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BPP-06-2702Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/17/2007 Inspector: Grande, Claudio Owner: NETKIN, ROBERT AND MELISSA Job Address: 1266 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BLUE WATER POOLS OF SOUTH FLORIDA Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: New Block: Phone Number (305)965 -5110 Parcel Number 1132050100170 Lot: Phone: (305)634 -0958 Building Department Comments SWIMMING POOL AND PAVER DECK Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-31294. 1) Handholds at wall area are not installed. 2) Provide final letter from Engineer on installation of piles. 9/25/07 CG 4 4 cAd - . SliZe/ �j 62.6e)- 01— ) --.2t ft 0 (0 - 7510-6 eL-- �� a^ W-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 16, 2007 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives noticethat improvements will be made to certain real property, and in accordance with Chapter 713, .Florida Statutes, the following information Is provided in this Notice of Commencement. 1111111 1111111111111111111111111 1111111111111 CF NI 20016R1.1.77330. DR BR 25063 P9 24974 (1P9) RECORDED 11/01/2006 15 :50.53 HARVEY RUVINp CLERK OF COURT MIAI1I -DACDE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: glee` YL. 711,97-: 21/ ' - /QJ � ? ih Or iea LG 2., Description of Improvement ✓wt/ i- 74'vU/v 7 . 1922-4 • 3. Owner(s) name and address: / i(' i ,/V /,i*% Interest in property: Name and address Of fee simple titleholder: 4. Contractors s name ..and address: . % uzift&K 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6; L'ender's nom and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 8. in addition to himself,. Owners designates the following person(s) to .receive' a copy of the Lienor's Notice' as provided In Section 713.13(1)(b), Florida Statutes. Name and address;. • 9. Expiratio date of this Notice of dill ent d is spec ommencement: (the expiration date is 1 year from the date of recording unless a Sign .}- ' -of. er Print Owner's Name 1)061k-k— i (j Sworn to and subscri e me this 77 day of ‘117' Notary Publi Print Not My commission expi 123.01 -52 PAGE 4 8/02 elm , 20Q Prepared b AI " *4 l2tFF Address: 4$% *4i STATE OF FLORIDA. COUNTY OF DADE I HEREBY CERTIFY Mal this is a true Copy ottl►e original filed in this office on t3 V -- ._,s._,.,.,_ day of, WITNESS my hand and Official Sal. 20--- HARVEY RUVIN� CLERK, of C,ruul and By rrly Coyle C.C. Miami Shores Village ��, Building Department � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. itipp °2 2 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's , ddress City Tenant/Lessee Name ohieskowiego Roofing AlOkikt Phone # 06 761 '6/ 77 Phone # Job Address (where the work is being done) 066' PE- OIL City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip Contractor's Company Con i • o,'s Address City State Certificate or Registration No eia0A P 61T Phone # A6- - State Zip Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Certificate of Competency No. Phone # Square / Linear Footage Of Work: Type of Work: !♦ ddition []Alteration - �lw ['New [' ' epair/Replace [' Demoliti Describe Work ***************************************Fees************** * * * * * * * * * * * Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Scanning $ Radon $ DPBR $ Zo Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a perm) and tl�t I ,wo will be perfQ d,toomeet the standards of all laws regulating construction in this jurisdiction. tunderstandtthat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the' person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The forego' _'rstrument was ackno v ;dgvdbef�t, -'4�,6 day of 200 1by who is lersona y known to me or who h. produced as identification and who did take an oath. NOTARY PUBLIC: N Sign: Print My Commission Expires: Plans Examiner Engineer Zoning ro;s orr, Miaini Shores Village Ytioqrn Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `P p 0 C c o Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit Not►' 191 NOV 01 2006 IMOMMEN PERMIT APPLICATION FBC 2004 Permit Type (circle): Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ' at.40./k ,7"/</J/ Phone # 7fic41 j Owner's Address 12U U1. 71-4/-4-% City lima/ 4J fr'h State P1^. • Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) I7.2,/' City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County . Miami -Dade Zip �jr"✓j ' NO Contractor's Company Name &A, j /" o2 `a Contractor's Address 1/71/ "W(/ City a %el . State F4- • Qualifier Name /4 1 State Certificate or Registration No.GP - / /FZ-4'c% Phone # '4 * 0 74— Architect/Engineer's Name (if applicable) Zip �tq� Phone #��`�� Certificate of Competency No. Phone # Value of Work For this Permit $ le) • Square / Linear Footage Of Work: Type of Work: DAddition ❑Alterati on New Repair/Replace ❑Demolition Describe Work: 417/1/1471/6 110A ** * * * * *** *** * * * * * ** * * * * * * * * * * ** *Fees *** * * * *** * * * * * * * ** Submittal Fee $ 2 • CP Permit Fee $ Notary $ Training/Education Fee $ Scanning $ - Radon $ DPBR $ Zoning $ Bond $ 00 1✓ • Code Enforcement $ Double Fee $ Structural Review. $ 66, �6 Total Fee Now Due $ I Z (0 110 `°m 9 .7O ee Reverse side --> 4 * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ v3.20 coicc Technology Fee $ 1(0 • SO • CK 3�f lEa kr7PAT Bonding Company's Name (if Bonding Company's Address • Application is hereby made to� commenced prior to the issue construction in this jurisdiction WELLS, POOLS, FURNACE OWNER'S AFFIDAVIT: applicable laws regulating cc, "WARNING TO OWNER: PAYING TWICE FOR CONSULT WITH YO COMMENCEMENT." Notice to Applicant: As a co promise in good faith that a whose property is subject to for the first inspection whicl inspection will not be •f <provf f It►" Owner or Agent The foregoing instrument was acknowledged before me this `Z� day of der. , 20ati, by y ��/'u" who is personal to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature rtrcivu I F 0 {,f 1/4.4,0 '`'1UL_. ,p �t �' CONTRACTOR: _y c� Wear_ 5._ .,,T_ SUBMITTAL DATE: NOV 1� RESUBMITAL DATES: El l l L PROJECT TYPE: ' f'ooL FIRE WCi ro P // ZONING b'(� • ®x ?gee) "0/749,6 STRUCTURAL N--\ IMPACT FE (:::)1 ELECTRICAL v HRS /DER { NOC PLU G MFCHANI L BLDG Sign: Print: h- 1'YL1f My Commission Expires: orw Expires September 28, 2008 APPLICATION APPROVED BY: (Revised 02/08/06) Signature ork or installation has of all laws regulating PLUMBING, SIGNS, in compliance with all y RESULT IN YOUR TAIN FINANCING, UR NOTICE OF 500, the applicant must delivered to the person e posted at the job site such posted notice, the Contract, The foregoing instrument was acknowledged before me this 27 day of Off-'• , 20C�G by who is persop juown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi n Expires: Miami Shores Village Building Department 11056 l :KIM Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 016)---1 7002, Job Name X ; i le) Date BUILDING CRITIQUE SHEET luecr PAA.u.€49- %l.�n/U�e,ACiUe2PS irvO a(e k• -74'eP CafilV A/4;t/thf 7 I / ��s Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 1050 N E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /ne9 %44vv .eeTu�5 cc-c�•s- 7io.c.r5 gap e).s c/h/v 6 070Z Reviewer: Claudio Grande C.B.o 305 -795 -2204 Ext 1430 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: BPP -06 -2702 Applicant: Robert Netkin Job Address: 1266 NE 94th St. Date Comments August 24, 2006 Iol deck must be at least .10 feet from the side property line and 5 feet from rear lot line. Water's edge of pool must be J2,5 feet from side lot line and 7.5 feet from rear lot line. l� -i -18 Initials 10050 NE 2nd Avenue Tel: (305) 795 -2207 Miami Shores, Florida 33138 Fax: (305) 756 -8972 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: BPP -06 -2702 Applicant: Robert Netkin Job Address: 1266 NE 94th St. Date August 24, 2006 Comments Pool deck must be at least 10 feet from the side property line and 5 feet from rear lot line. Water's edge of pool must be 12.5 feet from side lot line and 7.5 feet from rear lot line. Initials 10050 NE 2nd Avenue Tel: (305) 795 -2207 Miami Shores, Florida 33138 Fax: (305) 756 -8972 5450 Griffin Road, Davie, FI. