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BPP-12-1856 (2) �4 ', 11 lei 9T ' Miami Shores Village 0 C T 0 i 2.'U 12 J1 Building Department ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 V °°°°°°_®a®°®®°°°°°°° Tel: (305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 B ILI iING Permit No.r410) 1 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: QAm I;ro p A er 91?0/ Mel A&e- City: /Miami Shores County: Miami Dade Zip: 3 31 v� Folio/Parcel#: //— 3�®S-0®�'�•�lr�'(� Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Agam gto j' P ft Phone#:J�j( �^SOS 44170q Address: W01 WE f 3Ila e City: Miami _O�Ao r n State: l° Zip: 5313T Tenant/Lessee Name: no r`11- Phone#: 11 P1 re Email: d1OA 1- CONTRACTOR:Company Name:YZ 1ArJ 1, P IC94 Phone#:'305°e`. IN Address: i 3 s(o P/c)S4. City: /1'1 P)q ►77 f State: I Zip: 3319 Qualifier Name: G624,0 L& U ry Phone#: `s- 1.5®fa 1 ig J State Certification or Registration#: 01 Certificate of Competency#: Contact Phone#: 3'0a° a.15°®19 1 Email Address: DESIGNER:Architect/Engineer: V (G e�e- FPo,,VIC® Phone#: Value of Work for this Permit:$ ®® 2er ine ar Footage of Work:Type of Work: OAddition DAlteratidn ORepair/Replace C#i�emoli(ion Description of Work: &I Color thru tile: Submittal Fee$ Permit Fee$ O CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pr ved and a reinspection fee will be charged. Signature Signature !�cu Vcaner or Agent Contractor i The foregoing instrument was acknowledg before me this The foregoing instrument was acknowledged before me tl}is day of day of A Ca ,20�°�by � ���� u� 'Pk- e(? who' personally known to me or o has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL �fARI A CROPPER NOTARY PUBLIC: *� MY COMMISSION#EE032278 EXPIRES October 05,2014 *LP! Sign: t Print: EXPIRES:December 17,2014 e c My Co_ APPROVED BY /i>� Plans Examiner } Zoning Off l It Structural Review Clerk C', tea (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) WARIk moo 90 cn -1 f Nail. ""�": , 0i rx-a DATE BATCH NUMBER film-, Tz num HS its If,, lot .40 aim OEM saw" 4 F.; y '>.r u�tf� �,,v �. � �^ f ;mob � �ri r' p�'-�a- ° it .01 ,. ". PAW VAL :rFri I"i.iA ..• AF7t 4 AR RVIC POOL PATIO SE E DIVISIO14 q r ox .61491 RIANt FL 33116 g$ j g ,5 ITS;. Miami shores Village Buildin g p De artment aid 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or Installed at Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida V a Florida Building Code R4101.17. Pie ods)to be used: will be equipped with an approved safety pool cover that comp lies with ASTM F1 -91.tSIibmit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code R4101.17.1.15 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 rotec p t t he pool perimeter.The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 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,R4101,17.1.9 (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 min. 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,the pool may not be trilled with water 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.,an d will be considered as committing a misdemeanor of the second degree,punishable as provided in Section 775.082 or So 0 7 5.083 F.S.This form must be signed by the ownerlagent and the prime contractor. cr U;�/ S eA �j z �� CONTRACT R'S SIGNATURE N D�T 0 'S IG ATURE AND DATE 012 ( )C4 Ll ,rI5 - k�Of OA G 01*n P Pe r CONTRACTOR'S NAME(PLEASE PRINT) OWNER'S NAME (PLEASE PRINT) NOT ' ICW6W160N#EE 67 ?•: . Tlf u �#ON#EE032278 z iREB:De mbOr 17,2014 bomlad Thm Notary PabHe UmWwwnitera '% a r, ,rte EXPIRES October 05,2014 (407)388-0153 Froridallota oom ♦gB�'R�S Li Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date i0 0- Miami Shores Village Building &Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as 2,1* ",s aol-,5 ,414.E 86-q3 A m , located at qR® l A/& 13 *4,4 ve, miA-mig4,q,,e--a J=1• 35f 'Aff In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final ins ion and use of the pool. Legal Owner Note:This certification is to be submitted with a swimming pool permit application in duplicate. Miami shores Village �� - Building Department �� i �n 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTNE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned PAom arropper is/are the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida: Address: q0101 111V I A A u e- F—(. `331 Whereas,the undersigned owner(s)_ Aclom Ca ro ppfr desire to utilize said Lots)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 Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located Ill. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That I/we,as owner(s)hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is damaged or removed by any case. NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors i;ance of said Village then in effect 0 R SIG T OWNER SING&PRINT I Hereby Certify that on this day personally appeared before me "ah l` and has produced ID # as identification and he/she ack owledge that he/she executed the foregoing,freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of .20 (Revised 05/2209 ORIDA ". iKARI A GROPPER *; *z MY COMMISSION#EE032278 EXPIRES October 05,2014 (407)398 0153 FlorldaNOta 5ervlce.cortt e � STRUCTURAL CALCULATIONS PROPOSED NEW POOL 9901 NE 13 AVE MIAMI SHORES, FL. i Vi ente Franca;PE. LIC.No. 62531 -10776 NW 84 LN#5 MIAMI,FL.-33178 TABLE OF CONTENT CHECKPILE CAPACITY ................................................................ I CHECK PUNCHING SHEAR .............................................................. 2 BOTTOMSLAB .............................................................................. 3 SLABBAND DESIGN ...................................................................... 5 CONCRETEWALL ............................................................................ 7 4 Vicente Franca P.E. CHECK PILE CAPACITY POOL POOL HEIGHT: h= 5 FT BOTTOM SLAB THICKNESS= 12 IN WALL THICKNESS= 8'IN fc= 5000'PSI fy= 60000 PSI PILE TENSION CAPACITY= 17 T COMPRESSION CAPACITY= 35 T LATERAL CAPACITY= j 27 PILE DIAMETER= 14 IN PILE SPACING LEFT b1 = 10.841 FT PILE SPACING RIGHT b2= 13.42 FT TRIBUTARY WIDTH T1 = 6.33',FT TRIBUTARY WIDTH T2= L 6.33'FT CHECK TENSION CAPACITY: TRIBUTARY AREA= 115.17 SF HYDROSTATIC PRESSURE= 22.113 T DEAD LOAD: SLAB WEGHT= 150* 12/12*AREA/2000= 8.64 T DEAD LOAD= 8.64 T NET UPLIFT= 13.48 T OK<TENSION CAPACITY CHECK COMPRESSION CAPACITY: LIVE LOAD= 18.43 T DEAD LOAD= 8.64 T TOTAL= 27.07 T OK<COMPRESSION CAPACITY 4 e Vicente Franco P.E. CHECK PUNCHING SHEAR AT BOTTOM SLAB POOL POOL HEIGHT= 5 FT BOTTOM SLAB THICKNESS= 12 IN WALL THICKNESS= 8 IN fc= 5000 PSI STEEL PLATE= 81N d= 9 IN ho= 21 IN bo= 84 IN CRITICAL AREA PERIMETER REACTION OVER PILE: LIVE LOAD= 18.43 T DEAD LOAD= 8.64 T Vu= 86.8 K CONCRETE SHEAR CAPACITY: �Vc= 181.8 K OK>PUNCHING SHEAR i OK PILE Title: Job# Degnr. Date: 7:26PM, 4 SEP 12 Description Scope: Rev: 580000 �p y �c pa ® Page 1 User.KW-0603515.Ver5.8.0,1-Dec-2003 Multi-Span Concrete Beam (c)1983-20M ENERCALC Engineering Software r° slab design.ecwCalcxilations Description 9901 NE 13 AVE. POOL 17 CONCRETE SLAB General Information Code Ref Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 f c 5,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 Concrete Member Information Description SPAN 1' SPAN 2 F SPAN 3 ' SPAN 4 SPAN 6 Span ft 2.50 6.33 6.33 2.50 Beam Width in 12.00 12.00 12.00 12.00 Beam Depth in 12.00 12.00 12.00 12.00 L End Fixity Frea-Pin Pin-Pin Pin-Pin Pin-Fri Reinforcing Center area 0.20in2 0.20in2 0.201n2 0.20in2 ear Depth 9.00in 9.00in 9.00in 9.00in Left Am 0.20in2 0.201n2 0.20in2 0.20in2 ear De �3.00in 3.00in 3.Win 3.00in ,� C / Right Area 0.20in2 020in2 0.201n2 0.20in2 Bar DePth 3.001n 3.001n 3.00in 3.00in Loads _ Using Live Load This Span??