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BPP-06-59Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/18/2006 Inspector: Deshamis, George Owner: LLC, 423 SHORES SEP 2 0 2006 Job Address: 423 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: New Block: Phone Number (786)326 -2747 Parcel Number 1132060140240 Lot: Phone: (954)925 -9292 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Co , ents Friday, September 15, 2006 Page 1 of 2 3 12,8 �6J9G� 8� Z 41-1. BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JAM ?2: M Permit Type (circle): Building Electrical Plumbing Permit No. EE. P06- �q ster Permit No. Mechanical Roofing Owner's Name (Fee Simple Titleholder) 42-3 — Phone # Owner's Address 42-E 'l E `� Z S ' City I All l SHE: State Tenant/Lessee Name Zip c33 l 3 B Phone # Job Address (where the work is being done) 42-S JE 92 ST City Miami Shores Village County Miami -Dade Zip 3313 Is Building Historically Designated YES NO `/ Contractor's Company Name VO1 Ki r 1/4(9.1,--)s ',rage fc-1 - 44-oa Contractor's Address 3144 S O l2 City State Zip 33 I L , Qualifier K- J Y State Certificate or Registration No. 04-59-63._ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 2-5 0 00 Type of Work: ['Addition ['Alteration Describe Work: Square Footage Of Work: 4--s9 ❑ Repair/Replace ❑ Demolition Occ I 1 5 V 3o I 4 ( 3 ' X 5) P &s 4- I Submittal Fee $ 2= ! • 00 Permit Fee $ (.-) -��'' • CCF $ ! 6- a) CO /CC. 1 S w Notary $ Training/Education Fee $ 5 03 Technology Fee $ la.--7 Scanning $ 4S -00 Radon $ 2-2--S' 4- 2-. 2--S-Zoning Bond $ 300 • _ Code Enforcement $ Structural Plan Review. $ 5O 00 Total Fee Now Due $ °as . Z (Continued on opposite 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 A1'liDAVIT: 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 de ivered to the person whose property is subject to attachment. Also, a certjed copy of the recorded notice of commencement must beiosted 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, 1 before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and whb did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: /1 /�i /Y11/4 6 yP; Plans Examiner ‘.>1 chc 05/13/03 Engineer Zoning Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 40 /1.)e c?2_ c Tax Folio'` I l / 3QC ( 0 1 `4-O2-- i/' Legal Description LOT 1 °d' L £g & J Historically Designated: Yes No Owner/Lcssce / Tenant '�t4 Yl bT / a", ./ Owner's Address 1® dattovoz l • �l C tr cti Co v a l fit' M.�°� �, Master Permit # Phone on a c Address � IL1 `1. S t `A 'be ( -" Qn�lifie�i D ( r e , (° P W lV 1 . ss# Phone 7 ` 2- Competency # Address SZTO Address State # 0496olici<ip 404—et/Engineer qf4 Bonding Company {`% Mortgagor ) it Municipal # Address Ins. Co. ' 61{01# Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHIANICAL ROOFING PAVING FENCE SIGN 1 Sr K5O 1") fs-v-i3"kc' „T\eic picticexs WORK DESCRII'TION Square Ft. Estimated Cost (value), WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: 1 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of o Signature of Contractor or Owner- uilder Or- ii-iS ? t., ,. 7 - - i Notary as to Contractor or Owner- Builder Date My Commission ExPires.NOTARY PUBLIC TA` E OF FLORIDA WADawn H. Sutton Commission # DD480956 IMINF Expires: OCT. 12, 2009 Bonded Thru Atlantic Bonding Co., Ins. Notary as to My Commission FEES: PERMIT RADON APPROVED: Zoning Mechanical Plumbing C.C.F. NOTARY BOND TOTAL DUE Building Electrical P AZ Engineering 11/0 DATE i CI i � p No. 898 RECEIVED FROM----) ' ~ � '7-F P I IN 1-kJ 1aD, D LARS 0 FSR RENT V I � rt- ��. Ob- OR C_ z0c1b2- ACCOUNT PAYMENT BAL. DUE O CASH CHECK MONEY ORDER FROM BY edema 182 Date Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address L.I`Z s we 01207 47--, Tax Folio" (V V o G 0 / `T )Z 40 (, ' j d-) (p 131 � cj ? Historically Designated: Yes No Owner/Lessee / Tenant 42' 5klif-6 r 1 L 'I"'" 6. Master Permit # Owner's Address 't3W iko to00 9 € /D- 1 lobo Phone .54-17.4--41212./ `7&32L'27 7 Contracting Co. % --5 — ' Address , Qualifi a t�.t RC- V R SS# Phone 1111)7cC-- o Z State #epu Kee Municipal # Competency # Ins. Co. Architect/Engineer S ly °2°.• Address 0104- al'ZI"PA 2 2- siC 102.., Bonding Company 31.,)1 - Address '"'' Mortgagor 1 tst -A,4 . i! i k _.. Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � C2 ° CID Square Ft. Estimated Cost (value) oL / 0750 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 re lating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner frt -/4 ^ate Date Notary as to My Commission E FEES: PERMIT APPROVED: Zoning Mechanical RADON Signatu Owner -B der re of ontractor or 1.-- O It _ ..... 4. 4 Notary as to Contractor or Owner - Builder My Commission Expir ,1!` l : {', jv �1 +1 " 'YF 1Ct" � i1 C? LoRIIdr% R' 1 4;, 1.V r��u p 1r. ii Y �= Dawn H. 11ft0I1 �" •in��. ill' t, CI 12 200, o., Bonded Tri u Atianac ,;,riding C ; ;4 C.C.F. NOTARY BOND TOTAL DUE /2- 27AS Date f2Zel o Date Building Electrical Plumbing Engineering 1 144./ ./hV taTill BUILDING DEPARTMENT ffZ,(0.-ct 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -238 TELEPHONE 13051 795 -2204 FAX 13051 756 -8972 NOTICE OF REQUIREMENT RESIDENTIAL SWIMMING POOL SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be co truct or . nstalled at r 2 - 1Z, S Miami Shores,. Fl., and hereby affirm that one of he following methods will be used to meet the requirements of Chapter 515, Florida Statutes. :please initial the method(s) to be used) AV--- The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; 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 - closing, self - latching devices with•release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is cornpleted for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by : s up to $500 and /oi p to 60 days in jail as established in Chapter 775 F.S. i I • CTOR'S SIGNA Y PUBLIC 7".70TARY PUBLIC -STATE OF FLORIDA Dawn H. Sutton Cornmission # DD480956 Expires_ _OCT 1 9. on OWNER'S SIGNATURE - "DATE. • .6UBLIC -STATE OF FLORIDA • Dawn H. Sutton Commission # DD480956 Expires: OCT. 12, 2009 Bonded Thru Atlantic Bon ' ' Co. Inc. PERMIT ( ] # +L_P Q --,5 CONTRACTOR: VA N I< 1 JZK 501.1 11\C 1 SUBMITTAL DATE:) A N ct , MAD . PROJECT TYPE:o J 1 M ran) T\J L R - j„ Ilia /o& -1113 ZONING 31M(0(ertA FIRE l>k }2,4 " '/1/44 STRUCTURAL IMPACT FEES RIC HRS /DERM S//146 NG NOC MECHANICAL 13 BLDG :/ SWliVIMING POOL OWNER'S CERTIFICATION Date d k Miami Shores Village Building and Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as ZO(//-5-frit p c I/O S , located at 42-3 /f4e. q 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 a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner �► q 0r r '123.5 -/ c. L Note: This certification is to be submitted with a swimming pool permit application in duplicate. • Ronde RESTRICTIVE COVENANTS PROTECTIVE POOL ENCLOSURE PREPARED BY: DECLARATION OF RESTRICTIVE COVENANT _ KNOW ALL MEN BY TIRSE P ENTS: undersigned 2-3 �v 64,0 1 j are the fee simple o er (s) of the following described property WHEREAS, the situate and being in the Village Lot (s) 15 1 Block V of I M t t \No(" � Subdivision), A.K.A. (address) OY"C. - - f &_ according to the plat thereof; as recorded in Plat Book Page of the Public Records of Dade Countyy, Florida, and l' Whereas; the undersigned owner (s) 7 23 .i y 4-"`' desire to utilize said Lot (s) as . a single building site, and the undersigned owner (s) do (es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of the Village . or Dade County now in effect or hereinafter enacted. . 