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe @arch - engr.com December 4, 2006 Bodax Foundations, Inc. 1101 NW 55th Street Fort Lauderdale, FL 33309 RE: Pile installation certification Proposed Swimming Pool 1266 NE 94th Street Miami Shores, FL This is to certify that on December 4, 2006, a representative of this office monitored the installation of the auger cast piles at the referenced site. A total of twelve (12) piles, were installed at depth and locations shown in the attached pile installation log and sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsi- ble for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net axial load of 30 tons (60 kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soil gineering Testing, Inc. Cc: City of Miami Shores Client Robert Netkin 14" AUGER CAST PILES INSTALLATION LOG Page 1 of 1 Miscellaneous Notes: Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 4#5's full length w / #3 ties @ 9" o/c CONTRACTOR: & 1 #7 full Length 4,000 psi ADDRESS: 30 tons Proposed Swimming Pool CITY: Miami Shores, FL Robert Netkin Logge 12660 NE 94th St. E Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Grout Factor Kips Notes: . 12/04/06 1 1 2:03 20 0.80 96 1.44 1.80 60 Start 9:20 2 2 1:56 20 0.80 93 1.40 1.74 60 Tarmac 1180 3 3 1:52 20 0.80 95 1.43 1.78 60 Arrived 9:10 4 4 2:06 20 0.80 102 1.53 1.91 60 9 c.y. 5 5 2:04 20 0.80 98 1.47 1.84 60 6 6 1:48 20 0.80 94 1.41 1.76 60 7 7 1:53 20 0.80 122 1.83 2.29 60 Stop 10:25; Start 11:05 8 8 1:44 20 0.80 90 1.35 1.69 60 Tarmac 1125 9 9 1:57 20 0.80 96 1.44 1.80 60 Arrived 11:00 10 10 2:01 20 0.80 95 1.43 1.78 60 9 c.y. 11 11 1:50 20 0.80 98 1.47 1.84 60 12 12 1:49 20 0.80 94 1.41 1.76 60 Stop 12:00 13 14 15 16 17 18 19 20 Miscellaneous Notes: Steel Spec's: Grout Spec's: Load Bearing: PROJECT: 4#5's full length w / #3 ties @ 9" o/c CONTRACTOR: & 1 #7 full Length 4,000 psi ADDRESS: 30 tons Proposed Swimming Pool CITY: Miami Shores, FL Robert Netkin Logge 12660 NE 94th St. E Auger Piles Location Sketch 1266 NE 94th Street, Miami Shores, FL Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ■96' 2702 Job Name ♦ 412) Date BUILDING CRITIQUE SHEET 7i2eL /&c.,13 gier-rie-te4t, r ryo Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 r'1 �^, as ` /.' Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. BPP -11 -06 -2702 GUIS Issue Date :11 /28/2006 Expires:1 1 /28/2006 Folio Number:1132050100170 Owner's Name: ROBERT AND MELISSA NETKIN Job Address: 1266 94 Street NE Miami Shores Village, FL Total Job Valuation: $ 22,000.00 Owner's Phone: Total Square Feet: (305)965 -5110 519 Contractor(s) Phone Primary Contractor BLUE WATER POOLS OF SOUTH FLORIDA (305)634 -0958 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/6/2007 : Yes Comments: 7/06/07 NEW PLAN OK Miami Shores Village.(- Building Department 10050 N.E. 2"d Avenue, Miami Shores, l"133138 Tel: 305 -795-2204 • Fax: 305 -756 -8972 NOTICE TO M1AM[SHORES VILLAGE BUILDING DEP Olt EMPLOYMENT AS SPECIAL INSPPCTQR UN E FLO1D►A E 4YNG CODS I (We) have been retained by (Hama of owner /agent) 111 i IF WA T F R PO 01 to perform Special Inspector services under the Florida Building Code at the project (address) 12G6 NF 9G St rapt Miami SI)nragMiarai Mats, asof Oct-04 -06 I am a registered Architect or Professional Engineer licensed an the State of Florida. PERMIT N1IMRLr>L: (2 ZZv 0 Special Inspector for Reinforced Unit Ivfasonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long of 6 Ft High, FBC 2319.17.2.4.2 O Special Inspector for Steel Connections, FBC 2218.2 Special Inspector for Soil Compaction, FBC 1820.3.1 D Special Inspector for Precast Units & Attachments, FBC 1927.12.2 X Special Inspector for Pilings, FBC 1822,1.20 D Special Inspector for MIE: Please mark boxes that anpi/ • • • The following individuals(! s) employed by this &n or me are authorized to perform inspections. • • • • • • •••• • •• • • •••••�I.JtIPr•: V ssam Naamani, P. E2, •••• • • • • • • • 3. • • • 4. • •• •• • •• • • • •••. •••• (date). • • • • • • 1, (we) amend that a Special Inspector inspection leg Ow each building must bo displayed in a convenient beacon en to site for • . . reftxeaeeiby1I 4iani Shores Building popert6ment Imitator. Ali mandatory inspections, as required by the plorfda Building Code, • must btl qp tgtgd by Miami Shores. The building iespectioos most be called for ell mandatory baspcctlaos. Inspections performed by • the SpeCktllnspeotorhlred bythe Owner aro jo 1dIdem to the mandatary pnspeallian perfforn ed by the ButkbngDepertteeM • • • • F u r t h e r ; t a p p r 3 & g n p l e t i o a of the w o r k t i n d e r each Building P e r m i t , I wtil submit t o t h e Miami S h o r e s Building Department at ie time • beibre the final inspection the completed inspection log form and a sealed statement indicating that, td the best of my knowledge, • • bow and protcasionaI judgua ntthose pots of the project outlined above meet the intent cedes Florida Building Code and ere In substantial accordant with the approved plans. Engineer /Architect Name Mr. Wissam Naamani, P.E. (Print) Signed and Sealed Address75QWest 84th Avenue, Mia. Date: 10 -04 -06 Phone No. 305- 828 —vuAa _ _ • Florida License No . asaLw GEOTECHNICAL ENVL.RdNMENTAL Hl'DROGEOLOGY ASBESTOS • • • • • • • Miami, September 5, Mr. Frank Vasquez BLUE WATER POOL .3400 North Miami Avenue Miami, FL 33127 Mair:&III wommiminwir DYNATECH ENGINEERING CORP. Re: Proposed Pool @ 1266 NE 94t Street Miami Shores, FL 33138 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Dear. Mr. Vasquez Pursuant to your request, DYNA1'E,CH ENGINEERING CORP. completed a Preliminary .. Subsoil Investigation on September 5, 2006 for the above referenced project. The purpose of our investigation was to verify the subsoil conditions relative to the proposed pool. A total of (2) standard penetration boring tests were performed according to ASTM D -1586 down to an average depth of 20' below existing ground surface. The follQyding graph was developed as a general condition for the subject site: •boring Lags for e�caot.locations and soil condition): • • •.•. • • llepth • • From • • • To .... • • . • • 1' -0" • 7.6w•• • 2' -0 "1 • T'e��•� 3%0'. • 4' -6" 4' -6" 6' -0" 6' -0" 10' -0" 10' -0" 11' -0" 11' -0" 12' -0" 12' -0" 16' -0" 16' -0" 20' -0" Description Topsoil and grass Tan medium sand w /rock fragments Gray fine sand Tan medium sand Gray silty beach sand Gray silt Brown silty peat Tan medium sand w /peat traces Tan medium sand Tan sandy limerock Tan medium sand w /rock fragments (Refer to field Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 3' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering pumping activities in the area. Site contractor must familiarize himself with site conditions in the event dewatering is needed. • 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 • Page No. 2 1266 NE 94th Street, Miami Shores, FL 33138 Silt sand, Silt and Silty Peat were encountered at a depth of 3'- 0" and extending toll' -0" below land surface. This material must be removed and replaced with compacted gravel prior to pool and deck construction. The above recommendation being achieved and verified, it is our opinion that the proposed pool be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. 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, DYNA'1'ECH ENGINEERING CORP., does not guarantee any subsoil conditions between the bore test holes. In accepting 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. Site contractor must familiarize himself with site conditions prior to bidding. 