- Yes Yes Yes Yes Dead Load kit 0.150 0.150 0.150 0.150 Live Load kit 0.310 0.310 0.310 0.310 Results Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 0.00 1.17 1.17 0.00 @X= ft 0.00 3.12 3.21 0.00 Mn*Phi k-ft 7.92 7.92 7.92 7.92 Max @ Left End k ft I 0.00 -2.11 -2.33 -2.11 Mn*Phi k-ft 7.92 7.92 7.92 7.92 Max @ Right End k ft -2.11 -2.33 2.11 0.00 Mn*Phi k-ft 7.92 7.92 7.92 7.92 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.00 2.11 2.17 1.69 Shear @ Right k 1.69 2.17 2.11 0.00 Reactions&Deflections DL @ Left �k 0.00 0.84 0.96 0.84 LL @ Left k 0.00 1.74 1.99 1.74 Total @ Left k 0.00 2.58 2.96 2.58 DL @ Right k 0.84 0.96 0.84 0.00 LL @ Flight k 1.74 1.99 1.74 0.00 Total @ Right k 2.58 2.96 2.58 0.00 Max.Deflection in -0.000 -0.001 -0.001 -0.000 @X= ft 0.00 3.12 3.21 2.50 Inertia:Effective in4 1,728.00 1,728.00 1,728.00 1,728.00 Shear Stirrups Stirrup 3RebarArea in2 ti 0.000 0.000 Y 0.000 0.000 Spacing @ Lett in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.2*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.4*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.6*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.8*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd Title: Job# Dsgnr. Date: 7:26PM, 4 SEP 12 Description: k Scope: Rev: 5ti00fI0 Page 2 User.KW 0603515,Var5.8.0,1 D�2003 ®��J�ti-Span Concrete Bearn . (c)1983-2003 EPIERCALC Engineering Software slab design.ecw.Cakulations Description 9901 NE 13 AVE. POOL 12"CONCRETE SLAB Query values Location ft 0.00 0.00 0.00 0.00 Moment k-ft 0.0 -2.1 -2.3 -2.1 Shear k 0.0 2.1 2.2 1.7 Deflection in -0.0005 0.0000 0.0000 0.0000 Title: Job# ? Dsgnr: Date: 7:24PM, 4 SEP 12 Description Scope: Rev: 58= Page 1 User.IMIU603515,Ver5 AD,1-Deo-20M Multi-Span Concrete Beam (c)1983-20M ENERCALC Engineering Software P slab bend tlesign.ecw Calculations Description 9901 NE 13 AVE. SLAB BAND DESIGN(12"SLAB) General Information Code Ref: Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 fc 5,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 Concrete Member Information Del cnpfion SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 Span ft 2.00 10.84 13.42 11.17 2.00 Beam Width in 24.00 24.00 24.00 24.00 24.00 Beam Depth in 12.00 12.00 12.00 12.00 12.00 End Fbdty Free-Pin Pin-Pin Pin-Pin Pin-Pit Fein-Free Reinforcing Center ' 1.55in2 1.551n2 1.55in2 1.55in2 1.55in2 Her Depth 9.00in 9.00in 9.00in 9.0Oin 9.00in Left Area 1.55in2 1.55in2 1.55in2 1.55in2 1.55in2 Bar Depth 3.00in 3.00in 3.00in 3.00in 3.001n "S t Right area 1.55in2 1.55in2 1.55in2 1.55in2 1.55in2 t Bar DePthl 3.00in 3.00in 3.00in 3.00in 3.00in Loads Using Live Load This Span?? Yes Yes Yes Yes Yes Dead Load kfft 0.950 0.950 0.950 0.950 0.900 Live Load ktft 2.000 2.000 1.500 1.500 1.500 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 0.00 33.46 25.73 28.18 0.00 @X= ft 0.00 4.41 6.80 6.70 0.00 Mn*Phi k-ft 59.25 59.25 59.25 59.25 59.25 Max @ Left End k-ft 0.00 -8.68 -56.35 -51.61 -6.96 Mn*Phi k-ft I 59.25 59.25 5925 59.25 59.25 Max @ Right End k-ft -8.68 -56.35 -51.61 -6.00 0.00 Mn*Phi k-ft 59.25 59.25 59.25 59.25 59.25 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.00 19.12 24.11 23.77 6.00 Shear @ Right k 8.68 27.92 23.40 15.77 0.00 Reactions&Deflections DL @ Left k 0.00 5.00 12.57 12.84 5.99 LL @ Left k 0.00 12.91 23.09 19.85 9.72 Total @ Left k 0.00 18.87 35.66 32.69 15.71 DL @ Right k 5.00 12.57 12.84 5.99 0.00 LL @ Right k 12.91 23.09 19.85 9.72 0.00 Total @ Right k 18.87 35.66 32.69 15.71 0.00 Max Deflection in 0.039 -0.003 -0.060 -0.049 0.030 @X= ft 0.00 4.77 6.80 6.33 2.00 Inertia:Effective in4 3,456.00 1,413.50 1,413.50 1,622.36 3,456.00 Shear Stirrups Stirrup Reber Area in2 0.400 0.400 1400 0.400 0.000 Spacing @ Left in Not Req'd 4.50 4.50 4.50 Not Req'd Spacing @.2*L in Not Req'd Not Req'd 4.50 4.50 Not Req'd Spacing @ A*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.6*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.8*L in Not Req'd 4.50 4.50 Not Req'd Not Req'd Spacing @ Right in Not Req'd 4.50 4.00 4.50 Not Req'd i Title: Job#? Dsgnr: Date: 7:24PM, 4 SEP 12 Description Scope: Rev: M pe Concrete Page 2 User.KW-0503515,Ver5.8.0,1-Dec-2003 Multi-Span oncrete Beam (c)1983-2003 ENERCALC Engineering Softwe stab band des gn.ecw Calculations Description 9901 NE 13 AVE. SLAB BAND DESIGN (12"SLAB) Query Values Location ft 0.00 0.00 0.00 0.00 0.00 Moment k-ft 0.0 -8.7 -56.4 -51.6 -7.0 Shear k 0.0 19.1 24.1 23.8 7.0 Deflection in 0.0393 0.0000 0.0000 0.0000 0.0000 Title: Job# Dsgnr: Date: 7:16PM, 4 SEP 12 Description Scope: Code Ref Rew 58= Page 1 User.KW-08o3515,ver5.8.0,1-Dec-2003 Cantilevered Retainin Wall Desi n (c)1983-2003 ENERCALC Engineering Software 9 9 cantilevered retaining wall.ecw.Calculations Description 9901 NE 13 AVE. POOL 8"CONCRETE WALL Criteria Soil Data Footing Strengths$Dimensions Retained Height 4.50 ft Allow Soil Bearing = 1,000.0 psf Pc = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min.As% - 0.0014 Heel Active Pressure 35.0 Toe Width = 4.50 ft Slope Behind Wall = 0.00:1 Toe Active Pressure = 0.0 Heel Width 0.67 Height of Soil over Toe = 0.00 in Passive Pressure = 0.0 Total Footing Width Soil Density = 110.00 pcf Water height over heel = 0.0 It Footing Thickness = 12.00 in FootingllSoil Friction = 0.300 Wind on Stem = 0.0 psf Soil height to ignore Key Width 0.00 in for passive pressure = 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Design SurnmarL Stem Construction Top stem . . Stem OK Total Bearing Load 1,408 Ibs Design height ft= 0.00 e- ...resultant see. = 4.28 in Wall Material Above W = Concrete `f Soil Pressure @ Toe = 160 psf OK Thickness _ # 4 Soil Pressure @ Heel = 385 psf OK Reber Spacing = 12.00 Allowable I=psf Reber Placed at = Center Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 200 psf fb1FB+fWFa = 0.264 ACI Factored @ Heel = 483 psf Total Force @ Section lbs= 602.4 Footing Shear @ Toe = 3.5 psi OK Moment...Actual ft-#= 903.7 Footing Shear @ Heel = 2.5 psi OK Moment....Allowable = 3,423.0 Allowable = 93.1 psi Shear....Actual psi= 12.6 Wall Stability Ratios Shear....Allowable psi= 93.1 Overturning = 5.27 OK Sliding = 0.80 UNSTABLE! Bar Develop ABOVE Ht. in= 17.09 Sliding Calcs Slab Resists All Sliding I Bar Lap/Hook BELOW Ht.in= 6.00 Lateral Sliding Force 529.4 ibs Wall Weight = 96.7 Reber Depth 'd' in= 4.00 Masonry Data fm psi= Fs psi= Solid Grouting - Footing Design Results Modula Inspection Modular Ratio'n' Tog_ Heel Short Term Factor = Factored Pressure = 200 483 psf Equiv.Solid Thick. Mu':Upward 2,856 0 ft-# Masonry Block Type=Normal Weight Mu':Downward = 2,126 1 ft# Concrete Data Mu: Design = 730 1 ft-# fc psi= 3,000.0 Actual 1-Way Shear = 3.48 2.49 psi Fy psi= 60,000.0 Allow 1-Way Shear 93.11 93.11 psi OHM Acceptable ghm g g a pg hW Toe Reinforcing = None Spedd Toe: Not req'd,Mu<S*Fr Heel Reinforcing = None Spec d Heel:Not req'd,Mu<S*Fr Key Reinforcing = None Speed Key- No key defined Title: Job# Dsgnr, pate: 7:16PM, 4 SEP 12 g Description: `r Scope: Code Ref Rev: 56= Page 2 User.KW-0603515,ver. 5.8.0,1-oec-a+�3 Cantilevered Retainin Wall Design (c)1983-2003 ENERCAI..0 Engineering Software 9 9 cantilever retaining wall.ecw.Calculations Description 9901 NE 13 AVE. POOL 8"CONCRETE WALL Summary of Overturning&Resistina Forces&Moments OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment item Ibs it ft-# Ibs ft ft-* Heel Active Pressure 529.4 1.83 970.5 Soil Over Heel = 1.7 5.17 8.5 Toe Active Pressure Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load Added Lateral Load Axial Dead Load on Stem= 0.00 Load @J Stem Above Soil= Soil Over Toe = SeismicLoad - Surcharge Over Toe = Stem Weights) = 483.3 4.83 2,336.1 Total - 529.4 O.T.M. = 970.5 Earth @ Stem Transitions= ReststingiOverturning Ratio = 5.27 Footing Weight = 775.5 2.59 2,004.7 Vertical Loads used for Soil Pressure= 1,408.0 Ibs Key Weight - Vert.Component = 147.5 5.17 762.8 Vertical component of active pressure used for soil pressure Total= 1,408.0 ibs R.M.= 5,112.1 GEOTECHNICAL _ TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY % INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING CORP. Miami,August 21, 2012 Mr. Eddy Gutierrez CALYPSO POOLS 7640 North West 25 Street, Suite# 105 Miami,FL 33122 , -i Re: Proposed Pool @ j 9901 NE 13''Avenue Miami Shores, FL Dear Mr. Gutierrez: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil Investigation : on August 21, 2012 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed pool. A total of(2) standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 25' below existing ground surface at the locations shown on the attached sketch. The following graph was developed as a general condition for the subject site: (refer to field boring logs for exact locations and soil conditions): Depth From To Description 0'-0" 1'-0" Topsoil and grass 1'-0" 2'-0" Tan medium sand 2'-0" 5'-0" Tan medium sand w/rock fragments 5'-0" 9'-6" Gray silt 9'-6" 11'-0" Brown sand w/organics 11'-0" 13'-0" Tan medium sand 13'-0" 25'-0" Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 4'-0" below existing ground surface at the time of drilling. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618 o Phone: (305) 828-7499 - Fax: (305) 828-9598 E-Mail: Dynatkh @Bellsouth.net C'Printed on Feryaled Paper Page No. 2 9901 NE 13'h Avenue, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; it is evident that deep foundation systems are needed to support the proposed pool and slabs without detrimental settlement. Based on the Florida Building Code FBC 2010 Table 1824; deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Pile Capacity Pile Capacity Allowable Lateral Pile Foundation Pile Depth Size in Tons - in Tons Capacity in Tons B.E.L.S. Compression Tension Pin Piles/push piers 20' or Refusal 4 Inches 5 Tons 1 Ton N/A Helical Piles 20' or Refusal 3 Inches 12 Tons 6 Tons N/A Auger Cast Piles 20' BELS 12 Inches 25 Tons 12 Tons 1 Ton Auger Cast Piles 20' BELS____I-1-4-InchesE 35 Tons 17 Tons 2 Tonsr'r B.E.L.S.: Below Existing Land Surface. Estimated Lateral Load for a pile Top Deflection of 1/4 inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed design finish elevation and soil profile. Helical pile bearing capacity is dependent upon helix numbers, size, and spacing. The foundation contractor will be able to provide the most cost effective combination of helix designs. The above depth' are the minimum depth required to achieve design capacities. Predrilling might be required to achieve design depths. Lateral load capacities may be increased using battered piles. Batter angles can be used for the pile installation of up to 4 inches per foot(Horizontal,Vertical). In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to creaty. excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations Steps must be taken by the contractor to prevent excessive vibrations in the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (ie: predrilling,jetting. hydraulic push, etc...). The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 13/4 times the diagonal dimensions of rectangular piles, but in no case less than 30 inches. The grout used in the pile installation shall develop a minimum compressive strength of 4000 PSI at 28 days. All piles shall be designed by a professional engineer and shall be placed under supervision of oul Geotechnical Engineer to verify compliance with our recommendations. If the pile is not,reinforced over the entire length, we recommend a single No. 7 bar be placed the full length of the pile to verify the pile.; continuity. All work shall be performed in accordance with the applicable building code. 2 Page No. 3 9901 NE 13th Avenue, Miami Shores, FL The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. - Angle of internal friction : 30° - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30°for steel piles, 20°for concrete or brick walls; 15°uncoated steel. Any underground structures such as grease traps; septic systems, etc... must be supported on pik foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirely and replaced with compacted washed gravel such as pea rock or# 57 stone. Fasten utility lines to underside of structural slabs to avoid settlements. Excavations shall not extend within 1 foot of the angle of repose next to existing footings or structures. unless underpinned. All excavation shoring must be designed and inspected by a Florida licensed professional engineer. All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to prevent differential settlements. Also note that as a common engineering practice for existing and new construction; outside ground surface, must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning witli no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this. report. The estimated magnitude of these settlements is 0.5 to 1 inches. Due to the granular nature of tl':e subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. I i 3 Page No. 4 9901 NE 13'h Avenue,Miami Shores, FL The boring log (s) attached present (s) a detailed description of the soils encountered at test location (sy The soil stratification shown on the boring log (s)is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of' the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prig' to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments i, recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extract: from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida. Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wiss Naamani, P.E. ,t t DYNATECH ENGINEERING CORP. /Z Florida Reg.No. 39584 4e' Special Inspector No. 757 _ . Certificate of Authorization No.: CA 5491 NO � e —0 = '610 ® : a ®� 7,q ®p a V, IDA OW m 4 DYNATECH ENGINEERING CORP. 750 WEST 84T" STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : CALYPSO POOLS DATE: 8-20-12 PROJECT : Proposed Pool @ HOLE NO.: B-1 ADDRESS : 9901 NE 13`h Avenue, Miami Shores, FL. DRILLER: AS LOCATION : See attached plan SAMPLE HAMMER DEPTH l3ESCRIP'TION OFMATERIALS NO. BLOWS ON "N" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to l'-0" DARK BROWN MEDIUM SAND 6 3 1 4 1 6 W/ROOT'S 2 7 s 1 1 2 8 1'-0"to 2'-0" TAN MEDIUM SAND 1 1 9 10 1 1 2 10 2'-0"to 4'-6" I I 11 TAN MEDIUM SAND W/ROCK 12 2 4 10 12 FRAGMENTS 6 8 14 4'-6"to 5'-0" GRAY SILTY W/ROOT TRACES 14 g0 6 17 15 16 6 7 16 16 5'-0"to 9'-0" GRAY SILT 9 8 17 18 18 9'-0"to 10'-0" DARK BROWN MEDIUM SAND 19 W/ORGANIC'S 20 20 21 10'-0"to 10'-6" DAR{BROWN MEDIUM SAND 22 22 W/ORGANIC STAIN 23 24 16 15 37 24 10'-6"to 13'-0" 22 20 25 TAN MEDIUM SAND 26 19 18 26 27 13'-0"to 17'-0" TAN VERY SANDY LIMEROCK 28 28 29 17'-0"to 25'-0" TAN SANDY LIMEROCK 30 30 31 32 32 33 34 34 35 36 36 37 38 38 H:HAND AUGER A:HOLLOW STEM AUGER Water Level: 41 Below SurfaCe As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval..H.A.:HAND AUGER;A:AUGER;R:REFUSAL 5 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : CALYPSO POOLS DATE: 8-20-12 PROJECT : Proposed Pool @ HOLE NO.: B-2 ADDRESS : 9901 NE 13'h Avenue, Miami Shores, FL. DRILLER: AS LOCATION : See attached plan SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS, NO. BLOWS ON "N"- SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to P-0" DARK BROWN MEDIUM SAND 6 3 3 5 6 W/ROOT'S 2 1 7 8 1 1 2 8 1'-0"to 2'-0" TAN MEDIUM SAND 1 1 9 10 I 1 2 10 2'-0 to 5'-0" TAN MEDIUM SAND W/ROCK 1 1 11 12 2 4 8 12 FRAGMENTS 4 8 13 14 10 9 15 14 51-011 to 9'-6" GRAY SILT 6 8 15 16 7 8 14 16 9'-6"to 10'-6" DARK BROWN MEDIUM SAND 6 7 17 W/ORGANIC'S 18 18 19 10'-0"to 13'-0" TAN MEDIUM SAND 20 20 21 13'-0"to 17'-0" TAN VERY SANDY LIMEROCK 22 22 23 17'-0"to 25'-0" 24 TAN SANDY LIMEROCK 24 14 16 31 25 IS 15 26 26 17 16 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 H:HAND AUGER A:HOLLOW STEM AUGER Water Level: 4' Below Surface Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER, AUGER;R:REFUSAL 6 B�# Boring Test Location � r M Water 2 B1 Residence DYNATECH ENGINEERING CORP. Client: CALYPSO POOL Scale: N.T.S. Project: 9901 NE 13'h Avenue, Miami Shores,Florida Date: August 21,2012 GENERAL NOTES Soil borings on un staked out.ant property should be considered preliminary with further boring(s) to be drilled after budding pad(s) are Soil borings on existing structures that are to be demolished should be considered preliminary and additions[borings would need to be perfonned after the structure(s)has been demolished and proposed new building staked out. As a mutual protection to clients,the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Particle Size Relative Density and Consistency Boulders > 12 in. Cobble 3 in. to 1 in. Gone Penetration Standard Rel Gravel 4.76 mm to Sin. Tests Penetration Density Sand 0.07 mm to 4.67 mm. /ce lows/ft. Silt 0,005 mm.to 0.074 mm Clay <0.005 mm .sands 0-16 0-4 Very Loose ' 17-40 5-10 Loose 41-80 11-20 Firm Modifiers 81-120 21-30 Very Firm Over 120 31-50 Dense 5%- 10 % Slightly Silty or Clayey 10% - 30% - Silty or Clayey 0.2 Very Loose 30% - 50% Very Silty or Very Clayey Silts& 0-3 3.4 Soft 0% . 5% Slightly Trace Clay 4-9 5_g Firm 6% - 10% Trace 10-17 11% -20% Little 18-31 9-15 Stiff 21% - 35% Some 32-60 16-30 Very Stiff over 60 31-50 Hard > 35% And Rock Hardness Description S0 flock core crumbles when handled iMadi iii r, Can Brea; your hands. Moderate Hard Thin ed_es or rocl core can be broken , ith finer: h _e-s H,rd Tiffin edges or rock core ca!-Mot be broken wit f:r_ F.ock " \Viieti Slr,iCk w'-th han. 1r.er(chew_) b�-.rn� H=_rd c,.ra ri:.