated 1000 den.polyester core yams in the warp and fill directions. Additional information supplied by the Client is contained in Appendix A. .906.0 6 9999.. 9999.. . 9999.. 9999.. 9999.. 9999 9999 9999 9999. 9999.. 9999 9999. 66 99 6999 996669 666969 00 . 6 . . .96696 699696 9 .. 9999 PGM-001-02-01 PRI-CMT Accreditation:AS TL-189;Miami-Dade 11-0429.05;Florida TST5878;Los Angeles TA24846,?CARC The test results,opinions,or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client No reproduction or facsimile in anyform can be made without the clients permission. This report stall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies,LLC assumes no responsibility nor crakes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Cain Ideriais Tedmdoges,LLC. OM I)dw TarnM FL 33816 T01:813-621-5777 Fax:813821-M &mdffwbrWsWsftWcrritwm Website:httpJhw.pkmtwm • Pool Guard Manufacturing,Inc. 'Pool Fence Page 2 of 3 Results of Testln : Property • 711 '77R r Horizontal Loading, (lbf) Ultimate load;3 specimens; 2010 FBC 36"moment arm;4"embedment into substrate; R4101.17.1.15 56 2:52 Test at 73.413.6°F&5015%RH; �yyy�c� Rate=10 InJmin Fh 3 � k 3 Tensile Strength,(lbf) 5 specimens each direction;4"x 6" ASTM D 5034 Test @ 73.413.6°F and 5012%RH Rate=1210.5 inJmin Warp 232 a100 Fill 140 2x100 Burst Strength, (lbf) 5 specimens;5"x 5' ASTM D 3787 252 a 150 Test @ 73.413.6°F and 5012%RH V Steel Ball;1-3/4"Ring;Rate=1210.5 inhnin 1/4-Sphere Penetration,(Pass/Fail) i odeformation such 5 specimensthatotged Test cel 73.413.6°F and 50120/6 RH can penetrate mash Statement of Compliance: The samples submitted comply with the 2010 Florida Building Code,Residential as stated above.The results and interpretation of testing are representative of the material supplied by the client. PA unbar:74M i •,, 1�••A - t�••• •r• '. Report aY' 6'14811ten tall@ •• •• ..... Issue# Date Pages Revision Description(if applicable) 0%004 •••• •• ••• Original 5/25/2012 3 NA •' " "•• •••••• . . . . ...•.. • PGM-001-02-01 PRI-CMT Accreditation:IAS TL-189;Miami-Dade 11-0429.05;Florida TST5878;Los Angeles TA24 44 CRRC The test results,opinions,or interpretations are based on the material supplied by the client.This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission.This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies,LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PFJC=WcfiwMaW*TWtmdoqWs,LLC. 6408 Badger Ddn Tampa,FL 33610 Td:813821.5777 Fax:813821-5840 e-md mated =Lc= WebSie:tdipJMww.prlcmtc=n $ Pool Guard Manufacturing,Inc. Appendix A 1 'Pool Fence Page 3 of 3 Fence mesh datasheet provided by Client: Fine// COR P O R A T I O N Technical Bulletin Item Number. T45 DBS 1/26/2005 Product Description: A Leno weave fabric lasing .025"dia.vinyl-coated 1000 den.polyester core yams in the warp and fill. Attribute ASTM Warp Fill Typical Construction,end/inch D3775-96 10.0 7.0 Weight,ozlyd2 D3776-96 — — 7.2 Tensile Strength(grab),Ibf D5034-95 322.9 221.4 Tensile Strength(strip),Ibf D5035-95 142.9 121.9 Tear Strength, (Trapezodial),Ibf D1117-97 66.1 38.2 Elongation,% D5035-95 26.5 23.7 Abrasion Resistance D3884-92 No exposure of core yam (CS10/500 cycles/with no added weight) Ball Burst,Ibf D3787-89 198.0 Flammability Rating CS-191.53&CA 117E Weatherability, 1200 burs G53-96 No discoloration Mildew Resistance G21-96 No growth Mathematical . . 006'6 60*::4 Openness Factor, % method S6�88 ...... .• •••••• '*The above results are a representative of real data from single test samples. •••••• • • • 0000•. 0000 •• •• •.•.• 0000•• 0000 ••i••� •• •• 0000 0000•• 0000•• • •• END OF REPORT • • • • • • • • •••••• 0000•• • • • •0000• 00 000 0 PGM-001-02-01 PRI-CMT Agitations:IAS TL-188;Miami-Dade 11-0429.05;Florida TST5878;Los Anger TA248c111;CIRC The test results,opinions,or interpretations are based on the material supplied by the client This report is for the exclusive use of stated diem No reproduction or facsimile in anyform can be made without the dienrs permission.This reportshall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies,LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report ARI Cawk d m Malars Tedmdogiw LLC. 6408 Bader Drive Tampa,FL 33610 Tei:813421-5777 Fax:813-621-5840 e-Mdj10ffiWde8bQ&nCrAt00M Website:htlp:/hr"".prkrd=n