2. That the purpose of this covenantis to induce the Village •.o issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. • That if any of our adjoining neighbors remove any portion of their fence or wall, or if our /my property shall faII.te 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. • 4. That, we, as owners, hold the Village harmless for any negligence or injury that results from not having the enclosure FURTHER, the undersigned declare(s) that thls 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 the "Village , or its successors, in accordance of said Village then in effect. a4' 3. IN WITNESS WHEREOF, the undersigned has/have caused affixed hereto on this day of _ WITNESS(ES) Signature and Print Signature and Print hand (s) and seal(s) to be SIgnature and Print _J Signature and Print STATE OF FLORIDA ): COUNTY OF DATE ): / - I HEREBY CERTIFY that on this allyappeared before me / ? / Ca who is personally known t o me or has produced ( t y p e of i d e n t i f i c a t i o n ) as identification and he/ e so.MST --"MitSTshe executed the foregoing, freely and vo nntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this MY commission expires: n 4M10 NOT • Y PUBLIC STATE OF FT A.WRIDA NOTARY PUBUC.ST, OP FLORIDA Dawn H, Sutton Commission # DD4809S6 Expires: OCT 12, 2009 _tonded ;h r,:.:tda„dc Bonding Co., Inc. Rev 4/2' E • al 400 PROTECT •A• CHILD* seinuctimmiiiim Tbs Baby Safe Pool Anice MESH CERTIFICATION XIJA 131'213Si:11 dH WdOZ:I SOOE SO claA CERNY € IVEY ENGINEERS, INC. Serving Our Clients Since 1967 CONSULTING ENGINEERS - TESTING LABORATORY 5650 PEACHTREE PARKWAY, NORCROSS, .GA 30092 TEL 770 - 449.6936 - FAX 770-3684948 WWW.CERNYANDIYEY.COM Ms. Gwen Jones, Lab Administrator Twitchell Corporation 4301 Ross Clark Circle Dothan, Alabama 36303 SUBJECT: August 18, 2003 Engineering Report 23263 ASTM D3737 -89 Test Report letter of certification Twitchell Fabric 170 Evaluation for use in pool safety fence systems .Dear Ms, Jones: The Twitchell 170 woven mesh fabric is used in the Protect a Child Pool Fence assembly. After review of the resulting test report, the Twitchell T70 woven fabric complies with ASTM D3787 -89 and the applicable parts of section 424.2.17.1.15 of the 2002 edition of the Florida Building Code. A copy of the test report for the ASTM D3787 -89 is enclosed with this letter of certification. If you have any questions or need additional information, please contact us. Respectfully submitted, CC: Don Fields Administration Center Growth Management Department Building Division 201 S. Rosalind Avenue Orlando, Florida 32302 Robert N. Kenney PE Vice President- Senior Staff En /ppst. .: 0 No 27493 16 1 D" CC: Protect a Child Pool Fence 1791 Blount Road Bay 907 Pompano Beach, Fl. 33069 b•d XHd 13C213SB1 dH WdOZ :i 9000 SO 9a3 s•d 1 PROTECT A• CHILD'S 01 The Hairy Safes PDo Fence POST STRENGTH AND FENCE ASSEMBLY CERTIFICATION 1. ALUMINUM POST FENCES 2. FIBERGLASS POST FENCES. . X1:13 13CN3S1:11 dH WdOZ >T 9002 90 qa3 July 14, 2003 METALLURGICAL, INC. Testing & Consulting Services - 2870 Sliding Road . Hollywood, FL 33020-1199 • (954) 925-0499 INTRODUCTION Protect -A -Child 1791-907 Blount Road Pompano Beach, Fl 33069 Submitted product for independent inspection and testing. Client submitted testing criteria which was the proposed modification to the Florida Building Code, Modification#492, Section 553.73, Fla. Stat. Code: Building Section #: 424.12 MATERIAL PRQVLDED (Aluminum Poles) • Nominal length 46.0 inches • Nominal O.D. 1.0 inches • Wall thickness 0.064 inches • PVC insert (schedule 80) X 6.0 inches long • Located inside and flush with the bottom ofAlu -tube (aluminum pole) continued • Molding strip attached (42.0 inches long) • Screws - # 8 X 112 inch (located) two at the top and two at the bottom with the remaining screws spaced a maximum of six (6) inches apart on center. TESTING PROCEDURE Poles were inserted into furnished patio deck sleeves (vertical post receptacles) placed inside the stationary nonmovable testing apparatus to a depth of three (3) inches. A horizontal force load test was applied 36 inches above grade, and at a Uniform and consistent rate such that shock loading did not exist. Force load was applied constantly from the side the safety barrier is installed until failure occurred. 9 •d Fax (954) 925 -5851 • Miami (305) 949 -3166 • Email: gctabs@bellsouth.net XHd 13C2I3StJ1 dH Wd02: i 90 ®Z 90 glad METALLURGICAL, INC. Home Office 2.870 STIRLING ROAD / HOLLYWOOD, FLORIDA 33020 -1199 954 /925 -0499 • 305/949-3166 MIAMI • FAX 954/925-5651 INSPECTION REPORT DATE July 14, 2443 QCM JOa *3GM-642 CUSTOMER Protect A -Child DESCRIPTION Testing and certified report on aluminum poles for pool fence systems. Re: Florida Building Code: Section 553.73 Fla. Stat, Building Section4424.2.2 CUSTOMER ORDER?, Verbal INSPECTION SPECIFlEDAIw'mum tubing load test APPLICABLE SPECIFICATIONSFIa Bldg Code Section 553.73, Fla. Stat, Bldg Sect 424.2.2 MATE R I A L Al uminum Vertical Support Posts Specimen# IA 2 -A 3-A RESULTS OF INSPECTION Maoinauln Force Attained 52.9 Lbs 55.8 Lbs 58.8 Lbs o C Metallurgical, Inc. assumes no responsibility for tosses of any kind due to interpretations. al L•d Location of Failure Bottom end of tube/insert Bottom end of tube/insert Bottom end of tube/insert Type of Failure Tubular Bending Fracture Tubular Bending Fracture Tubular Bending Fracture XHd 13C213Sd1 dH WdOE: t 900E 90 clad July 14, 2003 METALLURGICAL, INC. Testing & Consulting Services 2870 Stirling Road • Hollywood, FL 33020-1199.4954) 925 -0499 INTRODUCTION Protect -A -Child 1791907 Blount Road Pompano Beach, Fl 33069' Submitted product for independent inspection and testing. Client submitted testing criteria which was the proposed modification to the Florida Building.Code, Modification#492, • Section 553.73, Fla. Stat. • Code: Building Section#: 424.2.2 MATERIAL PROVIDED (Fiberglass Posts) • Nominal length 53.