-. Saffeety CCompliance: Residential Swimming Pool Barrier Requirement. ` Submittal for compliance with the new Florida Building Code effective O1/01/2002 The property owner will have a Kid Safe Pool Net®installed over the completed swimming pool to satisfy section 424.2.17 Residential Swimming Pool Barrier Requirement of the new Florida Building Code. Kid Safe Pool Nets are manual safety covers that are nationally;listed to comply with ASTM F 1346-91 (Standard Performance Specifications for S4ety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and HQt Tubs. See Attachments 1,2,3 and 4). �An approved safety pool cover complying with ASTM F 1346-91 is allowed under JSection 424 2 17 Residential Swimming Pool Barrier Reauirem':ents of the Florida Building code as the exception to complying with the requirements of 424.2.17.1 through 424.2.17.3 as noted on the bottom of page 124 and the top of page 125 of the Building Code(See Attachment 5). Attachments: 1. ASTM Designation F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for all Covers for Swimming Pools,Spas and Hot Tubs. 2. Certificate of Listing and Listing number for Kid Safe Pool Nets,Inc. 3. Sample of approved listing mark(label). Actual Label is attached to all Kid Safe Pool Nets safety covers. 4. Test Record and Compliance statement. 5. New Florida Building Code,Effective 01/01/2002,Section 424.2.17,Residential Swimming Pool Barrier Requirement. Pages 124, 125'and 126 6. Kid Safe Pool Net's Inc. Brochure. j � - Vesignation! F 1346--91 (Reapproved 1996) Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Poole, Spas and Hot Tubs' TWs atatelatd is leaned nudes the fixed designmfon F 1346;the tmmber lmmeMaWy fol6owlag tote dealgna*m Indicator the year of orlgiaat adoption o;In the an of revision,the poet of last revidon.A camber is phases hWicates the year of last reapprovaL A supa ipt epsilon(t)l uHmes an editorial change since the last reAdon or reaWovaL 1. scope 3.1.3 barrier•-sotpething that restrains or obstructs access 1.1 This specification establishes requirements for safety to the body of water.; covers for swimming pools, spas,hot tubs, and wading pools 3.1.4 blanket--A material used for thermal insulatibm See (he minafter referred to as pools, unless otherwise speeiBed). also solar energy blutAet. Whim correctly Installed and used in accordance with the 3.1.5 cover—soradthing that covers,protects or shelter:,or macufactmWs instructions, this specification is intended to a combination thereof, a swimming pool,spa,or hot tbb. reduce the risk of drowning by inhibiting the access of children 3.1.6 debris cavern--a cover with attendant appulces under five years of age to the water, positioned over the ;pool area which permits the ver to j 12 This specification Inchldes performance tests to demon- prevent debris,such as foliage,dirt,windblown trash,(sad the strafe the compliance or noncompliance to requirements herein like from entering the pool. It is Intended to be coopletely stated for safety covers.It also includes marking requirements removed before the Ontry of bathers. Sea also other'covers for all covers. (OC}. 13 The values stated in_inch-pouW units are to be regarded 3.1.7 deebc—those, abutting a pool,spa,or hot nub that as CV. standard. The values in parentheses are given for are specifically .. ted or histalled.(for example,of wood, information only. concrete, brick, ston and the like) for use by batifts for 1.4 The foliowh►g safety hazards caveat pertains only to the sitting, standing or waddng and may also act as a base for ! su its for covers. ' test methods section, Section 9, of this specification. ?Isis Ppo :.taauW does not purport to address all of the safety concerns, 3.1.8 dome--a seopetmanent enclosure supported by sf wt4 associated with fts use It Its the responsibility of the user trusses,or positive nit pressure erected over the pool area to of this standard to establish appropriate sa, 0 and health provide temperature sitd atmospheric control over the pool Praadces and determine the applicability of regulatory limits- environment. lions prior to use. 3.1.9 energy conservation—tike reduction of heat lose from pool water through all convection or evaporative coolW& or 4 2. Referenced Documents both. 2.1 NFPA Document. 3.1.14 hat tu6--a spa constructed of wood with sid0s and National Electrical Code,Article 680-262 bottoms formed separately; and the whole shape joined to- gether by pressure from surrounding hoops,bands or aids;as 3. Tmu doologyy distinct from spa units formed of plastic, concrete,Mall, or 3.1 Definitions of Tams Specific to This Standard. other materials. n 3.1.1 appurtenances—subordinate parts or adjunct accts- 3.1.11 inaccessible locations--a location at least 5 ft(1.5 spry. Components to the cover such as hardware including m) above the ground with no other access such as hand or bacldes, straps, ties, springs, anchors, tracks, rollers, lifting footholds which would permit a child to reach the location. auras,and the like. 3.1.12 manual covet--&cover which l squires it to be(hated 3.1.2 automatic cover--a cover which can be placed over over the water area by hand. See also manual safety`cover the water area and removed with a motorized mechanism WSt j, and other covers(OC). actuated by a suitable control mechanism. See also power 3.1.13 markings---the application of numbers, letters, la- safety cover(PSQ,other cover(OC}. bens, tags, symbols or colors to provide Identificatiog, and safety Information and'to expedite handling during Wpment T'hls specifict�mt b snaa the jndsdict� of ASTM Committee F-15 on and.storage. mpondb Consumer Pmdwa and Is the direst i>ity of SubcmmWee F15.20 on 3.1.14 manual safety cover (MSt�—a barrier which re Ceim fer Pb*Spas,and Rat Tate. quires it to be placed over the water manually.Provides a high -wren Wfflou approved Aug.15.1991.Published 1]ecemba 1991. level of safety for children under the age of five by inhibiting I AveaYble from M*JmA Fire Protaden Asst.,ll Patk.Qutacy, their access to the water. kv.outs. Cc�pM 0 AWK 107 earn Harbet t7&^West Ca+" *W%PA IMO-Mg.Unsed States. 1 F 1346 °3.1.13 other covers (40=-iachidm any covet type not access to the water.May requlre a longer period of time to be incorporated in the other two classifications;PSC,MSC They fully secured. are n¢t Intended to serve as a barrier for children under the age 4.2.1 Must satisfy 5.1-5,3, 6.1-6.5, ?.1-7.4, 8.1, 8;22, $.4- of five. - 8.12, 9.1-9.4,and all subsections. 3,1.16 power safety cover (PSC)--a barrier which can be 4.3 Other Covers(,0Q—Inc1udes any cover.type not incor- placed over the water area and removed with a motorized gated In the other a►o categories MSC, PSC. Theyare not mechanism actuated by a suitable control mechanism.Provides Intended to serve as a;barrier for children under the ageiof five. a high level of safety for children under the age of five by Design characteristic# m�ay be hazardous when used in the Inhibiting their access to the water. presence of children under tl� age of five. 3.1.17 safety cover--& barrier (intended to be completely 4.3.1 Shall satisfy lf,1-5.3,8.1-8.3,8.5-8.12,and all ubses- �ty lions. removed before entry of batters),for swimming pools, spas, hot tubs or wading pools, attendant appurtenances ancVor $, Mamma and M aetrtm anchoring mechanisms which reduces--when properly la- 5.1 Only material& t known to be harmful to:health, beled, installed, used and maintained in accordance with the Y manufacturers'published instructions--the risk of drowning of within the Intended application,shall be used. children under five years of age,by Inhibiting their access to 52 All materials land components shall be durable and the contained body of water,and by providing for the removal satisfactory for the- Intended purpose under the cor dldcas of any substantially hazardous level-of collected surface water. normally prevailing al the site. See also power safety cover(PSC), and manual safety cover 3.3 'U cover shall be manufactured or fabricated, both, in accordance with generally accepted, good manuf 084 (M5)• 3.1.18 solar energy blankeu—a cover which is a floating P��• transpacnt(not transparent)heat insulating sheet lncotpord- 6. General Requirergents for Safety Covers ing,for example,encapsulated air bubbles or similar low heat 6.1 Instcdlation1Use of safety covers—Unless Installed by transfer (floating) sheet material whose purpose Is to inhibit the-manufacturer, or responsible parties, or both, detailed beat dissipation from the pool water surface through-"air Instructions for ins*tlon shall be given in a form Incl#ded in convection or evaporative cooling.The sheet material,custom- the Packaging or a 1,or both,attached to the eovei, arily translucent(not transparent)to permit the transfer of solar 6� Labels to theme shall meet mineral radiation energy directly to the pool water at all depths and is described in 8.5.1 and 8.8-8.82. intended for day and night use,Is cut to the shape of the pool requiremen and is not affixed to the pool structure. It Is intended to be 63 Markings for safety covers shall include:. completely removed before the entry of bathers. 