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BPP-06-1746Inspection Date: 05/03/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: DEGIORGIS, MARIA DE LAS MERCEDE; Job Address: 1111 91 Terrace NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ESSIG POOLS INC Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: New Phone Number (305)754 -8713 Parcel Number 1132050010120 Block: Lot: Phone: 305- 949 -0000 Building Department Comments NEW SWIMMING POOL SPA AND DECK MAY 0 3 2007 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . H w a CONTRACT 0 SUBMITTAL DA u) w H m N w E PROJECT TYP w MPACT FEES 4 U p HRS /DERM U z \J) Wednesday, May 2, 2007 Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. — I 146TAX FOLIO 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. 1NEME Ill! l M CFN 2006R0562692 OR Bk 24555 F'a 1854; Ups ) RECORDED 05/23/2006 10:37204 HARVEY RLIVII'1 CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: ter( 1114 I j g / W -re is 06 t, & 9 P'' . /111 1 11 /SL- 9 l -r -g.< i ft � t 2. Description of improvement: Ai t Poo- 3. Owner(s) name and address: S Q lia. . (t l /1/41e7 (1 t 5?- tc►4E5 F L 35/ 33" Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: E5.99 Polls 2. 5. Surety: (Payment bond required by owner from contrat�� CERTIFY IDtAa, t ou i NT T ° V ° f o DD A th e Name and address: Amount of bond $ 6. Lender's name and address: hanr .. IN, I=.. AD20 .1 pal Seal. of Circuit and Count 7. Persons within the state of Florida designated by Owner upo f m notices or other documents may be served as provided by Section 713.13(1)(a)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. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different . • e ' 6qecified) Signa ure • Own Print Owner's Name rt rect24 .NI Sworn to and subscribed before me Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 Prepared by 04)-Ct ( L_ Address. C A D D KC. 1 S l IT tJ lrY)L. ..+' , l .331(2. Notar My comm. exp. May 24, 2007 Comm. No. DO 182405 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING IM C X ST G' Permit No. ZPFC1 Y 1 PERMIT APPLICATIO JUN H Master Permit No. FBC 2004 Permit Type (circle): Building EF ec r cal Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ALtr5 4 ars 0 Phone # (30 5\) 7-CL/ ` gar 3 Owner's Address /11 1 ,'J ' / re-RR. City /14 totryt I sit o 4E- State FL Zip 33 / 3 �s Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 1 1 I Ali` 9( rz'e City Miami Shores Vi11ae County . Miami -Dade Zip 33 / 3 FOLIO / PARCEL # L0- /y4 -3os coo- a 6 Is Building Historically Designated. YES NO X' Contractor's Company Name E55 &L g /Ai e_ Phone# (3'd 91-1 z Contractor's Address tom' ' t ; i . City ai°'2TF4 /Alf t li-Pvt I State Zip 33 f & 2 Qualifier Name 0r k Phone # State Certificate or Registration No. CPC 0. 2_J Certificate of Competency No. Architect/Engineer's Name C if a pP licable ) 1 LH) Pre/ P Phone # -147-p3 Value of Work For this Permit $ a..1 CIO() Square / Linear Footage 'OfWork: `mil 4, � � 4 Type of Work: ]Addition DAlteration ► ew 0 Repair/Replace Describe Work: f\ ); , ()4 1 la ******** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Fees* * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee' c 'Permit $ 1 ° ZO CO /CC i C CC $� :Permit Fee $ ��© Notary $ �p Training/Education Fee $ 4 4 Technology Fee $ 1 . Scanning $4G ° Radon $ 4 . e DPBR $ .82.. Zoning Bond $ 300 Code Enforcement $ Double Fee $ Structural Review. $ • A0 Total Fee Now Due $ 6504-)cit 44 Imo. See Reverse side' - * Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Nam (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 broch e will be delivered to the person whose property is subject to attachment Also a certified copy of the recorded notice of comme nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu„� . e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. f er or Agent The foregoing instrument was acknowledged before me this day of ,L / 20* / by who is:pers kno me or w.lw -has produced As identifi i and who did take an oath. NOTARY PUBLIC: The foregoing day of who is p ; + y known t .. a or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: ✓� - , t Sign�i ._,Rw� Print: , aty subliC 1MAf/ `Print iUot Zn.VeE TySH j My Commission Expires: Comm. �Op ay �, 2DD7 y Commission Expires: �yCOxpa of FIaPI�� APPLICATION APPROVED BY: •. (Revised 02/08/06) 7h Am 'Awe t'• Plans Examiner JLwthcjtotefl! fionivA • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• a BUILDING DEPARTMENT • ••• • •• • • • • • • . • • • • • .• •• • . • • • • —.— .- - • • • • • • . • • ••• • • • 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 • •• • TELEPHONE <305) 795 -2204 • • FAX (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAY 1`Y ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at l! 1 1 74 Miami Shores, Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please 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 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 ot having one of the above installed at the time of final inspection, or whe ool is • leted for contract purposes, will constitute a violation of Chapter 515, F. • :d ,.�1 . onsidered as committing a misdemeanor of the second degree, punishable $500 and /or up to 60 days in jail as established in Chapter 775, F.S. Ali 6 CONTRACTOR'S N DATE Notary Public, H Sye of F N My comp; State of I, at No. DO 5 trtzaa4. WNER'S NAME Date Si6/06, • • ••• • • • ••• •• •• • • • •• .• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • •• • ••• • •• O. • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •- • ••• • • • SWIMMING POOL OWNER'S CERTIFICATION • •• •'• • •. ••• •• • • • • • • • •.-• • • • • •• • • • • • • •• • • • • • ••• •• Miami Shores Village Building and Zoning Department Attention: Building Official I certify that I am the legal.owner of the property described as 1 I L . , located at 1/ / / i1 4l -re 7212 Ikk,A : • - 11ortt-s In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. / Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. enaY PROTECT A CHIL P O O L F E N C E S Y S T E aooLFwce February 26, 2002 Hoityw 44.194). ; X38 -S$ O r..:. Browar4 /95:x) 3 -4566 Delray • 156i7 '499 -7300 • "' W.P.Beaeh (561) 689 -7440 Fax • • •(9541. 9744959 • • • • .• • • • • .•.• • • • ••.•. • • • • • » • • • • • • • •• • •••• • • • •e•• • • ••• • • • • • • • • • • .•.. • •. • • • Dear Building Officials and Contractors, Protect A -Child fences meet the barrier requirements of 424.2.17 in the following manner. The top of the barrier is a minimum of 4S "high. $ The bottom of the barrier is flush with the top of the pool deck. ■ The fence is mounted a minimum 20" away from the water's edge. 1 Gaps in the barrier do not exceed 3 ". $ At least one end of the barrier is not removable without tools. ■ There are no horizontal members. • Fence posts are made of composite. fiberglass or aluminum. ■ Posts are mounted 36" apart. Sincerely, Matt Bogart President Protect -A- Child Pool Fencing Company Xd3 13L ?J3Sd1 dH •. ••• .. . . . • • • . • • • • • • •.. •S Wd8Z =z SOOZ 'b0 JeW PROTECT A0 CIIIILD® P 0 0 F E N C E S Y S I The Baby Safe* Pool Fence MESH CERTIFICATION • • ••• • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • •• • • • • • • • • • • • •• • • • • • • •• • • • . • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • • • .• • • • • • 400 •• • XHd 13Cd3SH1 dH wdsa:a S00a t0 J W CERNY € 1VEY ENC WEER; ,s;'1EN; .;•,•; • • • CONSULTING ENGINEERS - TESTING LABORATOR•f ••• • • • • 5650 PEACHTREE PARKWAY;NORCROSS, GA 30092 TEL T70-4494936- -- Fix 71 0-368-1143 Searing Our Clients Since 1967 Ms, Gwen Jones, Lab Administrator Twitchell Corporation 4301 Ross Clark Circle Dothan, Alabama 36303 WWW.CERNYANOIVEY.COM • • • • • • • • • • • • •••. • • • • • • • • • • • .... • • .•• • August 18, 2003 • • • • • • • • • ••• • • • • •• • • •• • • • •••• •••• •••• • •• ••• •• • • . • • • • • • • • • •. • • • • • ••• •• SUBJECT: Engineering Report 23263 ASTM D3787 -89 Test Report letter of certification Twitchell Fabric 770 Evaluation for use in pool safety fence systems Dear Ms. Jones: The TwitchelI T70 woven mesh fabric is used in the Protect a Child Pool Fence assembly. After review of the resulting test report, the Twitchell 110 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 32802 Robert N. Kenney PE Vice President - Senior Staff En ��� +• KE1 ye%r .• ,„to No 87493 to * STATE OF • ill' CSI � I a 1t• `; CC: Protect a Child Pool Fence 1791 Blount Road Bay 907 Pompano Beach, Fl. 33069 Xdd 13Cd3SH1 dH WdOZ:a SOOZ tr0 JeW Item Number: T91 DSSS 222 .. • ::.12/61Oa • • • • • • • • • OOOOOO Heavy duty fabric in a plain weave using .025" dia vinyl coated 1000 polyester • • • ... • • core yarn in the and fill. Construction, endfl ch D3775 -96 10 , ± .6 • BA ± .5 Product Description: Weight, OW02 - 03776 -98 Tensile Strength (grab), lbf Tensile Strength (strip), lbf Tear Strength, (Trapezodlal), ltrf . 01117-97 Elongation, % D5035 -95 Abrasion Resistance 03884 -92 (CS1W500 cycles/ wll#I no added Weight) Flammability Rating Weatherability, 1200 hours G53-96 l4tildew. Resistance G21 -96 IOW 05034 -95 197.9 .172.8 D5035 -95 . 157.8 126.8 71.1 71.1 24.5 22.5 No exposure of core yarn • CS 191- 53.81CA117E No discoloration No growth . ills abase moues are a repeeeentaltat d roulade foam stn& Met samples. Pone* no specification Is Incesixmla §.-' •: _ ;� • Y 4aa.N.Y• I. ,,,, �• "`► + . f :'fir'" r; =per 4 7.4 "t way thaths above Issb rive pafamtsd und.r,my *spondaic* b a oa /enae to the sp.c Ile Lab Adeseslebsior +.. i— wry . -r,'rw ...M r Halsey Pt is (AJabsefn SRtme at commlseloo expires revs 4031 ROSS C14RK CIRCLE. NW • P.O, Bbx 8156 • DOTHAN. ALABAMA 36304 S °d }{Fi3 13Cd3SIJ1 dH Wd8 a Z SOOZ b0 JeW 31 t ('l1a:lklithf : fE tilatiATI ;: ' TITIM't Irf ffilninalbad )( is . .... . . .... rtifi .Ott of %`✓*' 'y��j AR'E•S'{'�S`rT'�F�RF/yI? .. pp. 16NrkPerformed• • • • • • • • • • • • • • • • • • •••• • • •••• ••• • • • MUM) BY WEBLDN, INC. FOX ISLAND ROAD PO i30X 190 PORT CHESTER 914-- 937 -3900 F:—b9 NY . . 105'72 • .• • 614291100•. • •.•••.••• • • • 0 • This is to certify that the materials described or, the rev revirseietheihinieiti.nle iaeelyilarne- retardant treated (or are inherently nonflarnable). FOR ASTRUP COMPANY • AT 2931 WEST 25th STRf ET cnY CLEVELAND STATE 0)110 Ad part f caf on is herthy_ made_thatdCheck "a" 1 X I (a} The articles described on the reverse side of this Certificate have been treated wlth.a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No. Method of application • (b} The articles described on the reverse side hereof are made from aflame - resistant fabric or material registered and approved by the State Fire J c r al for such use- Trade - 1 "--b9 Trade name of flame- resistant fabric or material us+e�d • Reg. Iwlo. The flame Retardant Process Used WXLL,. N°T Be Removed By Washing { wER or wig !tog PETER COHAN By ROBERT F. BUEHLER, PRESIDENT Name of Produr po Superintendent title • TAI 7:111,2AI417,TJJAI MI,I T?tfK17,1741l' tT1.;jlAPATATAT).; AKTAP [ ? ?,tT!