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. • • It Fiae1 een a rleasure serving you at this phase of your project and look forward to do so in the near future. .. • • • Sincerely yours, • • ••• • . • • Wisp dam Naam,• P.E. • DYNA'1;ECH. INEERING CORP. • •• Fl i'& keg. l o, •39584 Spo is inspecfor No. 757 WN /sk 2 DYNATECH CLIENT PROJECT ADDRESS LOCATION TEST BORING REPORT : BLUE WATER POOL : Proposed Pool @ : 1266 NE 94th Street, Miami Shores, FL 33138 : See attached elan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: 9 -1 -06 HOLE NO.: B -1 DRILLER: AS & LD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 • 19 • —sir... 2.2... W• `25 .2z••• 28 29 30 31 32 33 34 35 36 37 38 0' -0" to 0' -8" 0' -8" to 1' -0" 1' -0" to 2' -0" 2' -0" to 3' -0" 3' -0" to 4' -6" 4' -6" to 6' -0" TOPSOIL AND GRASS LIGHT TAN MEDIUM SAND W/ROCK FRAGMENTS DARK GRAY FINE SAND TAN MEDIUM SAND GRAY SILTY BEACH SAND GRAY SILT 6' -0" to 10' -0" BROWN SILTY PEAT • •• • • • Ca to 1 1:;(?' TAN MEDIUM SAND W/PEAT TRACES • •••• • . 11"-0" to 12•s(' • TAN MEDIUM SAND • •• •• • TAN SANDY LIMEROCK •••• •••• 16? 0'; to 2(i"' �1''• ` TAN MEDIUM SAND W/ROCK FRAGMENTS • • • •• •• • • • • 2 Hand H 4 Hand H 2 1 2 1 3 8 2 1 1 2 2 10 2 2 1 1 3 12 2 2 3 3 5 14 12 13 15 12 28 16 A 18 A 20 A 22 24 26 28 30 32 34 36 38 Water Level: 3' Below Surface 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 statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER A: AUGER; R: REFUSAL. 3 DYNATECH TEST BORING REPORT CLIENT : BLUE WATER POOL PROJECT : Proposed Pool @ ADDRESS : 1266 NE 94th Street, Miami Shores, FL 33138 LOCATION : See attached plan 100,3„ ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 DATE: 9-1-06 HOLE NO.: B-2 DRILLER: AS & LD SANIP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18••: •19... _ZEL '21*•• • n: • • 23 tft... • .26 28 29 30 31 32 33 34 35 36 37 38 0%0" to 1'-0" TOPSOIL AND GRASS 1%0" to 3'-0" TAN MEDIUM SAND W/ROCK TRACES 3%0" to 4'-0" GRAY FINE SILTY SAND 4'-0" to 5%0" GRAY SILTY BEACH SAND 5'-0" to 6%0" GRAY SILT 6'-0" to 10'-0" BROWN SILTY PEAT 10'-0" to 11'-0" TAN MEDIUM SAND W/PEAT TRACES • • • fiLcrto 12'-6:. TAN MEDIUM SAND • • • •••• • • • • 1/11!6" to id'-L": TAN SANDY LIMEROCK .1i5e'llOZ to 20:4:: TAN MEDIUM SAND W/ROCK FRAGMENTS • • • • • • • • • • • • • • • • • • • • • • • • • • • 0000 • • • • • • • • • 2 Hand H 4 Hand H 6 2 2 2 2 4 8 1 2 2 1 4 10 2 12 3 2 2 3 4 14 5 8 12 16 20 16 A 18 A 20 A 22 24 26 28 30 32 34 36 38 Water Level: 3' Below Surface M a mutual protection- to clients, the public and ourselves, all reports are submitted as the confidential property of clients, 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: AUGER; IC EtEFUSAL. 4 NE 94 st. Drive way • •• • • • • • • •••• • • ••.• • • •••• • • • • • • • • • • • •• • • • •••• • • •••• • • • • • U • .• • • • • • • • • • • •• •• • • •••• • • • ••• • • •• • • • • • Dynatech Engineering Corp. Client: BLUE WATER POOLS Scale: N.T.S. Project: 1266 NE 94 Street, Miami Shores, F1. 3313pate. 09 -05 -06 • • • • • • • • • • • • • •• • •• • • • •••• •••• • • •••• • • • • •••• • • •••• • • • • •• • • • • • • • • • • •• •• • • •••• • • • ••• • •• 1 t A ?PENDPC GENERAL NOTES property should be considered preliminary with further bori Soil borings on unmarked vacant �5�aP•e staked out. (s) to he drilled after building P be considered preliminary a the stc,utoul s his been. considered preiiminard t existing structures that are to be demolished should Soil borings on e. b erfoimed.afte _. dditional.bori building staked out, b�JP ubmittetl as t Proposed ne�4 b O orts are s public and ourselves, all reports conclusions the � publication of statements, confidential n mutual property el nts, and authorization fol. Q our written approval. t tC xtr cts from PorPega df glients, c� extracts fr or regarding our reports is reserved pending KEY CLASSIFICATiON 'YIVIBOLS • • •• • • • •4...• ... Correlation of Penetration Resistance 'With Relative Density anti ConslstenCV Standard Relative Penetration blows /ft Density Density , Cone Penetration Tests itatent' •• • •SancLs•.•: 0 1$ • 17•-40 t: Io: • 814-.11V • awl L10 • •••• ..•• • . • • •••• •••• • • • 0.s•3.•• Silts • Clays••.: 4I�•t?• . • ;07.• . i$ -3? 32 -60 Over 60 Soft 1s1e:dtura Moderate Hard Hard Very Hard 0 --1 5 -10 11.20 21 - 30 3I -50 0 —2 3_4 5--5 9 —15 16-30 31 50 Boulders Cobble Gravel Sand Silt f clay Very loose Loose Firm Very firm Modifiers Dense Very loose Soft Firm Stiff Very Stiff Hard 10% - 30% 30% - 50% —5Vu 6 -10% 11 --20% 21 -35% > 35 %Anci Rock Hardness Descri lion Rock core crumbles when handfed Can break core with your be broken with fingers. Thin edges or rockcor fingers. Thin edges of rock core cannot be broken with inge) Rock core rings when struck with n hammer ( > 12 in. 3 to 1 in. 4.76 mm to 3 in. 0.07 m m to 4.76 trim' 0.005 men to 0.074 men 0.005 mm Slightly silty or Clayey Silty or Clayey Clayey silty or Very Slightly Trace Trace Little Some a_ 0 0 E U OD ii N 0) .� 0 c z w • • 71 x /©' IF 747 9' W? 6 2.¢x 41. 1 x /moon 470°V95 1)4iverl c 7 ©x 47o- S290011 644WrgalaAtid• 1{41 10#41,0 - 144/ = 5-� t £c /5-0 Ic /0 r. •�G�o•�r = .57f0 ,,t, revEiroa • • • • •••• • •••• • ••• • • • . • f • • ''1 • • • • • • • • • • • • • • • • • •• .. • • •. •:'v / ..•• • s5' ttiV Orr 2102. A4S /' As% c 1'Q4.9G 412. /26,4 /. 9dg STA2 - /! /00/77, .SkvAeaz, f rax lig NOV 0,,,��1 2006 BY' Alga 64/2 -3 7" 72. 67.E 2 47/ •••••• v / 7 4 - 3 , 305,4: 05/ a m er7 4. ®ice 32fva /./.C,x /0 - 11/0 /4 Ail �.� ;,� (4nf ,tJ t 34/00 0,v. - a 4Zea B /4= 24 'o o /g-, //6 f- • • • • rier�i�r�T�e 70/2 3.s� ¢2 a J 7a/1 An - 21" /-18.7-* 76'.6".° lc 40 /2aera rr. X71 at / G8416` / 682© x /Z/ /2/ '' v..s70 a • • • • • • r O7 f 7 = 67.47 .6371'7 o.6.# /‘Sfo3 =.1;6 xi AT7 77° 0.67/0 2 - 41 A7 /2 "c/c f®77 a, 67/az- .2.6o ---- *.4i# Ar " e/e, rer /AMA-, • .. .. • Z../,,X74,7 •••• • • ▪ ::.: 6. -. 3 /1.67, Jr 2 • ;Ff.: • 75© ; ; , , �7et•g 7 67. 27° " • • .5-0,4,7- (o. .5"/ 0:)/ela IOW Aee: 60.,7 4(70/c2.5-2/2 + S.SxO.Sx /3©ac. 7 ra /v x.6M7.- 0.24 �a �� g_6711 bear' 41/ • • • • • • • ... • • wL It/,sttG ir7c4 ref • 74 5.6-3 / 7.-47 fr11,94yeilloof,f7 f/° ArgiaPtireol LP L+ /4:4e. /•4rni / �/9i ,041„5., F44 4 ' 2 e ev7 x /x40 220 -S7e zSeo7x‘.Sic/©o /87 5f ,1 . S iY /S37+21)/z IP 594 X . ..s-/A a7-7t- 2(21)/.3 &87 fz�J :.•• o8 'crZ - /483c' -*/ • •••• • • • • • • . •••• •••• • • • • •••• •••• • • • • • • 9/ •463o 961 ,5290 " 1. .2 1 • •• 5= '22.4 /o.9ox-3a a. BO AT f 49€/c- / 4' BOUNDARY SURVEY PROPERTY ADDRESS: 1266 NE 94 STREET MIAMI SHORES FL 33138 SURVEY # FL-003792 LEGAL DESCRIPTION: Lot 19 & THE E 15 FT OF LOT 20, MIAMI SHORES MY VIEW according to the plat thereof, as recorded In Plat Book 40, Page 16 of the public records of Miami -Dade County, Florida. Community Number Wage of Miami Shores - 120652 Paneh 120652 -0093 Suffix J Index Date: 7/17/1995 F.I.R.M. Date: 3/2/1994 Flood Zone: AE Field Wcric 8014d05 Completed: 8/12/2005 0000• • • • ••••• • •••••• • • • • •••• • .• • • • • • •••• 00000 • • • 000000 •• •• • _ • • • EXACTAFL A V‘T.a Ir CERTIFIED TO: ROBERT & MELISSA NETKIN; LEE GLASSMAN LAW OFFICE; FIRST AMERICAN TITLE INSURANCE COMPANY; ABN AMRO MORTGAGE GROUP, INC., ITS SUCCESSORS AND /OR ASSIGNS. • • •••• •••• • • • •••• • .•• 000.0• SEE REVERSE 3/47P --/ ilkr. saor � ti 180 E8' 2 STYS CBS RES#1266 E11,14 /KING (T" LOT rLTNl3 W!TS OF PLAT 90.25t(M S85°4410" I hereby certify that this Sketch of Survey of the hereon described property is a true and correct representation of a survey made under my direction and that said survey meets the minimum technical standards sat fourth by the Florida Board Of Professional Land Surveyors. pursuant to section 472.027. Florida Statutes. and Chapter 61G -17 -6 Florida administration code. Professional r o. 8483 State of Florida F 3/41R LNOTPART OF 710S PLAT NO VISE 30 ENOR 4 HMENTOR EASEMENT VIOLATION tS OBSERVED AT 7NE TIOFSURVEY 0 yR LOCATION MAP NTS 15 30 GRAPHIC SCALE (In Feet) 41111111 t "`,AFL SW 4Rt t STREET. .a,!!'t,.n; , ? r , 0 5 F, 305 66 8,6325 "'b WVV " e ._ IALANL COP. • • 0000.. • • • ••0... 