63.1 the manufactdrees name, 3.1.19 energy conservation blanket--a cover which is a 6.3.2 date manufactured or Installed, and the cortex for floating heat insulatng sheet material incorporating, for ex- 6.3.3 Instructions tb consumers to inspect j ample, a cellular foam or similar low-heat transfer material P�wear or deterioration. co whose purpose is to inhibit heat loss from the covered water, 5.3.4-Labels attsclied w covers shall. meet. the general thigh air convection or evaporative cooling,or both. Such requirements described in$.4.1, 8.7-8.8.1,and 8.9. mateiais are customarily cut to the shape of the pool and are 6.4 Fastening mechanisms or devices--Ties, attad)hment intended for a night covering.The blanket is not affixed to the points,anchors,anchorage, and controls for automatic movers pool structure. t is intended to be before Such other means of fastening a cover shall include pro ,ions I t completely removed 6efo 1 such as keys, combination locks, special tools, devl . or fife entry of bathers. Inaccessible locations,and the like, to Inhibit children under 3.1.20 wading pools---a shallow pool intended for wading, five years of age fmm memovIng or operating the cover.When riot swimming. subjected to the load and perimeter deflection tests described in 3.1.21 waterUne--the waterline shall be defined in one of 9.1 and 9.2,all fasteninig devices shall remain in their mooned, fie following ways: secured or closed,or Math,position.After the test,the Intended 3.1.22 skbnnter system-the water line shall be at the pedormance of the device should not be Impaired. mid-point of the operating range of the skimmers. 6.5 Op gs-11micover d ail be designed in such a way 3.1.23 overflow system--the waterline shall be at the top of thA when it Is tested by the test method described in 9.4,any tie overflow outlet opening in the major mponent or between the edge rf the cations and Mlninsum lion cover and the deck surface or coping wall,or both,and the top 4. Cover Ctassi8 surface of the spa or pool does not allow the test object tit pass Criteria through.The test object shall not gain access to the waters or be 4.1 'Power Safety Cover {PSC}—Provides a lhigb level of subject to entrrapinent. safety for children under the age of five by Inhibiting their 6,6 Seams,ties or weids in the cover shall.show no sibs of acctss to the water. damage,which will impair Intended performance of the device 4.11 Must satisfy 5.1.5.3, 6.1-6.5, 7.1-7.4. 8.1, 82, 8.4- when the cover Is tested by the methods described In 9.1-9.4. 8.12, 9.1-9.4, 10.1-10.4,and all subsections. ,Went,for Safety Covers 4.2 Manual Safety Cover(MSC)--Provides a high level of 7. Performance RequEr� safety for children under the age of five by inhibiting their 7.1 Static Load--In the case of a pool with a width or 2 F 1346 diameter greater than 8 ft(2.4 m)from the periphery,the coves.' any of the outlined hazards in Fig. 1 shall list all applicable shall be able to hold a weight of 483 lb(220.0 kg)(2 adults and Wareing statements a. the label. 1 child) to permit a rescue operation. 8.3 Color—Non-safety cover warning label. 7.1.1 In the case of a pool with a width or diameter not 8.3.1 ,Signal Word-Black letters with orange b8ck8raund. ;greater than 8 R(2.4 m)the cover shall withstand the weight of 8,3.2 Scfjety Alert 5ynnb01_Black triangle with orange ex- 275 lb(125 kg) (weight.of a child and an adult).Comrpldauce clamation point. shall be determined by the test method described In 9.1. 8.3.3 Worn Message--Black lettering on white background 72 Perimeter Deflection—Tbe cover shall be designed In. or white lets on black background such a way that,when It Is tested by the test method described 8.4 Color—Safety eover warning label. a 9.2,deflection of the cover does not allow the test object to g.4.1 Colors assigned to the signal word panel may nlso be pass between the cover and the side of the pool, or to gain used for the massage,word papal provided the panels colors access to the water. contrast with the kltoing.of the label. This is applicable to 7.3 Surface Drainage The cover shall MS be so con covers conforming with the PSC and C classifications only. or Incorporate a system,or have an auxiliary system provided. 8S Label,--Letter size. that when used In accordance with the manufacturer's instruc- g tions,shall drain substantially all standing water from the cover 85.1 Lettering shall be of a size that enables a persgOn with witb°n a period of 30 lain after cessatim of normal rainfall. normal vision, incl g corrected vision, to read th safety Co liana shall be determined by the test In 9.3. sign or label at ae viewing distance from t10 Compliance Opening Teitt--The tests shall be conducted by the test Considerations shouldlbe given to environmental variab es that method described In 9.4 to demonstrate that any opening in the will affect readabilityy, major component or between the edge of the cover and the 8.S.2 Signal Word--Letter height shall be at Ieast 50% declt surface or coping wall,or both,and the top surface of the greater than the select#d height of the message panel w� ftg. pool or the top surface of the spa is sufficiently small and 8.5.3 Safety Alert Sj+mbnl-safety alErt symbol,wheused the signal word.The of strong.to prevent the opening from being forked to a size that with the signal worde�all precede goal win allow the test object to pass through. the safety alert symbol shall be owthe-same-horizontal -as the base of the left*of the signal word.The height lof the 3. 11i1nIwuw Label Requirements for All Covers for safety alert symbol shall equal or exceed the signal word latter Swittming Pools,Spas,and Hot Ubs fight, 8.1 Product Label--All covers shah be labeledhna*ed to 8.5A Word massage latter height shall be as defined in Table identify manufacturers or other responsible parties (such as I. gtivate label distributors);or both.Labels attached to covers 8.6 Letter style: shall meet the general requhr,emeats described In 85.1 and g.6.1 Signal Word shall be In sans serif letters in upper case 8.8-8.8.2. only. 8.2 Warning Labels--All covers shall be required to have 8.6.2 Message Panel shall be In sans serif letters. Viers attached the following warning label: may be in upper case only. 8.2.1 Signal Word--WARNING. $:6.3 &Amples of astable lettering styles arc: w0dium 8.22 Safety Alert Symbol—Preceding the signal word$� or bold helvetica,or news gothic bold. shall be triangle with an exclamation point inside the triangle. g.7 Placement—Location shall be such that the message 8.7_2.1 Word Message--The standard word message shall be AVOID DROWNING RISK which shall be the first mes- win: sip to appear directly under the signal word. 8.7.1 Be readily visible to the intended viewer,taking into 8.22.2 Additional Wand Message Statement--Covers with consideration all possible viewing angles,and 91ATJ1 ID NARNaM©BTATWEW CHART i This Hawed E*W Add Ttds Wandnp ftwnent WYI�oat wppoa wW*(as dented In gds spedflca0m)Namotretl or 'stet of WW-10 net support wok t. eAy'seaxtd Covers •Conceatmem by etling under caw `Kemp chAdron away.06dren or obiseia carnal be seers under oovec •0Mwd19 on bop of raver in sown ted aurae*WNW in We °Remove Stan&j Water—c am drown an top Of Dover. apeol9catbn} 'Conc*sknarr4 under paver 1%m ye corms)wroetery betora entry of bstt M-wrtrapmem MONK '¢www requlrenwt for an wpm 'Mon-secured or impropedy ascend eovm are a is mwt *Cpttar to above for Safety Covers T-Murs to follow as h%buctfatu may reaalt in b*fy or dmwatnp. i •_M w deem not nrset ee reWz manta of Oft man for PSC,MSC. °lids is not a safely Cover. FIG.1 "gzgW Wamtrtg Statement Chart 3 F 1346 - TMLE 1 Word Mess 8e Latter tioWnt Sizes 9:1.1 This test shall be conducted to demonstrate that the sate A,ardnwm Law Hftm to Mrdmum Letter"610M io cover is capable of.supporting a weight of (a) 4885 IN FAVORABLE Read(ng LWAVORAMS Remy (composed of one 21Q-1b,one 225-16 or one 50-16 weight)for OOM"" pools or spas within a width or dianWer greater than 8 fi or(b) tee$than 24 in. Hebht } View[)totem View Met. 275 Ibs(composed of tone 225-1b and one 50-1b,weigho)for a --I-- t*VM(h) - -"98-" pool or a spa with a width or diameter equal to or less than 8 Vbvr DI$tance vier,Mal ft distributed over 1 110 each, all of which are within,a 3-ft 24 is 98 h. H$101t O'') - Wr He"ttn.) - '-"15 radius without the test objects cawing damage which:would vim„ota<encs VIM M allow any of the test objects to pas through the cover.f Suring urea w than N in. MOW OL) - ---'400 H$19M 0M) - Ma— this test there shall be Yto ft t for the absence of water Wearing on the surface oft e co hr. 9.1.2 Procedure-7he pool shat be 811ed to its wline 8.7.Z Alert the viewer m tine fiat hazard in time to take ad the cover fitted iniaccordance th the rover ma*actur- P er's instructions.The test objects be placed on the surface appropriate action. of the cover at the following critic points: 8.7.3 Label must be located so as not to be removed4n the 9.1.2.1 The center point of the cover. fitting process. 