�` j I ZWIPik We hereby certify, this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "'orfglmsl air''• of'whiich bt 'l n ff1r3'd WItfrtIWCaliifthia Slot's FirOlViCii had: The ASTRUP COMPANY By 440.000 YD Control /lot # Quantity —. 2011 WEBLON REGATTA 13. SO Z 62114 Customer order # Description 1436998 975532 Astrup Invoice # Product Code — PROTECT A CHILD POOL FC 1791 -907 BLOUNT ROAD POMPANO BEACH FL 33069 9 °d '<d3 13C213SU1 dH Wdoe :2 SOOZ tr0 JeW L °d PROTECT A- CHILD. P00L FENCE SYS The Baby Safe* Pool Fence POST STRENGTH AND FENCE . ASSEMBLY CERTIFICATION 1. ALUMINUM POST FENCES 2. FIBERGLASS POST FENCES. • • ••• • • • ••• •••• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • .• • • • • • • • ••• • • • • ••• • •• • ••• • •• • • • • • • • • • • • • •• • • • • • • .• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • .• • • • •• ••• •• • ••• • • • • •• • • • • • •• • • • • • ••• •• Xd3 13C213Sd1 dH Wdse o Z S00e 1r0 aeW July 14, 2003 • • ••• • • • •••• . •• •• • • • • •• ••• • • • • S • • • • • • • • • • • •••• • • • • • • METALLURGICAL, �iNC• : :.:. Testing & Consulting Services • •• • ••• • •• ••• •• • ••• • • •• • • • • • • •• • • 2870 Stirling Road • Hollywood, FL 33020 -1198 • (954) 925 -0499 • • • •' • = • ••• • • • •• • • • •• ••• •• • • • • • • •• • • • • • • • • • • • • • • . • • .• • • • • • ••• •• IN RODUCTION 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, Modifscation#492, Section 553.73, Fla. Stet Code; Building Section#: 424.2.2 MATERIAL PROVIDED (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 of Alu -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 sax (6) inches apart on center. TESTING PROCEDURE Poles were inserted into furnishcct 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. Fan (954) 925 -5851 a Miami (305) 949 -3166 o Email: gelabs @beilsauth.nat Xdd 13rd3Sd1 dH Wd60 a z SODO ir0 JeW METALLURGICAL, INC. Home Office 2870 STIRLING ROAD / HOLLYWOOD. FLORIDA 33020 -1199 9541925 -0499 • 3051949 -3166 MIAMI • FAX 9511925 -5851 INSPECTION REPORT • • •• •• ••• • • • ••• • • • • • •• • • ••• • • ••• • • • • • ••• •• •• • ••• • • • • • • • • • • ••• • •• • ••• • 11 ••• •• • • ••• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • ••• • • • . •• . • • • • •• • • • • • ••• •• DATE Jtily 14, 2003 QCM JOB#3GM -642 CUSTOMER Protect A -Child DESCR IPTION Testing and certified report on aluminum poles for pool fence systems. Re: Florida Building Code: Section 553.73 Fla. Stat, Building Section#424.2.2 CUSTOMER ORDER# Verbal INSPECTION SPECIF IEDAlturthlum tubing load test APPLICABLE SPECIFICATIONSFIL Bldg Code Section 553.73, Fla. Slat, Bldg Sect 424.2.2 MATERIAL Alnminwn Vertical Support Posts ei 1A 2 -A 3-A RESULTS OF INSPECTION Location ofFF.ilure Bottom end of tube/insert Bottom end oftube/insert Bottom end of tube/insert Maximum Force Attained 52.9 Lbs 55.8 Lbs 58.8Lbs O C Metallurgical, Inc, assumes no responsibility for losses of any kind due to interpretations. a]. 6 °d Type of Failure Tubular Bending Fracture Tubular Bending Fracture Tubular Bending Fracture Xdd 13C?I3Sd1 dH Wd6a:e SOD tra -1 W July 14, 2003 -, • •.• • • • ••• .. .• • • . • •• •• • 0• • • • • • • • • • • • i • • • • ••• • • METALLURGICAL, iNt. `..