0000. • • • • 0.000. • • .0010. • • • .0.... • •. •••• • • 1..• • 0000.. • • •••• • • • • OOOOOO • • OOOOOO • • M. MD MEWED P. PLAT C CALCULATED BR BEAMS REFERENCE CK CHORD d COI7RA,AMIEOrDELTA R RADIUS a'RADIAL RAD. RADIAL 71E NR M7J Dfl DI3 DBOOK P$ •. riff • OF F RECORDS BOW p.a : RAT KW •••.. � . P • •• •• .0.011 FOLAW gia .. t.R• • ERONROD " • yr • • RON PPE M. ' NAIL & DISK •,PKN• L PAWN- KALONNAE DA DRILL HOLE • FOUND o NOT RIM ® SET A NAg, i CONCRETE IN3NUMINT e WELL la CATCH BASIN tY EJOSTING FREHYDR4NT AIR MZE O.HL LAZE PP. C, POWER POLE 7X 7RAMFORMER GIN 7 7E U.P. EEL SEP D.F. A/C SW SOIL GAR EYC. CABLE TV: RISER WATER MR TaEFIKIE FACEt11ES UTKITYPOLE ELEC7RICBOX SEP7ICTANK DRAWFE:ID AR =mown SIDEWALK DRIVEWAY XREEN awaE ENCLOSIRE LEGEND -- ja;-- WOW FOXE FBCE ICON . BLOCK WALL MID DECK CODE ggiggiBRICK EIMEASPHALT COVERED AREA MT.S. NIT 10 SCALE TiP. TYPICAL BAL BE T.S.AS 7731PORARY BERM MARK F.F. FE11 FLOC EL EIN BLEVATLDv P.T. Rte PRM P.00. P.R.C. P.OL P.O.B. P.oc P.C.P. TANGENCY POLK OF CLAWATURE PONT OF CORIPOLW alIVA1URE PONT OF REV/E CURVATURE POIINT04NL1A POINT OF WORM PONT Or COAMENCEMBIT PERMANINTCON7ROL POINT T.O.B. TOP OFBANK EO.W. EDGE EOP. EDGE OFPAVBENT C.V.& CONCRETE VALLEY GUTTER B.SL BUILDING SLCL UNE 01. € CENTERLINE R/W RIGHT OFWAY ENCR D.E U.E RO.E ISLE L ALE L.B.E C.U.E LE/EE NOTES DRAINAGE EMMERT LMLITY EASEAENT ROOF OVERHANG EASEAENT LAWEDAOCESS EASEMENT LAKE orLANDSCAPE MAW. EMIT. LAAVSCAPE BUFFS? ESMT, IIY UTILITY ESI/F. NiffilESW EGRESS 7: 1. LEGALDESCRPTKAV PROWED BY OMR& TIM EiRVEY DOES NOT D O4SKY OWIERNIP. 2 E X A M M 7 7 O N O F 7 7 E ABSTRACT O F T 1 7 L E I W L L A W E HAVE AI STI MENT* tFANY, AIMING THUS 3. BOUNNIRY DISTANGESAAWDRECTIONS ARE RATTED AND MEASURED UAL 4. aEvAriate AND VEAL DATA, F &Mg REFER 7ONGI D 1924, UNLESS OTHERWISENOWD SUNDERQROLRD MIME& FOOT&IGS AND BCROgCINBVTS ARE NOT LOCATED OR f ISURVEYMAP. S 113NCE OWN13611P IS ACT DETERIENSI. APPAR NTLY-MAN:ESA/VI OR OCRORCIMIEVTS ARE NOTED BY VISUAL I Y. T.NOI ENTIRCATION CAPS I ON RECOVERED AVNISENIS U LESS 077IERWKIE NOTE S THIS SURVEY IS Y FOR 77EU%OFTHEPARIMSTO WHOM ITLS 9. ADDITIONS OR DELETIONS TO SURVEY MAPS AND /al REPORTS ARE' PROEM 10.THIS SURVEY MAP ISN0TVALYI WITHOUT77ES!ENATUFE /W3 TIE RAKED SEALOFAFLORD14 REGATIERED LANE) A I MAPPER 'WARMS ARE ASSISED ANI HAW ONTHELME: MARRED ASELRORAS PER PLAT 1204031SM ARE IN FEET AK DECIMALS TIEREOF. 1S71113 SURVEY WAS DOPE FOR MORTGAGE TION PURPOSES. PIIS NOT INTENDED FOR COMS7RUCTION DENA DIACTA LAND SERVICES DOES SURVEYS FOR COMMUCTION AMI DE AND WOULD BE PLEASED TO ACCaRVIODA7E ANY NEED FORRS=K IASURVEY. Poolguard - Door Alarm • 0..... • • • 0 00 0 • • • • • • • • • ••0.•. •.00• • • OOOOO • •••• • • . • •.•••• 0 • • •••.•• MADE IN USA Door Alarm http : / /www.poolguard.com/door.html MODEL: DAPT POOLGUARD /PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, and gate alarms since 1982. All Poolguard products are proudly Made in the USA. Poolguard Door Alarms comply with all building codes and are UL Listed under UL 2017. The majority of children that drown in pools go out the back door first and Poolguard's Door Alarm can help protect those doors. • UL Listed under UL 2017 • Important Safety Feature • Complies With Building Codes • Simple To Operate • Automatic Reset • Battery Powered • Easy To Install • Affordable Price • Pass Through Feature For Adults • Low Battery Indicator • Horns are 85 dB at 10 feet POOLGUARD DOOR ALARM 1 of 2 10/31/2006 1:03 PM Poolguard - Door Alarm • •000000 ••••. • • 00000 000000 • • •.••.. . • ..••.. •••••. • • • • •. • • • ' Poottjarcl Door Alarm will sound in 7 • • • • • •; seconds even if a child goes through the door and closes it behind them. • •• • • • •••• • •• •••• • • • • • • •••. • The liabr A3arm will sound in 7 • • • • • secogds when a child opens the door, • and t>ily'atarm will continue to sound •.... •until en adult comes to the door and • resetitiCalarm. To find out more information about Poolguard's Door Alarm model DAPT UL# S5650, The Door Alarm is always on and will automatically reset under all conditions. Poolguard Door Alarm is equipped with an adult pass through feature that will allow adults to go through the door without the alarm sounding. http : / /www.poolguard.com/door.html Optional screen door kits can be purchased for the alarm, this kit allows you to get air through your screen door without the alarm sounding. Poolguard Door Alarm uses one 9 -volt battery, (not included) with a battery life of approximately one year. The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. Poolguard is the only door alarm that is UL listed under UL2017 for water hazard entrance alarm equipment. 1 Year Warranty - - - No.1 In Customer Service 1- 800 -242 -7163 2 of 2 10/31/2006 1:03 PM Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- Perm Nut tR ='1 -0-70 Inspection Date: 11/01/2006 Inspector: Inspector, Default Owner: NETKIN, ROBERT AND MELISSA Job Address: 1266 94 Street NE Miami Shores Village, FL Project: <NONE> 20 Contractor: BLUE WATER POOLS OF SOUTH FLORIDA Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Wall Steel Work Classification: New Block: Phone Number (305)965 -5110 Parcel Number 1132050100170 Lot: Phone: (305)634 -0958 Building Department Comments Tuesday, December 19, 2006 Page 1 of 2 Passed -6 Inspector Comments P : Cto 62.cicia.zet, / 7-te 74c'tr") e0 r .e, - L.....------ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, December 19, 2006 Page 1 of 2 Poci8lit0 (D6 lt■SIZ olX EnriO i SY14eaA +s-M.I @ptEE ±U6§ Raa @s1 ± ?u■Y. a »,aJ J • • • December 4, 2006 Bodax Foundations, Inc. 1101 NW 55th Street Fort Lauderdale, FL 33309 RE: Pile installation certification Proposed Swimming Pool 1266 NE 94`11 Street Miami Shores, FL 5450 Griffin Road, Davie, FI. 33314 Tel: 954-584-6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch-engr.com This is to certify that on December 4, 2006, a representative of this office monitored the installation of the auger cast piles at the referenced site. .A total of twelve (12) piles, were installed at depth and locations shown in the attached pile installation log and sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsi- ble for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net axial load of 30 tons (60 kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilpr ngineering & Testing, Inc. Cc: a, PE. 37334 City of Miami Shores Client Robert Netkin 14" AUGER CAST PILES INSTALLATION LOG • Page 1 of 1 Miscellaneous Notes: PROJECT: Steel Spec's: 4#S's full length w/#3 ties @ 9" o/c CONTRACTOR: & 1 #7 full length Grout Spec's: 4,000 psi ADDRESS: Load Bearing: 30tons Proposed Swimming Pool CITY: Miami Shores, FL Robert Netkin Logged 12660 NE 94th St. Pile ID Auger Time Pene tration (Feet) Theor. Amount of Grout (CY) Pump Strokes Actual Grout Amount (CY) Gout Factor Kips Notes: 12/04/06 1 1 2:03 20 0.80 96 1.44 1.80 60 Start 9:20 2 2 1:56 20 0.80 93 1.40 1.74 60 Tarmac 1180 3 3 1:52 20 0.80 95 1.43.. 1.78 60 Arrived 9:10. 4 4 2 :06 20 0.80 102 1.53 1:91 60 9 c.y. 5 5 2:04 20 0.80 98 1.47 1.84 60 6 6 1:48 20 0.80 94 1.41 1.76 60 7 7 1:53 20 0.80 122 1.83 2.29 60 Stop 10:25; Start 11:05 8 8 1:44 20 0.80 90 1.35 1.69 60 Tarmac 1125 9 9 1:57 20 0.80 96 1.44 1.80 60 Arrived 11:00 10 10 2 :01 20 0.80 95 1.43 ' 1.78 60 9 c.y. 11 11 1 :50 20 0.80 98 1.47 1.84 60 12 12 1 :49 20 0.80 94 1.41 1.76 60 Stop 12:00 13 14 15 16 17 18 19 20 Miscellaneous Notes: PROJECT: Steel Spec's: 4#S's full length w/#3 ties @ 9" o/c CONTRACTOR: & 1 #7 full length Grout Spec's: 4,000 psi ADDRESS: Load Bearing: 30tons Proposed Swimming Pool CITY: Miami Shores, FL Robert Netkin Logged 12660 NE 94th St. Auger Piles Location Sketch 1266 NE 94th Street, Miami Shores, FL vuz .itoteoTinar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIOA 33138-2382 ,ELEP•HOHE % OO) 79A•i2OA FAX 13051 750.