9.1.2.2 Between attachment points and a distance of dt least 83 Lie FiVecscmcy—The label shall have a reasonable 4 ft(1.2 m)but not to.exceed 6-ft from the side of thelpool. expected life with good color stability and word message 9.1.2.3 The test objects shall remain in each test position for legibility when viewed as stated In 8.5.1. Reasonable expect ancy shall be taken into consideration in accordance with the a period of 5 min. expected life of the product: 92 Perimeter Df,ftecdon Test. 8.8.1 Protection--When possible. placement of label 9.2.1 Ibis test shall be conducted to demonstrate Ste fol- .Should provide protection from foreseeable damage,fading,or lowing: if a child under the age of five were to fall odto the -isual obstruction caused-by abrasion, ultraviolet light or cover neither.-Me child.nor_anot .child could slip t*vugh snbscances such as chemicals or dirt any openings that may occur between the cover and the fide of 8.8.2 Attachment-The label shall be attached permanently the Pool- to the product or so that it cannot be easily removed. 92.2 Perimeter Deflection Test Object-Test object shall be 8.9 Replac arning labels should be re- 3.7 in.(0.09 m)by 5.7 In.-(0.14 m)1 y a minimum 12 In.length placed by the product user when they no longer meet legibility and a weight of 36.6 lbs In an ellipsoidal shape. See Fi(q.2. mqultements for safe viewing distance described In 85.1 and 6.7.1.1ht cases where products have an extensive expected life or where exposed to extreme conditions, the product user should be able to obtain replacement labels from the manufac- tnrer or responsible patty. CD1 8.10 insttuctioir/tlse Label---Any product Instructions or rase label not attached to the product.intended to be viewed by tie consumerhnser shall contain In Its contents the same r applicable warning label as set forth in 8.2-8.6.3. 8.14.1 When special circumstances limit use of label colors tc two colors, the colors assigned to the message word panel way also be used for the signal word panel provided that the I' panel colors contrast with background color of Instructiotduse label. 8.11 Packaging Lubef--If packaging Is intended for product 1. display to the consunw&=, applicable warning label, as ;?t?� described In 8.2-8.6.3 shall be placed on the printed side of the package Intended for display,and/or consumer Information. Noes 1—Am s 16.6 iaz Tie label shall be printed on or affixed to the package and not NOTE 2-- -15•0 hL eerily removable. FKL 2 Tsntlats for SwbraWng Pool Cover Standard 9.11.1 When special circumstances Bait use of label colors to two colors,the colors assigned to the signal word panel may also Do used for the message word panel provided that the 91.3 Procedure--With 50 IN (22.7 kg) on the cover at a panel colors contrast with background color of packaging. distance of at least 4 ft,but not exceeding 6 ft from the side of 8.12 Compliance Labeling-All labels shall note the spe- the pool,the same coven shall not deflect to allow a perimeter cific cover classification. test object to pass through, gain access to the water or be subject to entrapment between the cover and the side of the 9. Hest Methods For Safety Covers pool, 9.1 Static.Load Test. 9.3 Surface Drainage Test: 4 9.3.1 Stirface Drainage Test Ob}act TUMy3 or valent shall be placed at or into any existing opening and apply is force {32 in. length by 9 in. width by 5 In. 'deep by 36.6 lbs of QO lbs (plus or midus 1 pound) steadily to ensure the test s throw at the following critical opcilngs: torse,thaped object) shall be placed on .the pool cover all a object cannot pas 8h within two to ilcree feet of and parallel 9.4.3.1 Any opening between the edge of the cover d the supine position,faceup, wall;or both,or the top surface of the with the pool's edge.Three minutes later there shall not be an deck surface and coping unsafe amount of water.An unsafe amount.of'water is defined spa or pool. o in the major component of the,cover. as any quantity of water which completely covers the torso of 9.4.3.2 Any 1 Covers the surface drainage test object. lo. Operating Corlt±ds,Serf+�Y 9.3.2 Procedure--Test the cover by spraying water evenly 10.1 The open-close switch shall be spring-loaded or of the ove:the area at an application rate of 10 gal/min Per 1000 fO Momentary.contact glx4 so that when released,the cover stops (9.29 m2)of pool area for a period of 30 min.During this test, operafl°n immediately'at any point in the open or closed cycle all equipment shall operate In accordance with cover manufac- paid turrar's instructions. Thirty minutes after completion of this 10.2 The cover shall be reversible in direction from a full procedure, the cover shall pass the test method In 9.3.At all stop at any point in ids travel without having to complete the times during the procedure, maintain the pool level at the full open or closed cycle. 10.3 Electric' rated control switches and shall 9.4 Openings Test. be installed In a with the National Elechi,,* e 9.4. These tests shall be conducted to demonstrate that auy Artlele 680-26. openings remain small enough to prevent a small child's head 10.4 The type of pool covering operating controls khan be from gaining access to the water. such that: 9.4.a Openings test object—A solid faced sphere test object 10.4.1 Its fixed location is in the line of sight;of the complete pool cover,or by Its operating process.Thisarnsures with a maximum breadth of 4.5 in. mp 9A.3 pnacedurn--The +cover shall be fitted m accordance that the Operator shah be in complete view of the cover at all with.the cover mandacturces instructiotts. The test object times during the clos g or pool covering process• 10.4.2 5wftching vieeg shall be key-operated co locked. away or able to be dc-activated or otherwise located In an b2d b�7+:ava4tab�5nm s inaccessible location' An Inaccessible location shall=be at a r u a CPR maanegntn. height of at least fiv feet above the deck. be.pp.Box 807,MUM A"05,waodatot3c,NY 1240. I ANNEX t gg (Mandatary Information) I Al. RATIONALE s AM Cover ClOW6MOOM and M'Wmam Quav"&n AU Scope Criteria A1.1.1 Although the majority of child-drowning and near- A1.4.1 By de g both the level of safety agoled and drowning which were roported;did not involve safety covers, standard re"kements to be satisfied, manufacturer 4nd con- those who purport to provide a level of safety should be held Sumer will be able to define their needs and properly rpret to a higher level of reliability: Injury reports made available the standard. This auction also allows amufaetureo to M from CPSC Indicate that male children,one and two years of search and develop nj��ssrr technology which when appli¢d could age,living in a home,with an in-ground pool are at the highest age their designation. rusk of being involved in a submersion incident that requires Aft MaterlaFs and manufacture medical care. A1.5.1 Varying kind times for material availability restrict A1.2 Referenced Documents or delay immediate Compliance with this staudar& A 1.2.1 Allows document reviewers the necessary Inform A1.6 Performan"'Requirements For Safety Covelca tion to validate the text of the standard. A1.6.1 Specified load factors represent the 95th po+centile for a child under the age of five as well as one male�dult and A1.3 TerMhWlogy one female adult a surface of the A I.3.1 Consumers and new manufacturers may not be A 1.64 None child should gain access to m familiar with the technological language used within the text. cover, another chip In the area of the pool should not face "b section also provides definitions for new terms created for lncreased risk- A1.6.3 residual water Will remain this standard. A1.6.3 ltecogaizipg that #. 