•••• • Testing & Consulting Services . .. • • • • • • • • • • 2870 Stirling Road • Hollywood, FL 33020 -1199. (954) .925 a4w• 0 • - • • • •• • • • • • •• • • • • • • • • • •• • • • •• ••. •• • • • • • • • • • •• • • • • • ••• •• INTRODUCriON 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#: 424.2.2 MATERIAL PROVIDED (Fiberglass Posts) . . • Nominal length 53.0- inches. • Nominal 0.D. 1.0 inches • Molding strip attached (42.0 inches long) • Screws - # 8 X 1f2 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. Fax (954) 925.5851 • Miami (305) 949 -3166 • Email: gclabs@belisouth.net OT -d Xd3 .L.3C?13Sd1 dH Wd0£ s 2 SOOZ .b0 JeW METALLURGICAL, INC. • • ••• • •. • ••• • •• •• • • • •• •• •.• • • • • • • • • • • ••• Home Office 2870 STIRLING ROAD 1 HOLLYWOOD, FLORIDA ;t3020.1199 • • • 9541925.0499 • 3051949 -3166 MIAMI • FAX 9541925 -5851: i : • . • • •.• • • • • • • INSPECTION REPORT QCM JOB#3GM"642 _ CUSTOMER . Protect A -Child •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • •. • • • • •• • • • • • ••• •• DATE July 14, 2003 DESCRIPTION Testing and certified report on fiberglass poles forpool fence systems. Re: Florida Building Code: Section 553.73 Fla. Stat,, Building Section#424.2.2 CUSTOMER ORDER# Verbal MATERIALFibergiass Vertical Support Posts INSPECTION SPECIFIEDFiberglaas tubing load test APPLICABLE SPECIFICATIONS Fla. Bldg Code Section 553.73, Fla. Stat, Bldg Sect 424.2.2 RESULTS OF INSPECTION SpecimenI# Maximum Fear Attained Location of Fa' we Type of Failure I-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 U C Metallurgical, Inc. assumes no responslbitlty for losses of any kind due to Interpretations. al d XH3 13C213SH1 dH WdOE >a SOOZ t70 JeW • ••• .. . • •• ▪ ••• • • • • • • • . • .. • • • • . • • .. • 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 Q.C. Metallurgical, Inc. • Xdd 13C213Sd1 dH Wdoc :a SOOZ 170 JeW • PROTECT` 4116 • CHILD' • POOL FENCE SYS The Baby Safe* Pool Fence • • • •• • .•• • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • •• • • • • ••• • •• ••• • • • • •• • • • • •• • •• • • • • • •• MANUFA C TURERS INSTALLATION INSTRUCTIONS • • • • ••• •• XUJ 13C213S131 dH WdOC �O SOOZ if0 -JW • • .••• • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • .•. • • ••• • • • • i1 ' • PROTECT fl +CHH1LD1 P 0 0! FENCE S Y S Tice Baby Safe Pool Tents •• • •• • • • • • • • .•• • •• • • • • • • • • • • • •• • • • • • • • • • • • • ••. • • • •• • • • •• ••• •• PRODUCT AND INSTALLATION GUIDELINES:•:: :.: •'. •• • • '•' •.l ••. •• Protect -A -Child Pool Fence Systems, Inc. certifies that its product meets the definition of .a mesh safety barrier as defined in 424.2.17.1.15 of the Florida 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 code. Fence height; post length, screw spacing, and fence assembly: Posts extend 3A below grade and are attached to the mesh no more than 351 apart. Fence height is 48 ". Screws and Assembly. Screws attaching the molding strip to the . posts are according to guidelines at #8x1/2" and spacing of the screws is less than sic (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 it This meets the requirement of the code specifying the use of tools to remove one post of the ience. 