(l. incises • Nominal O.D. 1.0 inches • Molding strip attached (42.0 inches long) • Screws - # 8 X la inch (located) two at the top and two at the bottom with the remaining screws spaced a maximum of six (6) inches apart on center. TESTING PROCEDURE Poles were inserted into furnished patio deck sleeves (vertical post receptacles) placed inside the stationary nonmovable testing apparatus to a depth of three (3) inches. • A horizontal force load test was applied 36 inches above grade, and at a uniform and consistent rate such that shock loading did not exist. Force load was applied constantly from the side the mesh safety barrier is installed until failure occurred. g•d Fax (954) 925 -5851 • Miami (305) 949-3166 • Email: gclabs@bellsouth.net XH3 13C2I3Sd1 dH WdUZ c i 900E 90 cla3 METALLURGICAL, INC. Horn@ Office 2070 STIRLING ROAD / HOLLYWOOD, FLORIDA 33020 -1199 9541925 -9499 • 305 /949-3150 MIAMI • FAX 954 /925 -5851 INSPECTION REPORT QCM JOg#3GM -642 CUSTOMER Protect- A-Child DATE July 14, 2003 DESCRIPTION Testing and certified report on fiberglass poles for pool fence systems. Re: Florida Building Code: Section 553.73 Fla. Stat, Building Section#424.2.2 CUSTOMER ORDER# Verb INSPECTION SPECI F I EDFiberglass tubint load test APPLICABLE SPECIFICATIONS Fla. Bldg Code Section 553.73, Fla. Stat, Bldg Sect 424.2.2 MATE R iA L Fiberglass Vertical Support Posts RESULTS OF INSPECTION Specimen# Maeimwn Force Attained Location ofFailure Type of Failure 1 -A 75.5 Lbs 6" of inserted end Tubular Lateral Fracture 2-A 78.0 Lbs 6" of inserted end Tubular Lateral Fracture 3 -A 88.4 Lbs 6" of inserted end Tubular Lateral Fracture Q C Metallurgical, Inc. assumes no responsibility for losses of any kind due to interpretations. al s •d XUI 13C?I3SU1 dH WdIZ: t 9002 90 qa, J SUMMARY Test specimens furnished and tested withstood the minimum prescribed test loading of 52.0 (pounds of force) applied.36 inches above grade. Respectfully submitted, Robert Kelly QC. Metallurgical, Inc. OI•d XH3 13CH3Sd1 dH Wd1Z : i 90Od 90 qa j • PROTECT'A• CHILD P 0 O 1 f E- tJ C E S Y S T E t 1 S Ms Baby Safe* !bpi Pence MANUFACTURERS INSTALLATION INSTRUCTIONS XEj3 13C213SEf1 dH Wdia:l 9002 90 qa3 • • PROTECT A• CHILD® E N The Baby Safes Awl Fence PRODUCT AND INSTALLATION GUIDELINES Protect-A -Child Pool Fence Systems, Inc. certifies that it's product meets the definition of a mesh safety barrier as defined in 424.2.17.1.15 of the Florida Rufidmg Code. Strength: Spec sheets are on file showing that our fence mesh and support posts meet strength and UV degradation guidelines as stated in the code. Fence height, post length, screw spacing, and fence assembly: Posts extend 3' below grade • and are attached to the mesh no more than 38 apart Feriae height is 48". • Screws and Assembly. Screws attaching the molding strip to the posts are according to guidelines at #8x112" and spacing of the screws is less than six (6) inches apart on the post. Patio deck sleeves: When Installed in a sound deck surface (concrete, brick, etc.) deck sleeves are of a nonconductive material (plastic). Latching device: A secure latching device attaches each section of fencing at a height above the required 45" grade. Barrier level: When installed, the bottom of the mesh barrier is less than one inch (1') above the deck surface. INSTALLATION ALL FENCING IS REQUIRED TO BE SPACED A MINIMUM OF 20" FROM THE EDGE OF THE POOL WATER. LATCHING DEVICE: Each section must be affixed to the other at the top of the fence at least 45' above grade. One (1) of the latching devices between sections must have the jam nut tightened against the toggle wing such that It requires tools to loosen L This sheets the requirement of the code specifying the use of tools to remove one post of the feriae. IN SOUND SURFACES SUCH AS CONCRETE, 2" THICK INTERLOCKING BRICK, AND BRICK MORTARED TO CONCRETE: Holes are drilled in the deck surface to a depth necessary to accommodate the fence These holes are sleeved with plastic sleeves. IN "UNSOUND" SURFACES SUCH AS I" "SAND SET" BRICK PAVERS, GRASS, AND SOIL: Options include the use of a length of 1 118" OD aluminum or 1 W pvc pipe of sufficient length to extend below the paver or ground surface necessary to provide adequate support to the fence. Pipe length necessary for adequate support will depend upon the hardness of the ground or sand bed below grade. Typically this is B" when using aluminum pipe for sand set, 11' thick brick paver patios and 18 °- 246 for ground applications. XH3 13C ?3Sd'1 dH WdI2:T 9002 90 qa3 Protect A Child Pool Fence Co. 1791 Blount Rd., Suite 705 Pompano Bch, F1 33069 Phone (954 )-979 -0566 / (561) -689 -7400 Fax (954)970 -0959 February 6, 2004 To When It Mnyy Comm, Following is the diagram for the baby fence requirement, whereby one post must be attached to the deck so that it roust be removed with the use of a tool. We use tut L Bracket with a concrete anchor and a screw into the anchor and a screw into the post (please we diagram below) Sincerely, Matthew L. Bogart President Protect -A -Child Pool Fencing Co. ET 'd XH.d 13C213Sd1 dH Wd T 2 s I 9002 90 9a3 FROM : Protect -A-Chi I d Martukaulaso Mac 1791.2e7 Blount Rd PwT ,.nd22 ,888022 () 97241222 Far (954) 024240 /48400 0100 (772) 200.720 Flu C172) 204422 1-00-9224 20 weft Ew� helpOpromattlamm 3-12-03 FAX 140. : 5612E65029 Mar. 12 2003 04:02PM P1. PROTECT•A• CHILD® P00L FENCE SYSTEMS The .baby - Safe* Pool Fence Matt 13ogart Protect"A-Chid Pool Fence Dear Matt: • Regarding your question about the proper way.bc instal Protect-A-CM Pool Fencing in the ltd, the accepted method is to fast crig a smai footer far the post, minimum size trxexf .' c eeep, Ned set en'slurrdrun. ooPPer or PVC pipe with the prtiper iD to fit either the fence post gulf or' fence sleeve, The - length of that pi Pe stud be at teast es long as the hole bell: Pour cwt anted the pipe to fill the hde. Onoe the cement sets up the post wil be sufficiently supported to accept the fence post. Don Coppedge - Vice President X113 13C213SEr1 dH Wd22 :I 9002 90 qa3 PROTECTXcHILD'• j� CaitWkt ((€,. e. 4p eot j+. PHONE Halywestid - 430«4202 growarce • 1V14$** Deftsy r N10• Oft* - 1140.74010 I t i-eiet lC g e/ // sic 4 •e e. 7• prmss Y. re,/ G.104-. (2-7 // (44. 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Pompano Beach, FL 33089 (854) 979 -1088 • Fax (954) 87&5240 Marketing Mica Fax (772) 288 -5029 1400 - 9922208 Webs+te www.protectach9d.conn E-mail haip4protecteeh9aoom LT'd • PROTECT A• CHILD® 0 0 L F E SYSTE The Baby Safe' Pool Fence MESH SAFETY BARRIER CERTIFICATION Pool fences constructed in four (4) and five (5) foot heights by Protect -A -Child Pool Fence Systeme, Inc. are hereby certified to meet or exceed requirements under the DEFINITION of Mesh Safety Barriers as set forth by section 424.2.2 and performance requirements as set forth by section 424.2.17.1.5 of the Building Code of the State of Florida. Protect -A -Child Pool Fence Systems, inc. Bill Fillingame President XHd 13C213SF!1 dH WcI r 9002 90 qaj f 'CERT' F I E Meets Florida Bu Code Mesh Berrler Definition WdiPZ : I 9002 90 gad Xdd 13C213SU1 dH Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 4,-- 5-6i Job Name 1.41. 3 Sfb1LQS LLC. Date t 116 Ibp BUILDING CRITIQUE SHEET 40u;64 gleca /4-Metcs U2-64400 Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 430 RESTRICTIVE COVENANTS PROTECTIVE POOL ENCLOSURE PREPARED BY: DECLARATION OF RESTRICTIVE COVENANT KNOW ALL AMEN BY THESE PR�rr ENTS: undersigned > � e..',0 9' S i;a j are the fee simple o er (s) of the following described property situate and b ng in the Village Lot (s) 15 1 1 Block D of 4 ( : Subdivision), A.K.A. (address) ►i! iC,..