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BPP-17-2255Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 �"�OR1Dp' Project Address 10125 BISCAYNE Boulevard Miami Shores, FL 33138-2647 Permit No. BPP-9-17-2255 tPermit Type: Pools/Whirlpools/Hot Tubs Per Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 121412017 1 Expiration: 06/02/2018 Parcel Number 1132050190190 Block: Lot: Owner Information Address BISCAYNE 10125 LLC 10125 BISCAYNE Boulevard MIAMI SHORES FL 33138- 10125 BISCAYNE Boulevard MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA POOL PATIO CORP (305)815-0181 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Work: Swimming Pool Occupancy: Private Additional Info: NEW SWIMMING POOL, DECK & SPA Bond Return Classification: Residential Scanning: 6 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $12.00 CO/CC Fee $50.00 DBPR Fee $9.00 DCA Fee $6.00 Education Surcharge $4.00 Permit Fee $600.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $18.00 Technology Fee $16.00 Total: $1,295.00 Applicant BISCAYNE 10125 LLC Cell (786)390-3177 Valuation: $ 20,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # BPP-9-17-65103 12/04/2017 Credit Card 09/19/2017 Credit Card Bond #: 3577 $ 1,095.00 $ 200.00 $ 200.00 $ 0.00 Avauame Inspection Type: Fence Final Pool Deck Wall Steel Review Electrical Review Plumbing Review Building Review Building Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is construction and zoning. Futhermore, I authorize the above -named c Authorized Signature: Owner / 6'and that all work will be done in compliance with all applicable laws regulating r to d>4he work stated. / Agent December 04, 2017 Building Department Copy December 04, 2017 1 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FL 33138 Tel: (305)795-2204 9 Fax; (305)756-8972 8/10/2018 To: Current Owner 10125 BISCAYNE Boulevard Miami Shores, FL 33138-2647 Permit: BPP-9-17-2255 Address: 10125 BISCAYNE Boulevard Miami Shores FL33138-2647 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, &//>4,-)/, z Ismael Naranjo (CBO) Building Director 6orida Pool Patio Corp. P. O. BOX 161491 MIAMI, FL 33116 US (305) 815-0181 flpoolpatio@gmail.com www.floridapoolpatio.com 'NVOICE # 47336 ACTIVITY BILL TO luca angliotte DATE 08/11 /2017 F f_, IRIDA POOL PATIO Ec0-FrieK,A(y SO(UtiOKS 10125 Biscayne Blvd Miami Shores, FI SH'P TO luca angliotte TOTAL DUE DUE DATE $30,000.00 09/10/2017 POOL DATA: -Pool main Basin WIDTH(spa):19' _ LENGHT: 30' - C PERIMETER: 93 LF AREA: 570 SF N(0 V 20 77 -Staircase area WIDTH: 1 ft L4Y. LENGHT: 5 ft\ Jacuzzi WIDTH: 7 ft LENGHT: 7ft PERIMETER: 28 LF AREA: 49 SF POOL STRUCTURAL DETAILS AND ACCESSORIES: -3 STEPS WILL BE ADD IN THE WALL THAT DIVIDES SPA FROM'4 POOL. THE STEPS WILL HAVE THE SAME MATERIAL AS THE POOL COPING -1 BENCH WILL BE ADDED IN THE 19' SIDE -2 STEPS WILL BE ADDED IN THE SHALLOW AREA(10 FT SIDE) -1 BENCH WILL BE ADDED IN THE 10 FT SIDE TERMS Net 30 Invoice ENCLOSED OTY RATE 1 0.00 1 0.00 AMOUNT in $e $e ACTIVIh' OTY RATE AMOUNT SCOPE OF WORK: 1 0.00 0.00 1-DESIGN BUILD. FURNISH OF POOL ARCHITECTURAL AND ENGINEERING PLANS 2-EXCAVATION FOR NEW SWIMMING POOL 3-INSTALLATION OF FORMS AND STEEL FOR POOL AND SPA SHELL 4-INSTALLATION OF BONDING WIRE 5-SHOTCRETE APPLICATION 3500 PSI 6-1 ST BACKFILL TO INSTALL POOL PIPING AND ELECTRICAL PIPING 7-BACKFILL TO POOL BEAM LEVEL TO INSTALL COPING &INSTALLATION OF COPING AND TILES. MATERIALS(TILE AND COPING) SUPPLIED BY OWNER. 9-INSTALLATION OF DIAMOND BRITE STANDARD COLOR SERIES(LIGHT COLOR) 10-INSALLATION OF POOL EQUIPMENT AND LIGHTS NEW EQUIPMENT AND ACCESORIES: 1 0.00 0.00 POOL PUMP VARIABLE SPEED 3HP NEW FILTER CC200 SQFT NEW SALT CHLORINATOR 2 MAIN DRAINS SET NEW POOL AND SPA LIGHT 2 POOL LIGHTS 1 POOL TIMER 1 SPA LIGHT SPA AIR BLOWER 6 SPA THERAPY JETS SMALL HEATER FOR SPA ONLY(ELECTRIC HEATER) 1 SKIMMER 1 VACCUM LINE FOR SERVICE 4 RECIRCULATION JETS 1.5" FOR POOL 2 OVERFLOW JETS IN JACUZZI AREA 1.5" 6 THERAPHY JETS WITH AIR BLOWER PERMITS TO BE PAID BY OWNER 1 0.00 0.00 ELECTRICAL SUBPANEL PROVIDED BY ONWER AND HAS TO BE 1 0.00 0.00 LOCATED NO MORE THAT 10 FT FROM POOL EQUIPMENT PAD. TOTAL 1 34,500.00 34,500.00 DISCOUNT 1-1,500.00-1,500.00 PAYMENT 3,000.00 BALANCE DUE 1 $30,000.00 Engineering & Laboratories, LLC 13714 SW 145'h Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 Subsurface Exploration fftipqrt ...... 