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TIM SAM ACT _ (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or stalled at�f,� r Miami. Shores,. Fl., and hereby affirm that one of e following methods will be used to meet the requirements of Chapter 515, Florida atutes. tease initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 51529; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - dosing, self - latching devices with'release mechanisms placed no lower than 54" above the floor or deck; understand that not having one of the above installed at the time of final inspection, or vhen pool is completed for contract purposes, will constitute a violation of Chapter 515, .S. and will be considered as committing a misdemeanor of the second degree, punishable )y fines up to $500 and /or up to 60 days in jail as established in Chapter rte, F.S. Ir CONTRACTOR'S SIGNATURE & DATE 1) CONTRACTOR'S NAh t f PLEASE PRni iT) - " Oscar Sarre • MY Commission DO357ee0 2e, 200e SIG ATURE & DATE: OWNER'S NAME ( PLEASE PMT) aft Near sang My E3ros S•Plitmlier 2e. 200e RESTRICTIVE COVENANTS PROTECTIVE POOL ENCLOSURE PREPARED BY DECLARATION OF RESTRICTIVE COVENANT KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned ` r't .)%binA/ im e the fee simple owner (s) of the following described property situate and being in the Village �. Lot (s) Block V of „Witt 4 * "my /%f = (Subdivision), A.K.A. (address) /2./,/1 1/4 according to the plat thereof, u recor.. In Plat Book L/0 Page /� of the Public Records of Dade County, Ff.arida, and r Whereas; the undersigned owner (s) // M././ desire to utilize said Lot (s)31,4 . it single building site, and the undersigned owner (s) do (es) hereby declare and agree as follows: 1. Tbat the property will not be used In violation of any ordinances of the Village , or Dade County now in effect or hereinafter enacted. - Z. That the purpose of this covenant -is to induce the Village to issue a permit for a pool where the regnlred enclosure is not on the subject property where the pool Is located. 3. That if any of our adj neighbors remove any portion of their fence or wall, or if ourImy property shall fall .to meet code requirements for pool barriers, we as owners will immediately - install a protective enclosure to meet code requinments and will obtain a permit for such fence. - 4. That, we, as owners, hold the Village harmless for any negligence or injury that results from not having the enclosure FURTHER, the undersigned declarets) that this covenant-is intended ancishall constitute a restrictive covenant concerning the nse,.enjoyment and fide to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, hither senors and assigns and may only be released by the • 'Village i , or its successors, In accordance of said Village then is effect. IN WITNESS WEWREO the undersigned has/have caused affixed h to on this '2:2 da QG7. c�Ci, S[ re and Print ,t09-1----Apt-a! mv ,nber 2e. band (s) and seals) to be Signature and Print Signature and Print STATE OF FLORIDA ): COUNTY OF DATE ): • I HEREBY CERTIFY that on this day pen 0nally appeared before r e, Yt ✓VW/" whoisply ago�' e or has produced (type of fdeatifcatiou) as idcntifkation and hefshe acknowledge that heishe executed the foregoing, freely and voluntarily, for purposes there In expressed. • SWORN TO AND SUBSCRIBED before me on this day of ' , G7' Z.-- MY cenunission expires Rev.4t Protect -A -Child Pool Fence - Removable Pool Fencing for Swimmin... Home http ✓ /www.protectachild.com/pool fence_safety.htm P00`L F E$ ST 5 1' is ll Testimonials Drowning Prevention Video Preserkauyris Quick Find Online Video Quad Bilt Posts Textilene Mesh Lock in Deck Point Lock Latch Gate Options Fence Warranty Measuring & Ordering Business Opportunities Local Distributors FAQ Testimonials Pool & Safety Resources Florida Info Home Safety Info Home Safety Products Playground Safety About Us Distributorships Avai ble contact Us ibutor' rtFRelate Our Fences > What Makes Protect -A -Child Pool Fencing Superior to all Mesh Pool Fences? We Offer Superior Safety in 3 major areas: 1. Our Patented Point Lock Secure Latch'". Our patented Point Lock Secure Latch"" brings a whole new level of safety to removable mesh pool fencing. Each fence section latches together at 10' or 12' intervals. Preventing children from opening the fence at that point is key to maintaining a unified barrier. Gate hook type latches found on most fences merely "hook on" to the eye of the opposing section and are retained by only a simple slide mechanism. Simple upward and back pressure by 1 finger is all it takes for a child to defeat such a latch. In contrast, our patented Point Lock Secure Latchm is comprised of two spring - actuated levers that pass through the eye of the opposing section (A. see photo - >). Once latched, no upward, downward, or "side to side" pressure can release it. ur Patenkec3 Paint - Lock - Secure Latch To completely lock the latch, a jam nut (B.) can be threaded against the levers to prevent them from retraction. Proven effective on thousands of installations for over 10 years, the simplicity, safety, and ease of use of this latch make it the ideal choice for locking fence sections together. And it is crafted from solid stainless steel so rust will never be a problem. i -E. Pofat -Lock SWUM Latch Click the picture to see a demonstration. 1 of 3 11/15/2006 1:29 PM Protect A -Child Pool Fence - Removable Pool Fencing for Swimmin... http : / /www.protectachild.com/pool fence safety htm 2. Our Patented Lock -In- Deck"" Feature.. (patent # 5,553,833) Most mesh pool fences are removable by releasing the section latch and lifting the posts out. Most rely upon little more than a tight fit to hold their fences in place and prevent your child from removing them. With our Point Lock Secure Latch we secured the latching portion of the equation. But that wasn't enough. We also wanted a method by which we could lock our fence posts into the patio to prevent removal by children. So we devised our patented Lock In Deck Feature that makes it possible to actually twist lock our fence posts into the patio. Now, even if the fence section were left unlatched, the Lock in Declem feature would prevent removal of the post! The workings of this patented "Lock In DeckT"'" feature combine a post set screw and special grooved sleeve that interact to enable the fence posts to "twist -lock" into the patio. This prevents removal by children or anyone who do not posses the special knowledge necessary to remove it. The Lock in Deck feature gives you added security and is especially important when your toddler has an older brother or sister who might try to open the fence. Although this feature allows our fence to "lock in the deck ", it is still removable by an adult! WHY ISN'T SIMPLE FENCE TENSION ENOUGH? Fence tension depends upon strong, straight posts, a perfect installation; and a fence mesh that doesn't stretch too much. Even then some fences are too tight making them difficult to open and close. But, if they're not tight enough, they might be too easy for your child to operate. All of this depends upon the age and ability of your child. To make matters worse, the variables affecting "proper" fence tension can change with weather and time not to mention your child's age. Only Protect -A- Child's Sure Safe System eliminates the reliance upon this nebulous and inconsistent fence tension requirement. With a superior latch system that does not have to be kept tight to prevent children from pushing it open and posts that twist lock into the patio preventing children from lifting them out, we can offer the safest removable mesh pool fencing available. 