�.,,, l-Za according to to the plat thereof, as recorded in Plat Book Page of the Public Records of Dade County, WHEREAS, the Florida, and �) Whereas, • the undersigned owner (s) 7 �3 Sl f t-L'e--°" desire to utilize said Lot (s) as . a single building site, and the undersigned owner (s) do (es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of the Village , or Dade County now in effect or hereinafter enacted. pef- • 2. That the purpose of this covenant-is to induce the Village •.o isve a permit for a pool where the required enclosure is not on the subject property where the pool is located. 3. That if any of our adjoining neighbors remove any portion of their fence or wall, or ff ourlmy property shall (alto 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. • 4. That, we, as owners, hold the Village harmless for any negligence or injury that results from not having the enclosure FURTHER, the undersigned declares) that this covenant is intended andshaf constitute a restrictive covenant concerning the use,.enjoyment and title to the above property and shall constitute a covenant running with the Iand and shall be binding upon the undersigned, his/her successors and assigns and may only be released by the ' 'Village 4 , or its successors, in accordance of said Village then in effect. iN WITNESS WHEREOF, the undersigned has/have caused affixed hereto on this day of WITNESS(FS) Signature and Print Signature and Print hand (s) and seal (s) to be Signature and Print r 1�_ Signature and Print (uc?ra, 1123 Octet? cte_ STATE OF FLORIDA ): COUNTY OF DATE ): I HEREBY CERTIFY that on this ally appeared before me .'S ) C / ' who is personal known to me or has produced (type of identification) as identification and h e a • ---t t . she executed the foregoing, freely and vo untarfy, for purposes there in expressed. • . SWORN TO AND SUBSCRIBED before me on this CJcvv (, MY commission expires: STATE OF "1 Fi.ORIDA FLORIAA Ronde Bonded 'lhru Atlantic, I �m NOT '� • Y PUBLIC N PUBLIC.STATE OF Dawn H. Sutton Commission # DD480956 Expires: OCT. 12, 2009 ;'''.dantic Bonding Co., Inc. Rev. 4I2'. Miami Shores Village Building Department ioOSO N.F.2nd Avcnae, Mimi Shams, Florida 33138 Tel: (305) 795.2204 Fa= (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No FBC 2001 Permit Type (circle): Handing Electrical Plumbing Mechanical Roofing f'(5o3) Z.t3 ' Owner's Name (Fee Simple Titleholder) Jie # tiNe6 ) , r Ounces Address 4/ 23 tt 2 3 q�1 City ML fhNjt ShX3tiS State nC7f ,c U TAP 5'31 k Teoant/Lessee Name Mane # Job Address (where the wank is being done) 423 OF 12 3i • City }Miami Shams Village County Mani-Dade rip 53 l Is Budding Historically Dedgmated YES Contractor's Company Name P /T ed -A "du: lJ • Phone ! (� / -C3J' Contractor's Address 17 09 6 kx.ft 12A -4%-z_ City p to O 13ea cl. State f l O r ►ice► zip 3 20(64 Qualifier Arcbitect*Et 's Name (ifappicable) $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ['Alteration 121/New ❑ Describe Work: II 4 ork: 1 1 bt 71111 .1 . 4 r on Fee $ Teehno�lagy Feex,�� - - Sabmittst Fee $ Notary $ Seaming S Radon $ Code Total Fes Now Due $ (Condoms' of opposite side) XHA 13C2I3Sd1 dH WdSi :2 t 9002 SO qad Bending Company's Name (if applicable) �✓ Bonding Company's Address City Stele ZiP Mortgage Lender's Name Ca applicable) Mortgage Lender's Address City state► Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has announced price' to the Issuance of a permit and that all work will be performed to meet the ids of all laws regulating construction in this jurisdiction. I understand that a separate permit twat be seamed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the fiaegoing information is accurate and that all work will be done in campliance with all applicable laws regulating constructions and zoning. "WARNING TO OWNER: YOUR FAII.URE 10 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTR YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT? Notice to Applicant: As a condition to the issuance of a buald� permit with an estimated value exceeding $2500, the applicare mrst promise in good faith than a copy 4f the notice of commencement and constrcction lien law brochure will be delivered to the person whose property is subject to attachment Aisg a certified copy (the recorded nmice of commencement must he posted at the job site for the first inspection which occurs seven (7) days after the bulking permit is isszesd In the absence of suck posted notice, the inspection will not be < a reinsertion will be charged jt,,��y,,...,,.,�...��Owne a Agent y,�, ,may.. e�,,� },,,,��.��, -�„,� The F.: -_' ■ II instrument was acknowledged before me his 9 jlte foregoing instrument � acknowl daya %i ✓L ,,_. ' i & by '494 f 6 , day of 2O by who is • known to • ; who has produced who ' known io rase br who has Famed identification and who did take an oath. ) ( 'r---..., as identification a o did take an oath. NOTARY P Si i , tf ,rtiWAY191_ts'.1.a7 ►, ►� �'w+mxmwi• suu.xw�o .f Print �''. .. Print: My � �y rnmtuo�ywtscunaa �� My Commission Wires: OCT. 12, 2009 ********* M********************** ******* * * * ***** ** * ** * *** ****** ***** ** ***e *ege1 ii11 ig1aiiassa IAA' (Certificate of Competency Haider) State Certificate or Registration No. Certificate ate of Competency No. 4444* 44******* *44* * * * *+ III * * ** * *** ** *4*****WWI* **IP** w1' 11*0* * tit** ***fir * ***** *ry4.1481 i ******• **SS** **MO ssiY0* APPLICATION APPROVED BY: Plans Examiner Engineer Tang Mc 19114103 g•d ?SH3 13C?I3S441 dH MdSb: 1 900E 60 qaJ Permit No.: Applicant: Miami Shores Village Building Department Planning & Zoning Critique Sheet B Po59 Van K ;rk esf,(J sons, In e, Job Address: z-/)3 / Ilnc4 S +ret ' Date Comments e f +i��ttt ekcs1 -.r -'ce co as per led lc -I eel n hen U re,- c..501 fie 2Ate mus4- be c MaxiMVM t.f 5-62e4 hey •h1'. iI�IF'i15�e� -� ti,e i huge 01' I PPS! C- i,. Mew Iraea SIfle pry? y mm [( t tq !'l�5� tic' �� M+adil�cv�q 10 61h4 scr''e eile . Pryer 160/®6 vacle b sr�.fla c-( CIec,r- Spcute cA10n ,,e ', i,rhy_ fe fir tici I, 0 14 re e, r- i' pedy 10050 NE 2 "d Avenue Miami Shores, Florida 33138 Initials Tel: (305) 795 -2204 Fax: (305)756 -8972 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO3�,0 140240 PERMIT NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that 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. 