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 posts. These holes are sleeved with plastic sleeves. IN "UNSOUND" SURFACES SUCH AS 1" "SAND SET" BRICK PAVERS, GRASS, AND SOIL: Options include the use of a length of 1 118" OD aluminum or 1 1" 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 6" when using aluminum pipe for sand set, 1' thick brick paver patios and 18"- 24" for ground applications. Xkid 13C83SU1 dH WdOE :2 S0OZ JeW Protect A Child Pool Fence Co. • 1791 Blount Rd., Suite 705 Pompano Beach, Fl 33069 Phone (954) -979 -0566 / (561)-6894400 Fax (954)970 -0959 • • • • • • • • • • •• • •• • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • ••• • • •• • •• • • • • • •• • • • •• ••• •• • • • • • • • •• .. • ••••.•• February 6, 2004 To Whom It May Concern, Following is the diagram for the baby fence requirement, whereby one post tit be attached to the deck so that it must be removed with the use ofa tool. We use an L Bracket with a canoe anchor and a screw into the anchor and a aarew into the post (per see dram below) Sincerely, Matthew L. Bog President Protect -A -Child Pool Fencing Co. ST °d XUJ 13C213Sd1 dH WdTE:a SOD bO 1eW FROM : Protect- A--Chi td Man+factu ft Oft. 1721407 Skutt Rd. Pompom Mach, PL3:Eas Fax {964) 979.5240 trinfka ting Welt � TM 2894029 14300359.2200 1V0 nmp*oc.00r. 3-12-03 FAX NO. : 5615029 M. 12 2003 04: ueem PI • ••• • • • • ••• • • • • •• •• • ••••� • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• PROTECT 'A* `CHILD" • •••• 7h Baby Safeslc1Race ••• ••• POOL FENCE 25 Matt Bogart Protect -A-G 11d Pool Fermi Dear Matt: •• • • • 10 • • • • • • • • • • • •• • • • • • • • • • • •••• • • • ••. • •• • • • •• ••• ••• • • • • • • • • • ••• •• •• • • • Regarding your question about the proper way,to instal Protect- A -ChI1d Pool • Fencing in the ground, the accepted method Is to rust dlg a small footer for the post, . rnihtmum sire d'Sc8'9ci2" deep. Next set an altiminum, copper or PVC pipe with the proper 10 to fit either the fence past Itself or fence sleeve. The tit of tats pipe should be at least as long as the hole itseit Pour cement around the ppe lo fill the Mate. 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Pompano Beach, FL 33069 ,954) 979 -1089 :ax (954)979 -5240 Marketing Office 772) 288 -5020 =ax (772) 289 -5029 1.800- 9922206 Netsite w w.protectachl►d com tulpt9pratectaahild ca» 46'94.0 PROTECT•A• CHiLffL mums P00L FENCE S • • • ••• • • •• 50 • • ••• • • • •1. • Tire .BC! /1y Safe Pool Fence ••• ••• • • • • • ••• • • .• • • • • • • • • • • • ••• ••• • •• • • • • • • • • •• • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• MESH SAFETY BARRIER CERTIFICATION Pool fences constructed in four (4) and five (5) foot heights by ProtectA -Child Pool Fence Systems, 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 424.2.17.1.6 of the Building Code of the State of Florida. Protect -A-Child Pool Fence Systems, Inc. • Bill Fiiingame President B I ° Xd3 13CM3SU1 dH Wd2E :2 S002 .K1 -eW BTU's 150,000 145,000 140,000 135,000 130,000 125,000 120,000 115,000 110,000 105,000 100,000 90,000 80,000 75,000 70,000 65,000 60,000 55,000 50,000 MODEL BTUs • • ••• • • • • ••• •• •• • • •• •• • • 7, C3rfflbbeari iaribbean 3 • • 7, 7,104000,07000 • YO.4,000l70,000 EFFICIENCY • •• • ••• Coefficient of Performance • • • 4.3/1.2 • • • Kilowatt Input • • • • • • 7n1/6.47, • • • • •• • ELECTRICAL Voltage/Hz/Phase Minimum Circuit Ampacity Recommended/Maximum Fuse • a0av- 230vl60hrM oh• •208v 30v /60hz/3ph • • • • • • • • • • ••• o0• • • • •• 26 • Size 7, 7, 7,4' ••• • •30/50 •• • • • • • ••• •• WATER FLOW Minimum/Maximum 20 -70 gpm 20-70 gpm 100° 900 80° 70° 60° 50° 40° 300 20° AIR TEMPERATURE AT 80% HUMIDITY e High Test Point Temperature Wriest Point Temperature PHYSICAL Shipping Weight (Ibs.) Size (length x width x height) 270 270 36" x 30" x 35" 31" x 30" x 35" k BTU's 150,000 145,000 140,000 135,000 130,000 