3. The strength of our Quad Silt"' Composite Fiberglass Support Posts The Strongest, Most Shock Resistant Support Posts There Are. The strength and safety of your pool fence literally rests upon your fence support posts. They must endure ongoing forces of tension as well as shock. Protect -A- Child's Quad- BiltTM posts are produced with a proprietary 4 -step process that provides incredible multidirectional strength. They have the strength and B A Lock-In-Deck Feature Click the picture to see a demonstration. 2 of 3 11/15/2006 1:29 PM Protect -A-Child Pool Fence - Removable Pool Fencing for Swimmin... httpJ/www.protectachild.com/pool fence safety htm durability to support tension and flex with shock but will not become bent like aluminum posts. Independent testing shows our Quad BiIf" composite posts to be stronger and more shock resistant than all other posts on the market be they aluminum or composite. Just as a stiff fishing rod can flex continually and rigorously yet maintain its strength, resiliency, and integrity - so it is with Protect -A- Child's Quad- BiltTm posts. Twelve years of actual field use experience give us the confidence to back them with a lifetime warranty against both breakage and bending. The Result? Protect -A -Child Offers The Strongest and Safest Mesh Pool Fencing Available. Contact Us for more information. © Copyright 1999 - 2006 Protect -A -Child Pool Fence Systems, Inc. 800 -992 -2206 Quad -B if Posts Click the picture to see a demonstration. 3 of 3 11/15/2006 1:29 PM LifeGuard Barrier Planninq and Guide for Tr ined Installers Note: Layout and Installation of the LifeGuard Barrier is best done with at least two people and requires basic common sense. Not recommended for use with paving stones. 1. Determine the barrier layout and the approximate location of gates and posts. If the barrier does not completely surround the pool, then each end must be securely fastened to a solid structure that meets local standards for pool enclosures. The barrier should be located a minimum of 2 feet from the edge of the pool in order to allow access between the barrier and the pool. Mark out the approximate barrier line and post location, using a piece of chalk, and a chalk line. 2. Establish the approximate locations for the posts (remember, gates require an extra post) allowing 36" between posts on straight sides or, less to avoid obstacles. The barrier should never change direction more than 45 degrees at any one post. Sharp 90 degree comers are not recommended. Every job is unique and requires careful planning. CAUTION: Although the holes are only to be 3 114" deep, care MUST be taken that the post holes are not located where the drill will cause damage to water or power lines. WARNING: The LifeGuard Barrier does not replace adult supervision and cannot be relied on as a drownproofing device. Children must be supervised at all times. The LifeGuard Barrier has a 5 year warranty against manufacturer's defects. 10 Dansk Court, Unit 6., Etobicoke, Ontario M9W 5T8 Tel: (416) 7984340 Fax: (416) 7984342 Toll Free: 1-800-837-8961 www.covertechfab.com . • Life Guard Barrier Installation Instructions important: it is absolutely necessary that you read and understand all of the instructions before you begin because there are several interactive steps. These instructions are written for use with the Life Guard drilling jig and a 1 1/2 " Heavy Duty Rotary Hammer Drill with a 1 1/4 " diameter masonry drill bit If you prefer to use a Core Drill and a different template, you will have to make the appropriate adjustments. To install the Life Guard Barrier, the following tools will be required: 6 Tape measure • Chalk line • Shop vac • Extension cord 6 H.D. Rotary Hammer Drill • 1 1/4" masonry drill bit • Pliers • Utility knife • Piece of Chalk O Cold Chisel • Level • 9/64" drill bit • Power screwdriver (600 rpm. max.) • Hammer 6 Drilling template • Screw Driver - Philips Double check the barrier layout and determine the location of a gate. This is your starting point for the installation. Every gate requires 2 posts at 3 inch centers. Place Level Here Leveling foot Leveling foot 36" Leveling foot -4> Drilling Template Drilling Holes: 1. Insert the drill bit up through the bottom of the drilling template and adjust the drill's depth stop for a 3-1/4" hole. Follow the drill manufacturer's instructions when drilling holes. Drilling Holes Continued: 2. To keep all the posts vertical for straight sections, level the drilling jig in both directions for each hole. This will compensate for the slope of the deck. To do this, place a level on the cross bar and adjust the 3 leveling feet. Curved Sections: Posts on a curve, should be on an angle with the tops away from the inside of the curve in order to place more tension on the top of the barrier. To do this, adjust the leveling feet until the level bubble is off center a full bubble toward the inside of the curve. The more you slant the post, the tighter the top of the mesh will be. " 36" 6" 6" Gate Post 1 .+—Gate Pbst n 2 36" 3 Gate Section 2 Drilling cont'd®e Position the drill on the mark for one of the gate posts and while standing firmly on the template, drill the first hole. Clean the dust out of the hole and insert the locating pin through hole 'BT in the template, and into the first hole. Drill the second gate post hole on the barrier line. Continue drilling the rest of the holes in a clockwise direction using the same procedure but inserting a locating pin through hole 'C.' Be sure to drill the holes on the chalk line. The template will determine the exact spacing for the holes and will ensure that the hole is exactly vertical (or slanted if required). The final section of barrier may not be exactly 36". Measure the distance needed along the chalk line; place the drilling hole 'A' over this mark and proceed to drill the hole. If the barrier is terminated at an existing structure, the last hole must be located at a distance that will allow a 2 1/4 inch centre between the hook and the eye. Hook 3 Assembly Procedure: 1. Note the number and length of panels required, starting from a gate and working to the next gate or the end, in a clockwise direction. If the last section is an irregular distance, then the panel must be made shorter than the distance between the last two holes at the rate of approximately 1/8" per foot. This is to ensure that the mesh is stretched tightly when installed. Assemble the posts to the mesh making sure that spacing of the posts match the spacing of the holes you have drilled, ie:35 3/4" for a 36" space When assembled, the screws and hooks will be on the inside of the enclosed area. 2. Although it is not necessary to do so, if your barrier consists of more than one section, you might consider assembling and installing each section before continuing on with the next section. This is merely a quality check to ensure each section is properly assembled. Multiple sections are joined with hooks. When all the holes for the first section are drilled, plus the first hole of the next section, it is time to install the plastic inserts. Line up the guide lines (See figure below) on the insert ring with the fence chalk line making sure that the circle will be on the screw side (poolside) of the post and insert them into the holes. 4. Place the posts into the inserts, making sure they are straight with the insert and that the groove on the Screw side of the post is lined up with the circle on the insert. You will have to turn the post slightly to do this so when the post straightens out, it will be locked into the insert.The mesh at the bottom will be stretched tight and the top will be tight once the entire structure is hooked together. (To remove post, twist slightly as it is pulled out) This will disengage the key from the notch in the post. Chalk Line ........... .•.••-v• (Poolside) Top View of Insert Chalk Line 4 5. If the last panel is not the correct length, then disassemble the last post and adjust as necessary. 