1. Legal description of property and street/address: 2123 /UL 9z ST IiusiIIIIIhill111iiiIIIIIIIIIIIiuIIII CFN 20068004 -3726 OR Bk 24143 Ps 3207 (1Ps) RECORDED 01/13/2006 10 :11=122 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUWTYe FLORIDA LAST PAGE 2. Description of improvement: Swimming Pool 3. Owner(s) name ad Jress: 49, 5 4zre', 1 LCD ra I C_ D ►3LA/1). , t l r. i&OD FL, Interest in property: Name and address of fee simple titleholder: Owner 4. Contractor's name and address: Van Kirk & Sons, Inc. 3144 S.W. 13 Drive, Deerfield Beach, Florida 33442 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ None 6. Lender's name and address: N/A 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(1)(a)7., Florida Statutes, Name and address: N/A 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: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d' - • - - ' s • cified) Signature of Owner Print Owner's Name i:J ep S A-a q 8,'{23 M 4iL4 I-Lc, Prepared by Van Kirk & Sons, Inc. Sworn to and subscribed before me this / 7 day of , 20 �' i. Notary Public Print Notary's Name My commission expi riRT:zr .r !,.;-'. ,T #00430476 MIRES' July 16 2009 4,40v 8andedl u rfter&ubfc ut e Address: 3144 S.W. 13 Drive Deerfield Beach, Florida 33442 HP LASERJET FAX Feb 06 2006 1:20PM ALA. Obi Af . yt{VwivV1r.ClWh3 tar 0 OF TH$ PLAN ARENDT TO SCALE CHAIN LINK FENCE W /OATES EXIST. CHAIN LINK FENCE TO REMAIN MST. OVERHEAD POWERsEaVEE POOL DECK 612.06' 1XIST:20OA ISOUSE PANEL vaSTJELEGIRIC METER. 1V . WIN LINK FENCE W GATES (se NOTE 21) RESU ENCE LEE ELEV, -12.56 GAUGE L.P.F. ELEV. *10.1 :!`"PritA.c6- r„," 1. IST, WATERLINE EXIST. WATER bet EfER DRAIN FIELD 1— G07P PEtTY LINE I "CC 8 9--M-4(01,11./70 /S 69 kh (s,c\e., o g , 09- c---1 i SHEET 10F 3 4.41*tN...+A" unt 1- JN 111.04 POOL RETURN: 3 SKIMMER 1 POOL LIGHT: (I) SAM INTERIOR Ram God CHLORINATOR TYP: N /A WAT> RLINETILE:6' CAP TILE ONSWIMOUT:YE (2) DECK JETS VAC LINE YES COPING TYPE: V.1C. BIN DECK TYPE V.R. PAVF$S POOL ENCLOSURE FENCEI GHIAINLEN1K. FENCE BY•OTH PUMP MZE LSHP PRIER. SIZE NO CART POOL )LD'S :2 d90:9I 90 90 qaj YIA CONSULTING $ ENGINEERS, INC. BQr .� TEMUNass xaTARAVASOno sa PI *MO Co mass 1401:YKAC111111SCOTINEt 423 SHORES LCC LOT :15 4216 .BLOCK: 50 m SUBDIVISION: MIAMI SHORES Sl 09 nt to ro 423 N.E. 92nd STREET MIAMI SHORES. FL 33138 DATE: 12/I2RI5 ORDFB.:534 YKA jI: 03-462 SALBMAN: SIEVES. DRAWN BY: LAN VAN KIRK &t SONS, INC. REVISIONS: 2. 3. 1 • • • • •• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • ••• • • • • • • Control tf • • • • • • • • • ••• Residential Swimming Pool, Spa and Hot Tub Safety Act • • • • • •• • • •• • • • • • • • Notice of Reautrententf . 11 . . ••. •• • •• • •••• • • 1(We) kn lede a ew.swi 'rig pool, spa or hot tub wig be constructed or installed at <4 Z3 /� .1 ar d • hereby a rm that one of one following methods will (Please Print Job Address) • • • •• • •, • • • • • • be used to meet the requirements of Chapter 515, Florida Statute and Folot #da�Beildui •�otre Section 424.2. •• • • • • • ••• •• Please initial the metbod(s) to be used for vour ool or sop — The pool will be equipped with an approved safety pool cover that complies with ASTM F 1346 -91. / (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code 424.2.17 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non - dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non - dwelling wails. Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code. 424.2.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self- latching device with positive mechanical latching/locking installed a thin. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, a final Inspection of the pool project will not be approved without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S., and will be considered as committing a misdemeanor of the second degee, punishable as provided in Section 775.082 or Section 775.083 F.S. This form must be signed by the owner /agent and the prime contractor. Owner /Agent Prin!d Name, Signature and Date • State of Florida County of Broward Sworn to and subscribed before me tbta Dawn H. Sutton Commission # nr)4Ro9s6 wbo ires: OCT. 12, 2009 Ikon Thru Atlantic Bonding 4•kitsafi anon. y known or Produc d Notary Public. State of Iorids /Litt 4thll Prime Contractor Printed Name, S' nature and Date Robert P. Van Kirk, Jr. State of Florida County of Broward Sworn to and subscribed before me this day ak ad/ 1 - '200��i By Robert P. Van KinAllt.PUBLIC.STATEOPPLORMA. be b Dawn H. Sutton Commission # DD48QS56stlott. es: • 12 2009 i �� • dantic Bonding Co., Inc. ny known or Produced e. State • f Froride (This is an approved form by the Broward County Board of Rules and Appeals.- 11/15;02)* 1 ka CONSULTING ENG•, iNCr• 6500 W. Rogers Circle, • • •;atte:8p0A • • • • • • • Yekta Kavasoglu, MSCE, P.E. 04Sttetra-SAkr k wds lW t - UalaBij sang -Irscec , December 28, 2005 •• •• • UPLIFT CALCULATIONS FOR : ... .............. ... ..... ..... ...................... . 423 SHORES LCC LOT 15 8':16 BLOCK BDIVISION: MIAMI SHORES ........................ ............................... ........................ ............................... ................. ............................... .... ............................... ..... ............................... . ............................... .... ............................... .... ............................... NI E 92ND ST. . ......... ............................... .... ............................... ....... ............................... ................ ...................... ................. ................... MI SHORES, FL 33138 • • ••• • • ••••••• •••• (561) 998 -0805 (561) 998-0806 FAX PE# 41310, CA#06141, SI# 0852 • http: / /ww•w.vkace.cpin , email: info @ykace.com •• • • • • • • • • .• • • • • • • • • • • • • • • • •• • ••• • • •• • CONTRACTOR : VAN KIRK & SONS, INC. INPUT DATA INPUT DATA ..; ��N�. v:. n..:::. w.: n: vnv.+..+ ..:'.hr,. }..:::..:�:.::.:.::::: �:.::; �:: ::.: .:..:::. ::... .::. ::...... ......... .:: :}: is »; ;v;.;.�Y yn }!....::; �((�,Riv: ' •.v�i: :.;:;:•:i ?::: ?i:.::�.`....... py := :•ittti ::i:•$i' '::iiiiii ii::i::::vv.:. ' :i:'<i::J:::i'!.:::::: �f{. .•' ., •::.,::.,'} iii .............. :. :.............. .. �:......• •' :• •• • v ..................... .... ............:..........•::..... � '.. ::v'i:: �.�:•::r;�;�vi �•i "•fitt<jji�:� ::- .:.''j }•::'ri:t•'.�:5;.::L�... .::Oi':•:L:; $:;:;:}: :: ':: ��32L:' t:• i:•::• Y ''$:•'.:::i:;i:��:iiii:2�ii::> �'>:i i:i::iii:::ii:::'�i; �i aiSa ♦ ♦ ♦�♦♦ ♦♦.♦888.8 aaa.♦♦aaa♦♦.l'r'a•�i•i �� : • }:•: i::: .. �I+�G'vv+�� •.+ �. vviiisC:{ CiL1i'::•:'•: itti. :X{itii�::...............;...:� :vF...�.:v<...... vv vv;}Tv ;ax}�J:^ „ +..::::.vv�::x <w:.•. \ <..<..... . = ' <•:: \v� < . ?:i... i'`.:`:. 'v: :;:.ti'•:. i:•' {O:•i:•:iiii i•... hn:. ....... .............v •.: •. < "':°. ?v��:� +:: :;:�;:ti;::•:�i:�i }::: {�:'i::i:� i:� i`�:�:4i:�i:;i`� `:iiv:: �'��:ti `: .. v....................... v< v:: .vv:xv............vv.•:.v.•.•.• :v.•:L:::.:: ?:i:'<:�i:: iiiii: iiiiiiii:;:: r:: {: i.}v: :: ��: �YV: d:::: :.;:.:i¢::•:i:•:ii'•::•:i•:ii:i iti�:• ii:• i:•:•:• :•::•:::::::::i::Cii•i }:v }: :: iiii.:•:4 } ? }L::��'•:•? ir::: y:+.: is��:•: sti•+::........... v.<...... ....v ....................::.