00 000 10125 Biscayne Blvd, Miami Shores, FL 33138 August 19th, 2015 Table of Contents Subsurface Exploration Report Boring Log Report Design Parameters for swimming Pool Map (Boring location) .... . . .... ...... ...... .... ...... . SubSIu'fin Rq • • 1. p5 .... . ..... ...... . .. ..... .... .... ...... . . . ...... . 1. Boring No. l • • S. Boring No. 8 1. Pool Design Report i. Aerial Map View of subject p" Subsurface Exploration �..•': ."::' ""�' ...... .... ...... Report •••%• ' .... . ..... ...... ... ..... . . . . ...... Engineering & Laboratories, LLC 13714 SW 145th Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 August 19th, 2015 All Service Design 11890 SW 8th Street Suite 306 Miami, FL 33184 Subject: Subsurface Exploration Report for pool addition & pmrdeck ' 10125 Biscayne Blvd, Miami Shores, FL 33138 •••••• .• Gentleman, Y••••• • • • We transmit herewith our report on the completed subsurface soil exploration for•; your proposed new structure Building project as requested and authorized by you. The scope of the study required to evaluate the subsurface conditions and to provide recommendations for the foundation support for the proposed structure. The data and recommendations presented in this report are based on information obtain from two (2) Standard Penetration Test (SPT) Boring. We thank you for giving us the opportunity of providing this service. Please do not hesitate to contact this office if you have any questions regarding this report. Yours truly, SET Engineering & Laboratories, LLC Fermin A. Martinez, P.E. Florida Registration # 19363 a�a4ai6asa.asa • ` Y�SSqq• N' `� :�a �y`•s mN 7 9363 : N Cep '< ''. .i 1J '1"0 • o 7 d p ON 'Pt flINg8IS08aa Page 1 of 4 Engineering & Laboratories, LLC 13714 SW 145rh Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 August 19th, 2015 Scope and Purpose: The purposes of performing this exploration were to evaluate the general subsurface conditions and the ground water level variations due to climatic changes within the proposed project area and to provide recommendations for its foundation support. ...... Site Location and Site Description: • •': • • "" •""' The site for the proposed facility is located on 10125 Biscayne Blvd �Ml rni S+rLS,' Florida 33138. The subsurface exploration was performed on August• a 8th, 2014&.• • • %• •' The locations of the borings are on the attached lay out plan. Tf' S investiga1"M •••••' was conducted to analyze the existing subsurface soil and to rEZ'Un:nend tiie •�.��� most economical feasible foundation for the above proposed project. A Qetdfl• exploration and subsequent analysis undertaken are discussed 8NRZ:4ded•v44th• this report. •" Field Exploration Program: The field exploration program consisted of performing two (2) Standard Penetration Test (SPT) borings. The SPT borings were performed within the proposed area of the building. The borings were advanced to a depth of forty (40ft) feet below the actual ground surface using the methodology outlined in ASTM D-1586. Split -spoon soil samples recovered during performance of the borings were visually classified in the field. The groundwater level of the borings locations was measured upon completion of the drilling. Procedure Method The penetration testing and soil sampling are accomplished simultaneously using procedures in general accordance with ASTM D-1586, the Standard Penetration Test (SPT). A 2-inch O.D by 1.4 inch I.D. split -spoon samplers is driven with a 140 pounds hammer falling 30 inches. The number of hammer blows required to drive the sampler is recorded on the bore hole logs entitled Soil Standard Penetration Test Result. Where possible, the sampler is driven 24 inches, with the hammer blows being recorded for each of four 6-inch intervals. The "Penetration Resistance" or "N" value is the sum of the blows recorded for the second and third six inch intervals. This value is widely accepted by geotechnical engineer as an indication of the relative density and strength of the soil being sampled. Page 2 of 4 Engineering & Laboratories, LLC 13714 SW 145fh Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 Laboratory Testing Program: Representative soil samples obtained during field sampling operation were packaged and transferred to our laboratory for further visual examination and clarification. The soil samples were visually classified in general accordance with the Unified Soil Classification System (ASTM D-2488). Sieve Analysis result straws. Fine Sand. The resulting soil descriptions are shown on the soil borir;jpr'ofiles. "" .. . ...... ... .. ...... Subsurface Soil Conditions: ...:.. •••• . • :00900 Typical subsoil conditions at the site, showing the consistency, tyotf"of soil and thickness of each stratum, are indicated on the individual Borin a FrorM tj •• ••• • G.E.L. to 2'-0" to 5'-0" Grey Silty Sand, from 5'-0" to 7'-0" Tan Sand,.from 7'-0" to .' 15'-0" feet Beige Lime Rock Lime Sand Silica Sand. •••••• • . . .•••• Groundwater Monitoring: •.: The groundwater level was measured in the boreholes after stabilization of the down hole water level. The measured water levels were measured at depth of (6'-6") below the ground surface on the dates indicated in the Appendix. Fluctuations in the groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. The normal seasonal high groundwater level each year is the level in the August -September period of the rainy season. These levels may be modified at any time a hurricane hit the area during the expected hurricane season (June -October) and groundwater level may top the ground surface level. Discussion: This work consists of building a new pool, pool deck, and an addition located on Northeast corner from the existing property. Page 3 of 4 Engineering & Laboratories, LLC 13714 SW 1451h Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 PRIMARY FOUNDATION RECOMMENDATION FOR BUILDING AREA: 1. Based on our findings, and subsurface exploration for the above proposed structure reveals that the top portion of the building pad is covered with 2'-0" to 5'-0" of Dark Silty Sand. 2. Remove all Silty Sand and any other deleterious material at eebountered to depth 5'-0". The actual depth must be determir1;4,LY �50NO' observation and judgment during the earth work operation-4-%A ce of the material stripped may be re -used to fill any area of the lot. . • • • •. :...:. 3. The backfilled material must at least three (3) feet in lifts cgrMMted*tAjj• dry density equivalent to ninety five (95) percent of the modified Proctor (ASTM D-1557) and optimum water content. The dens?ly and vjQjQr, content shall be checked by a Geotechnical Engineer periodicblly. 4. The footing for columns and the continuous footing shall be placed at a depth of two (2) feet below the ground surface. The maximum allowable soil bearing pressure is recommended at (2,500) pounds per square feet. 5. After the building area is prepared in accordance with our recommendations, the site should be suitable for supporting the proposed conventional shallow foundation with an allowable soil bearing pressure of 2,500 pounds per square foot. Conclusion: The above findings are based on our soil standard penetration data and information obtained at the test locations. Uniformity of soil strata in the immediate vicinity may be assumed, however, it is not guaranteed, and this office assumes no responsibility of areas other than those where the sub -soil investigation was made and reported here -in. In order to assure proper performance of foundations and to assure that the design requirements are fulfilled in actual construction, it is recommended that all earthwork compaction and foundation excavation be performed by this office or under supervision of a Geotechnical Engineer. Page 4 of 4 . . .... ...... Pool Design Report ...... .... ...... .... . ..... ...... . .. ..... .. .. .... ...... ......00 . . . . ...... ...... . . ...... Engineering & Laboratories, LLC 13714 SW 145'h Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 August 19'h, 2015 All Service Design 11890 SW 8th Street Suite 306 Miami, Florida 33184 REF: 10125 Biscayne Blvd, • • • • Miami Shores, Florida 33138 '..' .. ...... .... DESIGN PARAMETERS FOR SWIMMING POOL• • ; • • • • .... Swimming pools are designed for at least two types of loading conditions, (al:M empty pool and (b) pool filled to the designed water level inside it. :":': ' Loading condition (a) requires that the bottom floor slab be designed for the upward: (or uplift) water pressure caused by the presence of a water table level higher than the' bottom floor of the pool. It also requires that the walls be designed to resist the pressure of water outside the pool's walls and the effective active or at rest earth pressure of the natural soil or compacted backfill surrounding the walls. The choice of active or at rest earth pressure will depend on the relative displacement of the walls during this particular loading condition. Loading condition (b) requires that the bottom floor slab be designed for a downward force equal to the weight pool's walls, floor slab, and the weight of water contained in the pool minus the upward force due to upward total force constituted by the upward water force and the weight of soil excavated over the plan area required to build the pool. The pool's walls need to be designed for the differential, if any, between the water pressure inside and outside of the pool plus the effective active or at -rest earth pressure of the natural or backfilled soil. The choice of earth pressure depends on the relative displacements of the wall during these particular loading conditions. The Calculation of upward and lateral water pressures requires the water level outside the walls to be established for the critical height during the service life of the pool. The critical height for the service life of the pool is established at the final ground level of the pool. The ground water level shown on August 18`h, 2015 in boring B-1 is 6'-6" feet below the ground at the location of the boring. There is Rock at 7'-0" below hard compacted Clay and layer of Dark & Gray Sand above the Marl is not suitable material. After removing 5'-0" of Gray & Silty Sand, its allowable soil bearing pressure is two thousand five hundred (2,500) pound per square foot is recommended to use Lime Rock backfill material 1'-0" Thick under lower side pool floor. The foundation soil below the bottom floor slab placed at depth of seven (7) feet and its allowable soil bearing pressure is two thousand five hundred (2,500) pound per square foot. The coefficients of earth pressure for the natural soils in -place are: Active coefficient of earth pressure, Ka= 0.33 At -rest coefficient of earth pressure, K,, 0.50 Passive coefficient of earth pressure, Kp 3.00 "• • The coefficient of earth pressure for the recommended backfill of Lime r*.Qa z soil'.:..' compacted to ninety five (95) percent the maximum dry unit weight obin the • Standard Proctor Test (ASTM D-698) and at optimum water content Ark:' •. :..•:. Active coefficient of earth pressure, Ka 0.30 .... . .. At -rest coefficient of earth pressure, K,, 0.46 • ...... Passive coefficient of earth pressure, Kp 3.3 � � � • The unit weight of the natural soils required to calculate the weight ofw excavated natural soils is: • Moist unit of top soil = y = 105 pcf Moist unit weight of beach sand soil = y = 105 pcf Saturated unit weight of soil below the water table = Ysat = 125 pcf Piled foundation is necessary to provide support to the swimming pool. It is recommended to support the bottom floor slab of the pool on the Lime Rock at depth of seven (7) feet below ground surface level at the location of the boring B-1. It is also recommended to replace the natural soil, when the plan area to be excavated is larger than the plan area of the pool's area, with a compacted Lime -rock backfill. We appreciate the opportunity to provide this report. Should you have any questions concerning this report, please do not hesitate on contacting us. Sincerely, SET Engineering Laboratories, LLC. Fermin A. Martinez, P.E Florida Registration #19363 Boring Log Report •.