125,000 120,000 115,000 110,000 105,000 100,000 95,000 90,000 85,000 80,000 75,000 70,000 65,000 60,000 55,000 50,000 100° 90° 80° 700 60° 50° 40° 30° 20° 0 AIR TEMPERATURE AT 80% HUMIDITY 0 High Test Point Temperature 0 Love Test Pant Temperature tInks 150,000 145,000 140,000 135,000 130,000 125,000 120,000 115,000 110,000 105,000 100,000 95,000 90,000 85,000 80,000 75,000 70,000 65,000 60,000 55,000 50,000 MODEL BTUs EFFICIENCY Coefficient of Performance Kilowatt Input 5.6/4.1 5.7/5.3 6.3/4.1 5.9/5.3 ELECTRICAL Voltage/Hz/Phase Minimum Circuit Ampacity Recommended/Maximum Fuse Size 208v- 230v/60hz/1 ph 38 40/60 WATER FLOW Minimum/Maximum 20-70 gpm 8v- 230v /60hz/3ph 27 30/45 20-70 gpm PHYSICAL Shipping Weight (Ibs.) 323 ` Size (length x width x height) 31" x 34" x 36" ; j 323 31" x 34" x 36" 100° 90° 80° 70° 600 500 40° 300 20° 0 0 AIR TEMPERATURE AT 80% HUMIDITY High Test Point Temperature 0 Low Test Point Temperature P19ii.t I)YA ®110. 1 $. _. KS. 151 1 T, NOrth a MODEL Tropez BTUs 127,000/98,000 EFFICIENCY Coefficient of Performance 6.3/4.4 6.3/4.4 Kilowatt Input 5.9/6.5 5.9/6.5 Tropez 3 127,000/98,000 ELECTRICAL Voltage/Hz/Phase Minimum Circuit Ampacity Recommended/Maximum Fuse Size 208v- 230v/60hz/1 ph 208v- 230v /60hz/3ph 37 30 40/70 40/50 WATER FLOW Minimum/Maximum 20 -70 gpm 20 -70 gpm PHYSICAL Shipping Weight (Ibs.) Size (length x width x height) i Florida 331 6 : 1 www.essi • p3 400 400 36"x32 "x43" 36 "x32 "x43" 1 ■ =10`,001 IIio <74,t00 100° 90° 80° 700 60° 50° 40° 30° 20° 0 AIR TEMPERATURE AT 80% HUMIDITY 0 High Test Point Temperature 0 Love Test Pant Temperature tInks 150,000 145,000 140,000 135,000 130,000 125,000 120,000 115,000 110,000 105,000 100,000 95,000 90,000 85,000 80,000 75,000 70,000 65,000 60,000 55,000 50,000 MODEL BTUs EFFICIENCY Coefficient of Performance Kilowatt Input 5.6/4.1 5.7/5.3 6.3/4.1 5.9/5.3 ELECTRICAL Voltage/Hz/Phase Minimum Circuit Ampacity Recommended/Maximum Fuse Size 208v- 230v/60hz/1 ph 38 40/60 WATER FLOW Minimum/Maximum 20-70 gpm 8v- 230v /60hz/3ph 27 30/45 20-70 gpm PHYSICAL Shipping Weight (Ibs.) 323 ` Size (length x width x height) 31" x 34" x 36" ; j 323 31" x 34" x 36" 100° 90° 80° 70° 600 500 40° 300 20° 0 0 AIR TEMPERATURE AT 80% HUMIDITY High Test Point Temperature 0 Low Test Point Temperature P19ii.t I)YA ®110. 1 $. _. KS. 151 1 T, NOrth a MODEL Tropez BTUs 127,000/98,000 EFFICIENCY Coefficient of Performance 6.3/4.4 6.3/4.4 Kilowatt Input 5.9/6.5 5.9/6.5 Tropez 3 127,000/98,000 ELECTRICAL Voltage/Hz/Phase Minimum Circuit Ampacity Recommended/Maximum Fuse Size 208v- 230v/60hz/1 ph 208v- 230v /60hz/3ph 37 30 40/70 40/50 WATER FLOW Minimum/Maximum 20 -70 gpm 20 -70 gpm PHYSICAL Shipping Weight (Ibs.) Size (length x width x height) i Florida 331 6 : 1 www.essi • p3 400 400 36"x32 "x43" 36 "x32 "x43" FND NA/1,d 5' IMF. LOT 13 BLOCK 1 ■:. !t3 FND LP. 5 SWK 100.00' (R) (M) N. LINE LOT "R" 100.00' (R) (M) • • .•• • • • ••• •. • .• . • •• • • . • • • • • • • • • • • • • • ••• • • • • • • • • • • 0 ••• • • ••• • • • • •• • • • • ••• ••• • • • •• • • • •• • • •• • • • ••• • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• • •• • • • ♦ • • • • • •• •••: • •• D • • • • • •••tii :• •. 4' CLF 00 00 LOT 16 GY 0.40' BLOCK 1 !� 0.20' Q tri 'per / 20.00' 5.5' PKWY / 72.00'1 Q 0.5' CURB N.E.. 91 th TERR 28' ASPHALT PAVEMENT FND ,fig LP. LEGAL- 3'ESCRIPTION: Lot: 14 A 15 Block: 1 Subdivision: Watersedge According to the Plat thereof as recorded in Plat Book: 9 Page: 141 Public Records of MIAMI -DADE County, Florida. ADbRESS: 1111 NE 91 TERRACE MIAMI SHORES, FL 33138 Encroachments Noted: LOCATION SKETCH SCALE: k, tJ 650'(M) TO N.E. 1 N. LINE LOT "R" NOTES: A) AU Clearances and/or encroachments shown hereon are of apparent Were. Fence omens* by visual meant. Legal ownership of fences not determined. 