� ' -♦♦♦♦ a♦aaaa♦a �'•i +i1Ji�i'i:iisi.:::::::::2:::., !lF♦ +i •' i♦ Weight Bottom of Slab Elv = 7.56 ft Lifting Head = 0.00 ft •Deduction For Valve = 2 ft Resulting Buoyancy Head = -2.00 ft UPLIFT FORCE = 0 lbs Longitidunal Walls = 18,600 Ibs Transverse Walls = 9,000 lbs Slab - = 37,200 Ibs TOTAL WEIGHT = 64,800 Ibs REQUIRED SLAB THICKNESS = 6 Inches g,0-p4S' A. Yekta Kavasoglu, MSCE., P.E. FL Reg. # 41310 Special Inspector # 0852 yka- Letterhead -yekta -blue Page 1 of 1 k IY a cONSUL77NG ENG., INC. • 65Q0•W. Rogers Circle, :'.'Suit�:BdOQ : Qct 19 2005 2:54PM HP LASERJET FAX 6:.Gff!Y' E,, i' . "MF•TAI, < .�y �', lenutacturing Office 791 -907 Brunt Rd. 'ompai+o Beech, FL 33069 954) 979 -1389 954)97B-5240 Fax darkaling ORica 772) 288 -5020 • eoaaao2 -2208 772) 2885029 Fax titp : iNsm.proibc is ct1 i1d. Email: pacplaea01.corn p.2 VRYRnr.411., al iremir nc°t, 1C.n;3i::ro.:gT . sM,T,, -r"4. • • ••• • • • ••• •• •• • • • ••.•• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • d • • • • • • ••• Tlivaaby See Pa l fera a ••• ••• • • • •" 1791- 90781oWiRoed0 •: • • ••• • • Pompano Beach, Fonda 33669 • • • • •• • • • •• ••• •• • • • • • • • • • • • • • .• • MESH SAFETY BARRIER CERTIFICATION ool fences constructed in four (4) and five (8) foot heights by Protect -A- hild Pool Fence System, Inc. are hereby certified to meet or exceed ulrennente under the DEFINITION of Mesh Safety Barriers as set forth y section R4101.1.17.15 of the Building Code of the State of Florida. includes the Twitched 170 pool fence fabric used in the Protect -A hild Pool Fence assembly that complies with the following ASTM tandai+ds: STM 05034 -95, 03787 -89, and G53 -96. his mesh has been fufy certified as meeting the above referenced Iorlda standard by the engineering firm of Cerny and Ivey. I you have any questions or need addition& information, please contact mina -A-Child Pool PanuAS try *tar►wa, foe. I FiI ngame dent Oct 19 2005 2:54PM HP LASERJET FAX • • ••• •• •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • • •. • • • • • • • • • • • • • • • • • try COAPORATt 0998 • lbw Sembsin_ N p.3 ••• • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • •. ••• eov • • VW SI. F In the mop . Nl4ht, oW d4 Tonsil Tonsile Strength (anth). 0503445 Tensile abaft* i+b*V). bt 0503545 Tear labeekigh, ts0, Ibf 011174j Eiorgatle1, % D503549 Atinaskiwn Raalilanat D3034. (ce,o�ap otRiew oft Re added web* Bag Burst, mt 0175740 FlammabRy Nana Waralhenibilly, 1205 hours Mildew Resimeanee 1312145 moshownassuift Arms* no opedlossm fa morporatad. are • oft at delve bereettele 11011141110 36,.' 152.4 46.0 • 24,7 1.3 304.5 130.4 • 60.2 25A • aaposurs at cote' ani'yamn 260.0 101 -5' i CA 117E diaaakwelon tl lead eatteled Matt Cued Pik* 7�lt Pratt liattaly r`• t: 4 ". • „ ids: •••t °::i 0121111115144111 Oa* IC got* Meta 116S4 Tat nettadeat Opt 19 2005 2:54PM HP LASERJET FAX July 14, 2003 p.4 • • ••* • • • ••• •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • •.• • • • •• • • • • • • • ••• • s • • ••• METALLURGICAL., INC. Testing & Q.onsyltirigiSgrvIcgs •. • • • •• •••• • • • •• • •••• • ••• • •• • • 2870 Stirling Road • Hollywood. FL 33020 -11ea • (954) 925 -04a9 I'TRODUeTION Protect -A -Child 1791 -907 Blount Road Pompano Beach, FI,33069 •• • • • •• •.• •• • • • • • • • • • • • ••••••• • • • • • • • • • • • ••• •• • . Submitted product for independent inspection and testing. Client submitted testing criteria which was the proposed modification to the Florida Building Code, Modification#492, • Section 553.73, Fla.. Stat.- MATERIAL PRQVIDED (Aluminum Poles) • Nominal Length 46.0 inches • Nominal D.D. 1.0 inches • Wall thickness 0.064 inches • PVC insert (schedule 80) X 6.0 inches long • Located inside and flush with the bottom of Alu -tuba (aluminum pole) continued • Molding strip attached (42.0 inches long) • Screws # 8 X 1/2 inch (located) two at the top and two at the bottom with the retraining screws spaced a maximum of six (6) inches apart on center. 't"FSTW G PROCFDIJR Poles were inserted into fiintished patio deck sleeves (vertical post receptacles) placed inside the stationary nonmovable tenting apparatus to a depth of three (3) inches. A horizontal force load test was applied 36 inches above grade, and at a uniform and consistent rate such that shock loading did not exist. Force load was applied constantly from the side the safety barrier is installed until failure occurred 43 Fax (954) 925 -5851 • Mtami (305) 94 . 3136 • Email: gctabsebetisouth.net Oct 19 2005 2:55PM HP LASERJET FAX • • ••• •. • •• • • • • • • • • • • • METALLURGICAL, INC :." Home Ofttca • • • ••• •..• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • •• • 2870 Stirttng Road - Hollywood, FL 33024.1 �9� • • • • • • • • • Phone (964) 889 -0089 • (954) 843-0306 i i i • • • • • • • • • i Fax (954) 2414890 or (954) 925 -5851 • • • • • • • • • •• • • • •• • INSPECTJON REPOR1" • •• • • 3,0 JOB# 3JM -921 CUSTOMER Protect A- Child • •• ••• •• • • • • • • • • • • • • • • • ••• •• DATE January 12, 2004 . p.5 :SCRIPT; ON Testing and certified report on aluminum poles for pool fence systems. STOME R ORDER v Verbal MATERIAL Aluminum Vertical Support Posts 3PECTIOhf SPECIFIED Aluminum tubinn load test PLICABLE SPECIFICATIONS Fla. Bldg code _ , RESULTS OF INSPECTION cimenif mtm� Fpm tte_ ined 62.3 63.3 67.3 netatlurgical, inc. assumes no responsibility saes of any kind due tp interpretations, 1 Station of Failure. Bottom end of tube/ insert Bottom end of tube/insert Bottom end of tube/insert 45 Type of Fatilurc Tubular Bending Fracture Tubular Bending Fracture Tubular Bending Fracture Oct 19 2005 2:56PM HP LASERJET FAX July 14, 2003 • • ••• • • • •.• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • •- ••• • • • • ••• METALLURGICAL, INC. Testing & ConsultinfFsNicee • •' • • • •:' • • • • • • • •• • • • • • • • • •• • •• • • 2870 Stirling Road • Hollywood, FL 33085 -t1e r (954)482& 4 9 ' • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• p.6 jNTRODUCJON, Protect -A -Child 1791 -907 Blount Road Pompano Beach, Fl 33069 Submitted product for independent inspection and testing. Client submitted testing criteria which was the proposed modification to the Flori Oct 19 2005 2 :57PM HP LASERJET FAX p•7 • • ••• •• •• • • • • • • METALLURGICAL, INC.'" • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• Horne O fUcq • • • • • • • • • 2870 STIRLING ROAD / HOLLYWOOD, • Ft0i1DIC330.20:11 • • • 954 /825.0498 • 305 1.949•31841 )dHAMI •'F/b( %R25-S1 .. • • •• • • • • • •• • • • • • • • • • .. • . • . • •• ••• •• • INSPECTION REPESR1' •' •• • • • • • ••• •• DATE July 14, 2003 1CM JOB #33GM -642 CUSTOMER Protect- )ESC R IPT I D N Testing and certified report on fibeu� lass poles for pool fence systems. Re: Florida Building Code: Section 55173 Fla. Stat. :USTOME R ORDER, Verbal MATERIAL Fiberglass Vertical Support Posts NSPECTION SPECIFIEDFtbes tubing load test ►PPLICABLE SPECIFICATIONS Fla. Bldg Codc. RESULTS OF INSPECTION ,#_ -M `4rae*Yt Force of d Location of Failure 75:5 Lbs 78,0 Lbs 88.4 Lbs Metallurgical, Inc..aeaumes no responsibility losses at any kind due 10 Interpretations. al 6" of inserted end 6" of inserted end 6" of inserted end 48 Ki.ve ofFailure Tubular Latesal Fracture Tubular Lateral Fracture Tubular Lateral Fracture • • Oot 19 2005 2:57PM HP LASERJET FAX SUMMARY P.8 • • ••• • • • ••• •• •• • • • •• •• • •.• • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • 0 • 1 • •. • • •• • • • • • • • • • • 0 • • • • • • •• • • • • • • • • • 0 ♦ . 000 Test specimens furnished and tested withstood the.Inipimu1 pistscolvd test loading of 52.0 (pounds of force) applied 36 inches above grade. • •. • • • • • • . .. Respectfully submitted, Robert Kelly Q.C. Metallurgical, Inc. 47 • .. • • • • • ... .. Oct 19 2005 2:57PM HP LASERJET FAX p•9 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • PROTECT A• CHILD . .. t' 1) 0 r C.;C_F S T�f,rf Sus • •1 ••• •• The Y Sale iMC� • • • • • • • . • • • • • • • • •s • •• • • • • • ••• • PRODUCT AND INSTALLATION GUIDELINES FOR FLORIDA • • • Protect A-ChHd Pool Fence Systems, Inc, certifies that it's product meats the definition and requirements of a mesh safety barrier as defined In 4101.17.1.15 of the 2004 FBC Residential Building Code. Strength: Spec sheets are on file showing that our fence mesh and support posts meet strength and UV degradation guidelines as stated in the 2001 FBC 424,2,17.1.16 . Certified engineering specifications are being rewritten to show compliance with the 2004 FBC- R4101.17.1:15 Fence height, post length, screw spacing, and fence assembly: Posts extend 3• below grade and are attached to the mesh no more than 360 apart. Fence height is 481' . Screws and Assembly., Screws attaching the molding strip to the posts are according to, guidelines at 8x112" and spacing of the screws is leas than six (6) Inches apart on the post. Patio deck sleeves: When installed in a sound deck surface (concrete, brick, eta.) deck sleeves are of a nonconductive material (plastic). Latching device: A secure latching device attaches each section of fencing at a height above the required 451 grade. Barrier level: When installed, the bottom of the mesh barrier is leis than one inch (1") above the deck surface. INSTALLATION ALL FENCING IS REQUIRED TO BE SPACED A. MINIMUM OF 20" FROM THE EDGE OF THE POOL WATER. LATCHING DEVICE: Each section must be affixed to the other al the top of the fence at least 45' above grade. One (1) of the latching devices between sections must have the jam nut tightened against the toggle wing such that it requires tools to loosen. This meets the requirement of the code specifying the use of tools to remove one post of the fence. IN SOUND SURFACES SUCH AS CONCRETE, 2" THICK INTERLOCKING BRICK, ANC BRICK MORTARED TO CONCRETE: Holes are drilled In the deck surface to a depth necessary to accommodate the fence posts. These holes are sleeved with plastic sleeves. Oot 18 2005 2:58PM HP LASERJET FAX p.10 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• IN "UNSOUND" SURFACES SUCH AS 1" "SAND or BRICK PAVERS Holes are drilled into the pavers to accept 1 1/8" OD aluminum tubing ti moult r Wt6bi t rinef& rniteiieler 1" or 1 Y4* PVC pipe of sufficient length extend below the Od'r •fir• or gto++na •airrisa ;s • '• cry to provide adequate support to the fens. Pipe length nece&r for &dequafe support wiTf depend upon the hardness of the ground or sand bed below grade. Typically this Is 6"-8* when using aluminum pipe for sand sot 1" thick brick paver patios whore the sand bed err 'bethoroughly compacted. and 16"- 24 for grass and soil applications. • : •. • • •• .• •• • • • • • ••• •• • GRASS, AND SOIL: 1 1/8" OD aluminum tubing or similar suitable metal material such as "i" or 1 W PVC pipe of sufficient length to extend below the ground surface to a depth necessary to provide adequate support to the fence. Pipe length necessary for adequate support will depend upon the hardness of the ground and must be determined in the field. Typically this Is 18"24" depending upon ground hardness and material used. 1" PVC pipe requires pouring concrete around it to support it. WOOD DECKS; Wood decks using 2X lumber can be dulled normally and fencing Installed in the normal manner assuming the wood is In good condition, Any wood In less than good shape, thinner than 2x thickness, or not installed solidly will require an installation similar to the Sand Set Brick epplicat bon Voted above using the tubing to extend Into a solid surface below. Otherwise, the wood should be reinforced underneath with an additional block of wood screwed or nailed to the top surface. Oct 19 2005 2:59PM HP LASERJET FAX Nuirvzsanw '1410 basis Rd. . FL fj $7$1089 PIO 4240 ti Ilmwoon -s p.11 • •••. • • • ••• Fft4 h10. : J6i • • • •: : : 44. al: 304 :02Pp1 Pi. • • • ••• • • • • • • • • • • • • . • ••• • • • • ••• 41 • • • • •• PROTECT *Ai HIL & : ::•. P,OOl F [- N -C f! .`,ti 5 1 F rx s 7 be Baby Sr/e° kboII Fence 3 -12.03 Matt Bogart Protect A -Chad Pool Fence Dear Matt: •• • • • •• ••• •• • • • • • ••••••• • • • • • • • • • • • •• • • • • • • • ••• •• Regarding your euestiort ®►bout the proper way.to Install Protect -A-Chad Pool Fencing in the ground, the accepted method Is to first dig a and footer for the fit, minimum truer size ffi"xrxt2" dam, Next set an ,aluminum, copper or pipe with the proper ID to fit either the fence post itself or fen= sleeve. The length of this pipe sshculd be M least es long as fine hole matt. Parr cement around the pipe to 'Pffl the hate. Once the cement mats up the past en be sufficiently supported to ac wept the fence post. • Sincerely, D e41 Don Coppedge Vice President ' Oct 19 2005 3:OOPM HP LASERJET FAX •' 4e4640 P0eLs steps, the ladder of hula either shall ba capable of being secured, lacked et removed to prevent acme, Or eke lad. dart), steps shell be saironnded by a barrier which meets the requtre,sners of Sections R4161.17.1.1 through R4I 01.171.9 and Sections R.4101.17, 1.12 tbreugh RA it)l. t,14. When the lathicr Or steps we secured, locked of removed, any epeaiag created shell not allow the postage of a 4.inch-disenemr (102 nun) spleen R4te1.M.i.0 Swaim) screen oscloinies which meet the ree4oireteente of Section R4101.1/ may be usitiesd at pen Of el all of the "battier' and shall be considered a "nondwaIlirj"well. Removable child barriers shall have one end of plc barrier nonremovaoe without tbo aid of toots, 84301,17.1,15 The bonier mast be pieced armed the perimeter of U. pool end must be seaman from say few. wall, or other enclosure morourutin8 the yard um lest the fence, wall, or Mhos enclosure or portion thereof is situated on the perimeter of the pool, 3r being used w part Of the benias, std meet* the tarrier sequltetnentt of ibis Ise: oo. • 84101.17,1,13 Removable child tunriert mast be placed sufficiently 'away from the waters edge to prevent a yours' child oY medieahly flail 'Meth, person who [pry manage to osmium the barrier from immediately fel lies into the weer. 5ufflelentiy away from the water's edge shall Osten no ha s theft 20 inches (503 on) front die bar. her to the water's ado. Dwelling or nondweltins wells inc)ttding scrim eaclosome, when used as part of alt of the "'battier" Ind MOW t1?ae other barrier requirements. may be es doss to the water's Oyes p.unitted by this coda. R41f)Ll'r.l .14 A want of! dwe)tltig m1 sense as pat of ttte buries if it dote not contain ;toy afoot or window that opera to provlda direct aecus fia t the bosn0 to 'the swimming pbd . 