6. When you are sure that the assembly is correct, then trim the excess mesh with a sharp knife. 7. Gates — You can place a gate wherever two panels meet. Drill an extra hole on the poolside of the fence 3" away from the next closest pole. Drop the plastic insert into the hole and you have your gate. Just put the pole into the hole and roll the fence up. Your "Life Guard Barrier" fence is now complete. 5 Joining or Replacing Sections: One of the unique features of this barrier is that it is very easy to add to or replace sections if one gets damaged, you want to add to the barrier or, if you make a mistake. The join must be made inside the post. Measure the exact distance from the centers of the two post holes of the section to be repaired/replaced. Cut the mesh 1/4" longer than the measurement between the post holes. For example, if the post holes are 36" apart, then, using a straight edge, cut the mesh at 361,4. Again, using a straight edge, carefully trim the edge of the piece to be joined to be straight and square. Overlap the mesh by exactly 1/2" and staple them together at the top and bottom using a standard paper stapler. Lay the mesh over the blank post section, makin r sure that both 'laces of mesh cover the center ribs but do not extend to the outside walls of the post. Carefully place the pre-drilled post section into the outside walls of the post and install the screws as previously described. By carefully following these steps, the join will be strong and will be completely inside the post. - - - WARNING: The LifeGuard farrier does not replace adult supervision and cannot be relied on as a drownproofing device® Children must be supervised at all times. 6 LifeGuard Barrier Guidelines for care and use of the LifeGuard Barrier O The LifeGuard Barrier is designed to help prevent small children and pets from accidentally falling into the pool. It does not replace responsible adult supervision and must be maintained in it's original condition to be effective. O Do not lean on the top of the mesh in a way that will cause it to sag and become loose. O Do not hang towels, wet clothing, or pool accessories on the LifeGuard Barrier. O Be sure that the barrier is properly hooked together and the posts are fully inserted into the deck inserts. If any posts accidentally become bent, they should be replaced by your local LifeGuard Barrier installer. Warranty The LifeGuard Barrier is warranted for a period of 5 years against manufacturers defects only. The warranty does not cover damage caused by customer abuse or normal wear. 10 Dansk Court, Unit 6., Etobicoke, Ontario M9W 5T8 Tel: (416) 798-1340 Fax: (416) 798-1342 Toll Free: 1-800-837-8961 WWW.covertuchfab.com Miami Shores Village Building Department 10050 N.B. Avcnur, Miami Shores, PI 33138 Tel: 305 -795 -2204 Fax: 305 -756 -8972 o, I TXCE TO M1ANtSRoRLs VILJ A,GE BU lDING DEPAR OLOYMENT AS SPECIAL I�NNSI? OR ON?�R E FLOR DA B , G CODl 11;7 I (We) have been retained by (name of owner /agent) R i t IF W A "[ F R P00 to perform Special Inspector services under the Florida Building Code at the project (address) ansi Shores, as of Oct- t14 -06 I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMrF NTJ11/ BILRI Q(Q t ZD 2- © Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 Cg Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 gi Special Inspector for Pilings, FBC 1822.1.20 O Special Inspector for r � \ it . 11 EgUE: Please mark bodes that apply • • The following individuals(s) employed by this firm or me are authorized to perform inspections. • • • • • •••• • •• • • •••• 1.-�,fl+ir: Vfissam Naatpeni. P. ..2. • • • 3, • • • •• •• • • • ' • •••• • • • • •••• • • • • • •• • • • .•• (date). I, {wt) unantstend that aSpecial inspector inspection log tbrmoh building must be displayed in a convenient Iaoaaose an the site for Ktily 4Mlarni Shores Building Department heliostor. All mandatory inventions, as required by the P1arida herding Code, must be�t Steed by Maori Shorts. The building inspections must be called for all mandatory Inspcotions, burpecuovrs prima sd by the Spa+ rrapaoierhired by the Owner art ist,additton to the reandamry impactions performed by the &WingDepartment Furth*: uugeth ets�gmpletion eL: the work under each Bending Permit, I will submit to the Miami Shores Building Department et oho time before diet/nalbspesdon the completed inspection log form and a sealed statement indite that, to the bat of my knowledge, belief and professional judgmentthose portions of the project outlined above meet the intent oftho Florida Building Coda and tae In substantial accordance with the approved plans. Signed and Sealed Date: 10 -04 -06 EngIneer/Arehlteet Name Mr, Wissarp Naamani, P.E. (Print) Address7LWest 84th Avenue, Mia. Phone No. 3A5- 828 -�uaa Florida License No: 3c S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 2:702 Inspection Date: 05/14/2007 Inspector: Levrock, James Owner: NETKIN, ROBERT AND MELISSA Job Address: 1266 94 , gr Miami Shores Village, FL Project: <NONE> Block: Contractor: BLUE WATER POOLS OF SOUTH FLORIDA Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Pool - Private Phone Number (305)965 -5110 Parcel Number 1132050100170 Lot: Phone: (305)634 -0958 Building Department Comments Friday, May 11, 2007 Page 1 of 2 MAY 1 5 2001 Passed ector Comments L-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 11, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING. PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical NOV Nzezigivz 01 2006 BY_.. Permit No. Master Permit No. Mechanical Roofmg Owner's Name (Fee Simple Titleholder) ftit7 „1.-'4 —7- Phone # Owner's Address /2.-Z-6- i City /VW 4/0 State P• • Zip Tenant/Lessee Name Phone # Job Address (where the work is being done City Miami Shores Village FOLIO / PARCEL # /Z.61- / .7-1/ 4-27 County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name Contractor's Address Z ry t A,t/ 5 r City is State Qualifier Name tt$R6,4. L . 2-,i State Certificate or Registration No.e-Pe--1124c le Le NO I� t�$�c°� '® ®L.. S Phone # '°Fe7 S 4-11-/-1:7 9 S L� pL• Zip -3`'5 ( 2- Phone # f 3 162, S Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: Addition ['Alteration Describe Work: Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition ** * *** * * * * * * * * ** * * *** * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $_ Bond $ Code Enforcement $ Structural Review. $ * * *,� ** eeS****** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Lt. CCF $ \ •�� CO /CC � t. Technology Fee $ 4 DPBR $ Double Fee $ Zoning $ Total Fee Now Due $ See Reverse side j i ,,,,134Th Bonding Company's Name (if applicable) Bonding Company's Address City Mort Mo C' State Zip (if a 4F•able) State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection I hich occurs seven (7) d•3. _ after the building permit is issued. In the absence of such posted notice, the inspection will not be a",roved and a re 'i : i ction fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this €---1 day of .9 ' , 20 521:„.; by i 11A who is persoopJ wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signal Comohb,k„ DiA15 611 Sepiember Te. APPLICATION APPROVED BY: (Revised 02/08/06) Signature s Contractor The foregoing instrument was acknowledged before me this -E day of , 20 by 4EL who is persocga wn to me or who has produced as identification and who did take . oath. NOTARY PUBLIC: Sign: I 74a Print: My Commission Expires: Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP-59264 Inspection Date: 09/13/2007 Inspector: Devaney, Michael Owner: NETKIN, ROBERT AND MELISSA Job Address: 1266 94 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Permit Number_ 'EL- 1'1 -06 -2704 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Pool - Private Phone Number (305)965 -5110 Parcel Number 1132050100170 Lot: Phone: 3051556 -5759 Department C Wednesday, September 12, 2007 Page 2 of 2 k 142 Inspector Comments Passed my CREATED AS REINSPECTION FOR INSP- 49519. SERVICE NOT AS PER PLANS GROUNDING ELECTRODE CLAMP BROKEN ON WATER LINE. OUTLET NEXT TO BACK DOOR IS CHASER THAN 10" FROM INSIDE EDGE OF POOL, LABLE NOT APPROVED FOR Failed INTERIOR USE. MD 08/20/07 , Correction Needed ,,-."