3 F 1346 after the surface water Is removed,the test has bon devised to, A1.8.2 Manufacturer's markings are necessary to allow a ensure that the level can be maintained below that deemed continuity for second owners and conswner/manufacturer can- substantially hazardous to a child of three based on data tad. received from the Consumer Product Safety Commission.. A1.8.3 The mechanisms which secure the cover am an A1.6.4 Openings In the major component or horizontal integral component that help to defeat a child's entry to-the .openings between the cover and solid structure of the pool area water. 1 should remain small enough to prevent the head of a small A 1.8.4.Openings shall not be$o large that the purpose of the Child fmm gaining entrance. The head breadth for a 51h cover is defeatted. percentile of a 7 month old is about 4.5 In.The smallest mobile A1.8.5 Structural integrity is necessary to provide aafety' chid would be about 7 months old since at this age 50% of chrdr�en can,creep on hands and knees. • A1.9 Teat Methods,Far Safety Covers A1.7 Midloum Label Requirements For AU Covers For AI-9-1 The rescue operadon may require two,adults and the Swinuning Pools$Spas,sod Sot Tubs cover$hall support the total combined weight to avoid iossMe A1.7.1 Labeling on the product allows for transfer of the injury to those in the rescue attempt. The 93tb pcnoienwe Is information to second owners and temporary users. represented by the 223-1b male,210-lb female and 50-b child A 1.7.2 The combination of Signal Word,Safety Alert Sym- A1.9,2 This test was devised to avoid an o large bol and Word Message provides a higher level of warning than enough for one child or another child to fall between a edge any single effort. of the cover and the edge of the pool when one child f 50 lb A1.7.3 An effort is being made nationally to make coasts- is already on the cover: tent the colors used to alert consumers to potential hazards. AI.9.3 Recognizing 4W some residual water remaIns after AIJA Contrast of colors between letter colors and labels the surface water is removed,this test is devised to that M necessary In order to attract users' attention to label and the Ievel is malnU&e4 below a level deemed sub{ ta�ntiat1Y enable readability. hazardous to a child under three years of age. "A1.7.5 Letter size is an important factor in warning legkbil- A1.9.4 No opening shall exist by the cover or at 0Y.-point so the consumer can recognize and avoid the hazard. Ity A1.7.6 Style of lettering affects the readability of the that the cover joins th4 surface of the pool structures or dock area(which would allow a small child's bead to gain access to warning messag°' the water or become entrapped).The bmm for a Sth Al.7.7 Warning labels can be more effective if they allow tale 7 month old°is about 4.5 in. for reaction time on the part of the consumer. A1.7.8 Damaged labels would not provide as strong a CarrtrQ4 SdetY Covers message as necessary. A1.10 Operating A1.7.9 Due to extended life expectancy of cover Pte+ A1.10.1 Operator controlled momentary contact type labels cannot be expected to maintain their original appear- switches afford greater control in the event of an em6r8e'• noes. A1.10.2 Should a child enter the water during the closure A 1.7.10 Labeling messages and for should be consistent mat pis,the cover hall be ab*to reverse without total closure. from point of purchase to use and/or application of ever. A1.10.3 R is important in the case of an electrical installs A1.7.11 Packaging is,at times,the consnmexs exposure tion to protect children and all swimmers from'the p,ssibility to product information.Information contained on the warning of electrocution.which is the purpose of Article 680-6 of the UM Is necessary for making informed choices. National Electrical Code. 1.7.12 Ali labels shall note that the product meets the : {closing A Al.10.4 toes oi}servation of the pool during the cI g mqult+ements described In Specification P 1346. ' process is necessary to ensure that another person not A1.$ General RegUIMMe°nts For Safety Covers enter the water during the process.Additionally.the 1op86011 of A1.8.1 Installation can be a key factor in the effectYveness of the-activating device or the ability to render it lnkdve is a safety cover whether It Is manually or power installed. necxssary to avoid tiwntthorized opetg of the coven YNAi anSoabtyf*rr"ftSndMstevf&lerc nVPWA t nrryvs *VbW '0fx+W * he+crrt 1*" w8b aoyfn mm^r,0 h Bits afar limns of 0*abased 04 q~uMW abet dMWAI&tat Of 11W"*W OfAW 8UM ,mAWetpliA!(,eufd 8»dsk ofd dada Oft aro a MWY y tbedr owe+&P , uric aterxlsrdls argued Aa r+�u,W wmy0"brow eagoOMM M~ca:r NW"errdmust tw r#wooede++tyA*yswv ar !/esole+ srlesres ptrvedorw># awn Yawenrrrtrerstsnrobi #dslBbrebrrownsiorrolD'rdrat derdabrsnf arm/ nts andds add J�RSTMI/eu�uerlas�Yowal�w�roc�csro��nebbva �a a/l'rs roeper�Je Mahrtavoa�r►dltea welat►youmal'atilend 6'yroeelbedButyrwreaa�rr W*tow narsaat RWrMwiv)w MOW nuksYVW News known b"ASM CMW*1es on SW%bm%at Bu sd$m Mown balm IriJaa4 a*dAlOWA rtedbyAVX JUOeanHwbonaft poelyCM WOW C"ha=W%PA fD "M L Vd-4ft . baoeY/attN row"(AVe+a mr rVpb Wpla)of V*SW drd may bs obtakvd by wmeft ASYM st the allow n*hw ar at B10 St S(phase),Bfe3&i2.9Sd3 tJSexJ,of s+en*eVw#nOy 1"09,or Oaoro ft ASM wt%derl's MWasftMt 6 i C ij� 111k, 149 I pi ! "PLI , EARCH LABORA'I'ORT.M certifies' that has been found-eligible for •A.RL s List* ing, Labeling g and p .inspection program under laboratory boratory number(s) L/N 30137 I j Signed this Of—Aped-- .100L Directorof ngir�eering, APPL=RACK LABOFiATG=8 q Mican�Florida APPLIED RESEARCH LABORATORIES 5371 N.W.161st street.Miami,Florida 33014. I Phone(3oa)024-4$W•Fax(3053$24-3852 a Etnal ARLTEST®oor.%;vm PRODUCTS LISTED Kid Safe Pool Nets,Inca Ft.Lauderdale,FL 33312 Pool Safety Net,Model'trade-name"Kid Safe" (File 30137 LISTING MARK (LABEL) • r r 012346 L . . NOTE Only products which bear the ARL Listing Mark(Label) are considered Listed by A.RL. L/N 30137 Kid Safe Pool Nets,Inc. Issued 04/11/01 Page C-6 AsenuWpratedont orfents.the psWOf-dotnselves.the contentsdUft report Ord asassooW eddoaanentsam the SOW pra*Vo'.AW*d Rem"1.1borafartes,ImAuthOdut mfarpubaestiom or staternants,mxl ni"or extrada from or regarding NO report is reserved pending our wrRm approval. TWO report oopues only to the standards Identi ted and to the sanVlaf?)tested and/or Inspections made.Unless vowwtse spadffed,the test artdJor tnsptcVW result are not Irideeth+e or representative of the qualles tithe lot from which the can"was taken or of gpparsntly identical or strinar products or materials. �° APPLIED + RESEARCH LABORATORIES 5371 N.. .161 st Street a Miami,Florida 33014 Phone(306)624-4=a Fax(3ft)624-3652 a Small ARLTE6T4b*l.Caln `.r �.3 TEST RECORD The test results have been found to be in accordance with ARL requirements and Pertinent sections of the applicable standards for safety. Test results are maintained in the product file at ARL and are not reproduced in this report. CONCLUSION Representative samples of the products covered in this report have been found to comply.with the requirements for this category, and the products are judged eligible for Listing, Labeling and F611ow-Up Service. The manufacturer is authorized to use the registered ARL Listing Mark (Label) on only such products that are manufacturing replicas of-the products tested, and continue to be manufactured itnd tested in accordance with the Procedure. The Procedure will be updated as requirements change. Otily those products which properly bear the registered ARL Listing Mark are considered Listed by Applied Research Laboratories,Inc. ReportY• Reviewed b • 0 n6 1 n 0 10-A In erjee .Suri, B. Suke Proj-Mf Engineer Director of Engineering ' L/N 30137 Kid Safe Pool Nets,Inc. Issued 04/11/01 Page C-7 AsaaYAWprotedwt oclenh,the WACWtdWn*M%the eonleMsdMreWandRSaasociatedd tsaretheaetaPoDaydApNtedRasemehLaDaatarlea.ImAuUCwtMOMtorpubacattan d sU menu.evetalons or abode born or regarding this repot Is mserod pm&V as written iapprw al. Thls mW applies a*to the standards Idwsti ied and t*the tampta(s)teed endJOr Kveefts rade.tk t"otherwise specilled.the test andrer Mspeetim remits are not Indlealm or reoromtoWe of the 4Wfts of the lot km which the WnOt was taken or of sppmengy iderecei or SI-raw p oducts or matefts. Q� 1..:-ronn nia acre rool nets, Inc 954-760 9973 P-2 i Pool Nets t } Product Specifications Main Net Mesh Size: 3.5 Inches(Required to meet ASTM 1346-9 Stan s) Braid: :100% Polyethylene with UV inhibitori built 1 for (prolonged lifespan Net Braid - !1/4 Inch i Tension Lines 13/8 Inch Nylon Pulleys j 2'/4 Inch Body Length I Pulley Wheel, 1.Inch diameter, 5/16 Inch width Net Strength: I Tested up-to 485 lbs for ASTM 1346-91 sta#I'dard Expected life: Between 7 to 10 years Installation kittirigs Surface Mount Plates!3.5 inch plate with two anchor positions'and two screw holes !Glass filled nylon for increased resistance to. s and chemicals Available in Grey,Terra Cotta and Beige( �eam) Flush Mount i%inch diameter barrel with flanges l 1.5 inch depth i Brass or Glass filled nylon for increased r sistanc o sun and chemicals ' Available in Grey,Terra Cotta,Beige(cream)and tss Anchor Hook 4mm Stainless Steel wire hook }t(: Alternate Anchors '/4 inch x 2 inch Stainless Steel eye bolts %4 inch Stainless Steel drop anchors Stainless Steel S-hooks(Gate hook),min.141 x 1. rich � , 1 IILL RRQ A 3101 SW 3RD AVENUE+FORT LAUDERDALE, FL 33315-3317 TOLL FREE 1.866-463-5700 1-A)YCC 454-7 19973 •° wassm: www.iddsofopoolnets.com �•:�` .