8) This survey is intended for mortgage or refinance proposes only exclusively for this use by these to whom It le certified. This survey is not to be used for construction, permitting. design, or any other use without written con- sent of Thomas J. Kelly. Inc. C) Code restriction and title search ere not reflected on this survey. D) The flood information shown hereon does net imply that the referenced property w1N or will not be free from flooding or damage and does not agate liability en the pert of the firm, any officer or employee thereof, for any damage that results from reliance on said Information. E) The lards depicted hereon were surveyed per the legal description and no cletgs.es to Ownerehipror• matters of title are made or it led„ -. . F) Underground EntroacIunenfs, if a y,.aat Io oitii,- I hereby certify that list stsmay represennt4d hereon meets the minimur techat?erston- dards set girth by ths_Hear -ef Lad Sw'veyerrt' - in chap -17 -6 Florida Administrative Code on 472.027 Flo. Statutes, J05 NSOTA RE ,P.5. dc"M #4558 °MA A UNLESS I�APRIN'TED WITH Ale BOSSED SURYEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. N.E.. 99th TERR. • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • ••• •••• ••• • • • •• �• • • •• • �• • • • • ••• • •. • • • •• ••• • •• • • • • • • • • • • • • • • • •• • • • • • • •. ••• •• oo • • • •• • • • • • • • • • • • • • • • • • • • • ••• •• THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 BADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX BATE FIELD WORK 03/09/2006 SCALE nn = 'SURVEY NO. 1 06 -1363 12 13 /j4 00 16 Q 17 NOTES: A) AU Clearances and/or encroachments shown hereon are of apparent Were. Fence omens* by visual meant. Legal ownership of fences not determined. 8) This survey is intended for mortgage or refinance proposes only exclusively for this use by these to whom It le certified. This survey is not to be used for construction, permitting. design, or any other use without written con- sent of Thomas J. Kelly. Inc. C) Code restriction and title search ere not reflected on this survey. D) The flood information shown hereon does net imply that the referenced property w1N or will not be free from flooding or damage and does not agate liability en the pert of the firm, any officer or employee thereof, for any damage that results from reliance on said Information. E) The lards depicted hereon were surveyed per the legal description and no cletgs.es to Ownerehipror• matters of title are made or it led„ -. . F) Underground EntroacIunenfs, if a y,.aat Io oitii,- I hereby certify that list stsmay represennt4d hereon meets the minimur techat?erston- dards set girth by ths_Hear -ef Lad Sw'veyerrt' - in chap -17 -6 Florida Administrative Code on 472.027 Flo. Statutes, J05 NSOTA RE ,P.5. dc"M #4558 °MA A UNLESS I�APRIN'TED WITH Ale BOSSED SURYEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. N.E.. 99th TERR. • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • ••• •••• ••• • • • •• �• • • •• • �• • • • • ••• • •. • • • •• ••• • •• • • • • • • • • • • • • • • • •• • • • • • • •. ••• •• oo • • • •• • • • • • • • • • • • • • • • • • • • • ••• •• THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 BADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX BATE FIELD WORK 03/09/2006 SCALE nn = 'SURVEY NO. 1 06 -1363