----)t--, / ,i/P',, C%7.-C Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, September 12, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING C111010-1.- PERMIT APPLICATION ieu FBC 2004 CEIVED SEP (..0 ,7 zuU7 BY. Permit No. ZL al 06' L.-WV Master Permit No. M /fO(' Z 72'2 Permit Type: Electrical ? Owner's Name (Fee Simple Titleholder) / 6 ? -t7 /� Phone # � i Q . Owner's Address es City . �%.�fie 4 State Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) Z l'L / e. 1Ct , City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip - Is Building Historically Designated YES NO Contractor's Company Name F c// w v 'L C, ,r' Phone # -C6 Contractor's Address . 42 77j�� City � �� State p44 - Zip -;% Qualifier Name 7,Ge—e4.. Phone # State Certificate or Registration No.. %2OZ. 77 C' Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Of Work: Type of Work: ['Addition ['Alt ,, ❑ Repair /Replace ❑ Demolition Describe Work: :47% 6�A � //�� G . c n6 To E Ca -TCf T`Jrcta/) o n TP 158 -To /i t - lS ********* * * * * * * * * * * * * *r. ** * * * * * * * *xxxxxx Fees************* * * * * * * * ** ** * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ .00° CCF $ CO /CC Notary $ Training /Education Fee $ Scanning $ Radon $ Technology Fee $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature rc, Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20z , by 77 who is personally known to me or who has produced who is pe nall .i own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: as identification and who did take an oath. NOTARY -P Sign: Sig Print: Pri My Commission Expires: ****** ********xx*x or e. • res September 28. 2008 Oscar &writs? MY Commission Dpi My Commission,Expires: 4cxxxxxrxxxx x ***** **x*x*** * ** *** &x ****xxx #*xxxxxx xxx**xxx x*xxx xx*x**xxxetxxxxxx**x* APPLICATION APPROVED B (Revised 02/08/06) l°J' Plans Examiner Engineer Zoning Miami Shores Village Building Department rn 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. E 246 PERMIT APPLICATION aster Permit No. a 77 LT: FBC 2004 AUG 0 8 2007 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) /Pip A ierkif) Phone # Owner's Address /42 4Y4r. City 044 /1 G-ovre-4 State y--4, Zip Tenant/Lessee Name E-MAIL: Job Address (where the work is being done) Z2a--"" Pe° City Miami Shores Village County Miami-Dade Zip .,14.5? FOLIO / PARCEL # BY Phone # Is Building Historically Designated YES NO Contractor's Company Name - 4frfrig--ye---, ELE.a. one # Contractor's Addresseaga‘ V- C.2,--de'eA-,0,— VC/. City loa-AG, 6:4-ei. State -. - Zip Qualifier Name i.,a ,77,fre4e.."-2- Phone # State Certificate or Registration No&V&07,..-2-2 Certificate of Competency No. E-MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ / Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ONew Describe Work: 1=1 Repair/Replace D Demolition ******A4* Submittal Fee $ Notary $ Training/Education Fee $ Permit Fee $ Xr4 Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ CO/CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this 4 , day of � , 2(� by 26/77&//-7 ' who is persona own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissio, Expires: Oscar Swell My Commission-D0367•00 Fie Expires Ssplember 2Q, 2001 vc xxx* *x* *3:*****aYx*4e*x*9c***wx w***dcx9e****xxw**xx**le** *xxxxx**tr x**,e* ****,c******w ve*a:eY ***** ****aa xxvex &�Yxxxxx APPLICATION APPROVED BY (Revised 02/08/06) g/¢L#e?' Plans Examiner Engineer Zoning Miami Shores Village P©W1 g Building Department NOV o 2006 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit Nd. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building tri Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) jr 7i- J/ /, " Phone # 7 C c % /C7 Owner's Address /2.476 City_ WW 4 /O/ % State Zip Ot F Tenant/Lessee Name Phone # Job Address (where the work is being done) /2. t' ✓ "E 1 r7 City Miami Shores Village County . Miami -Dade Zip t - FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ELEZ - dair Phone # .0e7C 5 • � Contractor's Address /7-1-/a/ eej>, City PIA-LEAP den) State „w1 Zip Qualifier Name ,�-4' ',- e. 2 :Mt/ €-I Phone # A'c' 5 4- c ? State Certificate or Registration No. -/ O 2 2 -2 ? Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ `, r. a. Square / Linear Footage Of Work: Type of Work: !: Addition (Alteration []New 0 Repair/Replace 0 Demolition Describe Work: , Foe' fe , * rat * * *** * * ** *** * * * * *,r, *** ** ** * *x**** * ** Fees ** * **** * * *** ** * *** * * *,r** ** * ***, * ** * * *, * ** Submittal Fee $ Permit Fee $ .7�.� -/ CCF $ 20 CO /CC Training/Education Fee $ r U0 Technology Fee $ (c)7, Notary $ Scanning $ - Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ �y Structural Review. $ Total Fee Now Due $ 2'65 s !I See Reverse side C\zz Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS; ETC OWNER'S AI'14IDAVIT: 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 w4' ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apf oved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this _i , 2001! by eervAr" #V -' clay of ar Signature Contractor The foregoing instrument was acknowledged before me thiiss PI 20 by Z e j7 W day of who is perso own to me or who has produced who is perso' y •i own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC• NOTARY PUBLIC: Sign: /� Q Print: WO My Commission Mires: ires: Oscar My Commission D0357 September 26, 2006 APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission : xpires: Plans Examiner Engineer Zoning Inspection Date: 09/17/2007 Inspector: Perez, JanPierre Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: NETKIN, ROBERT AND MELISSA Job Address: 1266 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BLUE WATER POOLS OF SOUTH FLORIDA Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Pool Heater Block: Phone Number (305)965 -5110 Parcel Number 1132050100170 Lot: Phone: (305)634 -0958 Building Department Comments HEAT PUMP SE 2 0 SW Inspector Comments m" 7) 2 7 7 �' 1 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, September 14, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 51c5 `: f- tin Permit No }4 Q -7' i -739 PERMIT APPLICATION Master Permit No.5 PO FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) / 66,7 Phone # Owner's Address 2 6'6 &' 4444 4P. City,pfr' State Zip 5 . Tenant/Lessee Name Phone # E- MAIL: Job Address (where the work is being done) 4' S'Y ‹f. City Miami Shores Village County Miami -Dade Zip t . FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name. r es4 r, , op . Phone # i f 1,014-6, fir C,oz Contractor's Address Li 7/f i't' Cis' rfe , City ,t of - State - Zip Qualifier Name PaCCC.v �= . Phone# ��°!��T te State Certificate or Registration No. 6,4L11 ✓%(riS Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: . ka" cyr0-40A ********* * * * ********************** * ****F oY************ * ******* *x************ **** ** *** Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ �o (.90 Radon $ DPBR $ CCF$ 1.2.0 CO /CC Technology Fee $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Zoning $ Total Fee Now Due $) • f � PAID See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: day of who is _ - • Wally known to me or who has produced as identification and who did take an oath. C: `' Oscar s , 20d-2, by Ra. -- .g- L Re-,e4-0 NOTARY P Sign: Sig Print: P My Commission Expires: .**************************************************************,************** * * * * * * * * * * * *** * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: wit _`t My Commin Expires: MY Commission DD357e0o aw fir %septemberze 200i (Revised•02 /08/06) Plans Examiner Engineer Zoning