� tLyF •.�-4�. �>r.4 i� y` i�l kx 5. £ r 'f! �'..`f•• k � >�_+'� tt , =eb 29 2007 10:49RM Kid Safe Pool Nets, Inc 954-760 9973 p.3 V� MAY-2t-2002 12:41 PM KX.oSNFF 9�a X23 lB.9 F'-02 i , , APPL IEI RE EJJ�R LABORI�TORIES S37 t 4V'181 At EST•.MIAMI,F1.0Rit?A 33p i 4-8223 W�Qbai1 WWW.p11- !4am•Ernd l;adle atalaol.com PH.( 024.4a6o ,Icy c 306 1 094-3662 u 1 r 54)523«4199 Mr.K1m Yathand >{ Kid Safe Pool Nets I �' 215.SVV 1�4.Way I fort L Uderdale,FL 3331 I RE. L/30137 Dcar Mr.Nothard: Tii[s letter is regarding the safe I testing of your Pool Safety Net, As you know, tost Wly aomplated. bas been SVOCM The safety net was tasted to assure compliance with ASTM F-1346.-91,Standard P 1 pee' catign fsr Safety Covers and.Lab n tfi t•ling qulrr+nietts for All Cot�era for Swamnoing Foals{Spas an :of Tubs"and the work was performed under tke above rdferonced ARL file number. The model that was testdl and fa und to comply with the standard Is trade-named 'i3 d SFiAA. s letter�xrill serve-as confirmation that theso units am Li*cd:by ARL effective Marsh 20,20 and yo authorized to label your products;with the Lfwng Wark. Your Carne cat{on Report and 11ow-up S@Mce Prucodurc am In the process of ing fi 'zed and will be forwarded to you upon ocimp etion. U you have any questions,please do not I I imitdW ontact ARL. Cordially, Oan S ert I E t Director of Engi i ADS/to j , TESTING FOR CONSUMER SAFta'1'X { �.w �9S4) 463-5700 z. � www.kidsafspoolnets.cony- PCKA Nets, THIS MANUAL SAFM CANER COMPLIES WrIll ALL STANDARDS AS SPECIFIED BY ASTM DESIGNATION F1346-91 a a, OID•DROWNING RISK h IL * REMOVE COVER COMPLETELY BEFORE ENTRY OF BATHERS ENTRAPMENT POSSIBLE a► _J_--_---• -. Now-i- RED WIMPROPERLY SECURED COVERS AR E A HAZARD FAILURE TO FOLLOW ALL INSTRUCTION S RE5t7LTIN DROW It�i KEERWATER LEVEL 5"BELOW N �- Y LEASI`IN C-T._THIS,SAFETY NET MQNTHLY FOR � t t --,:.-r s. . r--- - t,- Date: PREMATURE WEAR AND TEAR OR DETERiO#�AT10Ne In 0 N W - w w•. Ot• i? LL a; 0.V .O AAW - L' APPLIED RESEARCH LABORATORIES ' " certifies that L C tL ' r- L Lsai aien and- oll v- spectio'n _ .,progra under laborator y number(s) LN 30137 N Signed this.i1 day of_A__p t'1 NDirector of gineen APPLIED RESEARCH LABORATORIES L widmi.Florida Feb 28 2007 10:52AM Kid Safe Pool Nets, Inc 954-760 9973 P- 6 W i�ChN �J ST TE Ok FLORIDA Pull, ING COMMISSION Ins the IVI attec of ; , Lake County Building Division, F ,{ DCA02 DE C-047 Petitioner. i IEICLARATORY STATEMENT The foregoing proceeding came t efore the Florida Building Commissio (the "Commission")by petition from Lake Count ,/Building Division,(the"Petition r"),wh was received on February 18,20Q1,and subs! uehtly amended on March 12 2002 ;Based h the y s statements in the Petitionand the amendrjnent thereto,it is hereby ORDERED' t r t ". iindtngs of Fact 1. The p , i, . , Petition is ursuant t¢section I2Q.565,Florida Statutes aril it.con s with the requirements of l ule 28-105.00,Ftorida Administrative Cade. r r Z. Petitioner is the authori ty havilig jurisdiction to enforce the Florida E Gilding de in Lake County,Florida. j 3. Petitioner is re�iiewing a permit application for a residential pool in i hich th applicant proposes to use fan approved U*ty pool cover complying with AST F P° � 1,346 1 as the sole means of protection provided pursu"t tv Section 424.2.17, Florida Buil g Code, u*ildin 9 7 i i j • 4. Petitioner seeks a Declaratory$tatsraent to clarify the requirement o,Sectio 424.2.17,Florida Building Code,Building Volume,and specifically whether a bv6r m . ing the ( 1 red 4a euU*f 1U:53RM Kid Safe Pool Nets, Inc 954-760 9973 s A �M OAR 18-047 defined standard used irk the absence of a ba#ri er complies with the Code. Col"012—s of Law t yy � 3• 1. Sec ti on 4242 17,Florida a Building Code, � a4 }i Building Volume, provi uUl ion of an approved safety pool cover complying with jkS TM F 1346-91.as an exception! m th requirement for a barrim'otherwise applicable to residential swimming pools. 2. The section of the Code is clear and not subject to interpretation.J erpretation. U`e of an proved safety pool cover complying with ASTM F 1'346-91 in the absence of any othe; safety sores r ; defined within Chapter 424.2,Florida Building Code, Building Volume, is sufficient t omply 4 1 with the re E quirements of the Code. DONE AND ORDERED;this day of May,2002,in Saint Pete'sburg Pinellas County,State of'Florida. j(F Raul L. Rodriguez, AIA ( hair Florida Building Commis ion Department of Conummit,, Affairs r Sadowski Building I 2555 Shumard Oak Boule'�ar4 Tallahassee, Florida 3239. 2100 NOTICE OF RIGHTS I EACH PARTY IS HERBY ADVISED OF,CTS•RIGHT TO SEEK JUD ' IC ..VIE OF THIS FINAL ORDER PORSUANT TO SEC' TIQN 120.68,FLORIDA STA S, FLORIDA RULES OF APPELLATE PROCEDURE 9.030(b)(1)(C)AND 9.11. . TO I `TIATE AN APPEAL OF THIS ORDER,A NOTICE OF APPEAL MUST BE FILED H T DEPARTMENT'S AGENCY CLERK,2555 SHUMARI7 OAK BOULEVA TALLAHASSEE,FLORIDA 32399-2100, WITHIN 30 DAYS OF THE DAY HIS O ER IS FILED WITH THE AGENCY CLERK. THE NOTICE OF APPEAL MUST B 2 PERMIT# CONTRACTOR: (f-A P?2�A SUBMITTAL DATE: Z- ADDRESS: NAME: rn RESUBMITAL DATES: PROJECT TYPE: FIRE k® Lo STRUCTU L IMPACT FEES ELECTRICAL .= �' ?Pl�or HRSIDERM PLUMBING NOC MECHANICAL BLDG 15tlOREy+ Miami Shores Village Building Department ' 11111 R nuo 10050 N.E.2nd Avenue soor Miami Shores, Florida 33138 LNOy� Tel: (305) 795.2204 LORID�' Fax: (305) 756.8972 Permit No: 12-1856 Job Name: September 20, 2012 Page 1 of 1 Building Critique Sheet 1sT 1) Provide a special inspector form for the pilings. 2) Provide a separate fence permit. 3) The pool must be enclosed by a minimum 4' high fence per Miami Shores Ordinance. 4) The flood data on the map of survey is incorrect. This structure is in a VE-11 Zone. Provide elevations of the existing grade and the new pool. The pool must be designed per FBC Res. 322.3.3.1 Provide all documentation. Norman Bruhn CBO 305-762-4859 PU Critique Sheet 1sT 1. POOL IS IN VE 11 NOT AE AS SHOWN ON PLANS. 2. SIDE YARD SETBACK IS 10 FEET TO POOL DECK AND 12.5 FEET TO WATERS EDGE. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. STOPPED REVIEW Orat1RES D L. �r p..om Miami shores Village ��-- 1 Building Department �ORI'li)A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: J I�� DATE: 1 V I, rr ��tz"r Contractor , o Owner Arch Pic 2 sets of plans and (o er) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building eparime to continue rmi ' g pr cess. Acknowledged PERMIT CLERK INITIAL: RESUBMITTED DATE: 1 �� PERMIT CLERK INITIAL: +M `SrNoREs G� Miami' shlores Village Building Department n � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 lOR[Up' Fax: (305) 756.8972 Permit No: 12-1856 Job Name: September 20, 2012 Page 1 of 1 Building Critique Sheet 1sT 1) Provide a special inspector form for the pilings. 0 ( 4e. P)an 2) Provide a separate fence permit. 1= v+ - 3) The pool must be enclosed by a minimum 4' high fence per Miami Shores Ordinance. 4) The flood data on the map of survey is incorrect. This structure is in a VE-11 Zone. Provide elevations of the existing grade and the new pool. The pool must be designed per FBC Res. 322.3.3.1 Provide all documentation. 14_S 6 S ® 0 Norman Bruhn CBO ���' 305-762-4859 PU Critique Sheet 1 IT 1. POOL IS IN VE 11 NOT AE AS SHOWN ON PLANS. c�"e-d <'�U r V qy (p ew) 2. SIDE YARD SETBACK IS 10 FEET TO POOL DECK AND 12.5 FEET TO WATERS EDGE. Se.e Si4e eloA Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. STOPPED REVIEW { h U-.R322.3.3.1 Pools. Pools in coastal high-hazard areas shall be designed and, constructed in conformance with ASCE 24. t L- PQ O e 3 d R P l ons Ct n