1!4101.10.1.L4.1 Adjacent weterwsra. Pa+faenesst newel or perineseen ruse -made fautdrea such as bulkhead[, saute, !spas, navigable wine:ways, ate.. adj s.eci to ► public or private swl retni ng pool er spa fact be yermined he a herder what approved by the eudsodty having jurisdiction, Whoa svalwjig ouch barrier lectures, the authority may perform of slte its - :pectic as and review evidence wish as etsiveys, serial photnempt% water marnagentegt agency standards end specifIcations. eedany other similar document'. [;on to verify, at a minimum. else following: 1. The bathos fesIore W not subject to natant • clingiest deviations, or slrttratitins and is capa. ble al provtdies an 411141411114 level of protec. IW O al fiat provided by the code. 2. The barrier lettere clearly impedes, prohibits *resettle& WOOS 70. tits swImai pool crepe. p. 12 ai »dli�t?54s3o`"'sLa y. • •• • • • • •• • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 24101.17.1,111 A:gosh tail+ b(s'et enefalegolase ret- apittententoof4keipa io3pl1711ggtsit (QQ1k:vilkbpial. !boas teyu=rem•Ala Isbell ,abacodseaderetf a•bsrrier es deuced iD Ws Sedtdnt • • • • • 1. lodividue1 eurrtpenent 'matted support oaa shall be cope* pf * rpipiatU44ot *.pounds 4224 'N) isfhorialifeeeoprrer we breakage when ms.stead•sj a9Q•itre h; ie bah& 04 vs te*m* ks9(70 tier shall mum of 3 intakes man) below deck level and shad be spaced rto gte/tar thee 36 inches (914 min) spas. 2. The nab tssilbeed lo the barrier shall have h rritti• Mum tensile mach of 1001b(., anda m usIum bbl urst strenjt ae. irLA T.. .D.33.itt.of 150 Ibf. The tn716 a trot ba eapab3e of deformation such that Vein* (6.4 ftisn,) r4espd object could pile through the mash. The mesh shal11eceiva a descsiosive porfooltanee satins of no tesa than "itrce discoloration' or discoloration" wbso tested accord tag to A3T14 0 53 (Weatherability. 1,300 hosts). s. When uueg s molddna strip to attach the mesh to the vefticetposts, this strip Mall contain, at a mita. mowed by '!a -inch (121 mm) screws with a mini" mime%two sccawtat the lop and two Attie bottom with the remaining screws spaced a eaattitswn0f6 Lnehaa (152 runs) apart on chum. 4. Patio deck sleeves (vsrtiut post reteposeles) placed inside ,lee patio surface shall be of a natstonducsive material. 5, A latching device WO attach each barrier section at a Insight no lower than 45 incites (11 613 otrn) shove grade. Common latching devisee that in- elnde, but ate not !Mimi W. devices dust provide the security equal raor plater than tit of a hock and eye type lamb ireeorpouting a eptieg eobaeted retching beer (tonmeeklr referred to es a safely bate book). 6. 'Tim bottom of the child mesh 'safety tenter shall net bent= the* 1 inch (25 foso) above the dt k oar instaUad awfaoe Wade); 144101,17,2 Indoor sw ntraing pooh. All walls surround- bit WOW swimming pools than comply with Section 84191.17.1.9.. • 84101.17.3 Prohibited locations. Abarrier may not be to. toted is a way the shown any permanent tarueurre, equip meat, or window thu opens to provide mere Born the home to the swimming pool. 34101.16 Ladders and steps, Alive oh *holm public or pre vita abut be teevleled with a ladder*, ssepi in cbeiihagow arid where water depth exceeds 24 tAeltee (610 ntm). In .private pooh* wharf water depth enema 5 feet (L 524 non), theta stall • 14.014112A ewLoswa coot — aeatoaamru Oct 1S 2005 3:O1PM 2006 -05270 HP LASERJET FAX • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • •• • • • • • • • • • • ••• p. 13 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • •• • • • • •• • • • . • • • • • • • • • • • • • • •• • • • •• ••• •• •• • • • • • • • . . • . • • • • • • • • • ••• •• *ROTECT A- CHILD PO4X'FED : )F aOI.F'TH FLORIDA 30CI GIRT MAITH q L JR' AILLENNItIM POOL PR OLVT 08-012 CLASSIFICATION ICATION • 2 00 CM? $83.00 Ct. on ,npast, PE3cn YF Nei ' N INSTAUATION $3.30 TOTAL x;30 JOHN TAX C0.144.6104, P . j+,�; Fr— HP MEP: DBY Oct 19 2005 3:02PM HP LASERJET FAX 1$/19/2885 14:22 9547258555 Mlanulacturnng Office 4791 -907 Br0ur4 rid. POMP a►noDesch, FL 330$9 (854) 379.1099 (954) 373.5240 Fax Marketing 0f ce (772) 288.5020 1- eno.cg2 -2206 (772) 289'5029 Fax Mp:lM+ww.pro eotaohid,corn Email pacpfa7iaacorn FILLAjJC4E•'• • • • "' • • • • • • • • • • • • • ••• '• • • • • • • • • • • f& alb • • ••• • • • • ••• PROTECT A. CHlLD5 • • ••• :,, j • i m ::,; • . • • • • • • The Baby Aft Pr.t More ' •' • • • • • • • • • 1791-907 9(ount Road Pompano Beach, Fioride,33M • • • ••• • • • • • • • • • • P t� ) •• • • • • • ••• •• MESH SAFETY BARRIER CERTIFICATION p. 14 PAGE 81/01 col fences constructed in four (4) and flvo (5) foot heights by Protect A. Hid Pool Fence Systems, Inc. are hereby certified to meet or exceed uirernents under the DEFINITION of Mesh Safety Barriers 85 set forth y section R4101.1.17.15 of the Building Code of the State of Florida. is includes the Twitchell T70 pool fence fabric used In the Protect -A- hild Pool Fence assembly that complies with the following ASTM tandards: STM 05034 -95, 03787 -88, and 653 -96. rs mesh has been fully certified as meeting the above referenced Iorlda standard by the engineering firm of Cerny and Ivey, you have any questions or need additional information, please contact rvttxf -A -child Puul Purrula eyottsrrrsr, Imes. II Filtngame esident • • ••• • • • ••• •• •• • • • •• •• • NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL SWK= SIDEVALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, NC =AIR CONDmoNER PAD, P /C= PROPERTY CORNER, 0/H= DRILLED HOLE, WPF =WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB =REBAR, UE =UTILI Y EASEMENT. CONC=CONCRETE SLAB, RA WRIGHT OF WAY, DE =DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP=TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, WD =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD POVERLINE, WM =WATER METER A A FENCE- MASONRY VVi1LL= - ELEVATION BASED ON LOC. # 3250 S.W. I I I I I I I 1 I I MAINTENANCE BDRNNAGEEASEMENT =M &D.E• ~ I DCBM# N -603 -R ELV. 8.11' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE CERTIFIED TO: ARI SKLAR, 423 N.E. 92ND ST., MIAMI SHORES, FL. 33138., 423 SHORES LLC., SKLARCHITECTURE, TOTAL BANK, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. LEGAL DESCRIPTION: LOT S 15 AND 16 OF MIAMI SHORES SECTION NO. 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 OF THE PUBLIC RECORDS MIAMI -DADE COUNTY, FLORIDA i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 FLOOD ZONE: x PANEL: 0093 DATE: SCALE: 8 15 05 1• =20' Fax: (305) 865 -7810 SUFFIX: . DATE: 7/17/95 BASE: N/A COMMUNITY# 120652 DWN. BY: JOB No. F. Blanco 05- 1529