•. Soso.. ...... .... ...... ••..•• • a ••..•• 6*00 90000 •.•••• • •Y Engineering & Laboratories, LLC 13714 SW 145f" Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 BORING LOG REPORT Client All Service Design Order No. Address 11890 SW 8th Street Suite 306 Miami, FL 33184 Report No. Project Residential Property Hole No. 1 Address 10125 Biscayne Blvd, Miami Shores, FL 33138 Date 8/18/2015 Location North of existing property on Northeast corner Driller SJy 1'1•I:. Depth (feet) Description of Materials Sample Number Hammer Blows. On Sampler•• ••• • • "N" • •• •` :• • • ammex• • Blows On •:•Casings• 1 0'- 2'-0" Grass Top soil Dark Gray Sand 1 4 4 • 2 8 9***,,** 12 •...• ... 3 2'-0" - 2'-6" Tan Sand with Rock particle Grey Sifty Sand 2 10 1 %• • • • ' • 4 2'-6" - 5'-0" Graff Silty Sand 15 IT 30 �• ••• 5 3 12 l r • • : 004, • : • • 6 5'-0" - 6'-0" Tan Sand 16 12 27 •' 6'-0" - 7'-0" Brown Sand 7 4 14 10 8 7'-0" - 8'-0" Tan & Brown Sand with Rock fragment 16 30 26 9 8'-0" - 11'-0" Tan Sand with Rock fragment 5 19 23 10 26 33 49 11 6 29 18 12 11'-0"- 15'-0" Tan Sand with Rock Fragment 20 25 38 13 7 30 27 14 24 22 51 15 8 28 31 16 17 9 18 19 10 20 21 11 22 23 12 24 25 13 Water table 6'-11" As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Engineering & Laboratories, LLC 13714 SW 145'h Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 BORING LOG REPORT Client All Service Design Order No. Address 11890 SW'8th Street Suite 306 Miami, FL 33184 Report No. Project Residential Property Hole No. 2 Address 10125 Biscayne Blvd, Miami Shores, FL 33138 Date . 0 8/18/2M5'. Location Pool & Pool Deck Center Pad Driller •- 0 SJ, • • Depth (feet) Description of Materials Sample Number Hammer Blows On Sampler • • • "N" • . ' Hammer. mows Od' Casing.. 1 0'- 2'-0" Grass Top soil Dark Grey Sand 1 2 4 •• ..' ... 2 4 . . 8 ' ... 8 • ' 3 2'-0" - 3'-6" Grey Sand 2 5 8. :. . ; . • .. 4 3'-6" - 7'-0" Tan Sand 10 17 •• • 18 .. ' ... 5 3 17 15 •: 6 12 10 27 7 4 9 10 T-0" - 8'-0" Tan Sand with Rock fragment 8 9 8 19 9 8'-0" - 11'-0" Tan Lime Rock Lime Sand 5 14 11 10 13 14 24 11 6 17 19 12 11'-0" - 15'-0" Tan Lime Rock Lime Sand 15 21 34 13 7 24 20 14 21 27 41 15 8 22 20 16 17 9 18 19 10 20 21 11 22 23 12 24 25 13 Water table 6'-2" As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. bee* . 1... .. . .. ... .' l.. Map (Boring Location) Engineering & Laboratories, LLC 13714 SW 1451h Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 PROJECT ADDRESS: 10125 Biscayne Blvd Miami Shores, FL 33138 �v� tir_r�r iuC� ...... .. • . •••••• •••••• - • • • �. 606 CR4,a ti�Rar� ❑ • El., a • TI°.:'yK "..��,.. .."� •B-1 �i 7MA�vc�c.:, TABLE 2-1 Unifii-rl snil claccification [Casagrande (1948)1 Group Major divisions symbols Typical names Laboratory classification criteria y Well -graded gravels, D60 (D30)2 p 0 GW gravel -sand mixtures, C = than 4; C� = Dio x Dio between 1 and 3 °c little or no fines 10greater p N N 1.2 o U .4 GP Poorly graded gravels, gravel -sand mixtures, Not meeting Cu or Cc requirements for GW 8 o 1 little or no fines o c o z d "t1' c o GM* Silty gravels, gravel -sand- Z° Atterberg limits below Limits plotting in hatched silt mixtures � y ° line or Ip less than 4 zone with Ip between 4 u z a°o 3 $ o 'b and 7 are borderline Clayey gravels, gravel- Atterberg limits above "A' ,= o 0 A � a � o 5n � � cases requiring use of GC sand -clay mixtures o 2 3 line with Ip greater dual symbols. ° o o=w" a. than 7 Wellgraded sands, •••• D60 • ��'3�2 ' • i U W Cn m Id b) }� U o p b❑ SW gravelly sands, little or -CJ CO 9 = 0 U •Y •�\-•-,�V' between i and 3 Cu = Dio greater than 6; C, = lU X-U • 0 U e� .. o y �y o no fines 'C '51 U" 0'. • • • • . • • • • Poorly sands, y g • • ' 0 w > o ,°, y U SP gravelly sands, little or y Not meeting C. or Cu requirens�rt:foz sw • 0 v no fines b N lot• d Siltysands, sand -silt r Atterberg limits below "A' ••� �••• •0 ' • V• • m atched � 4.y `o' a '� a ❑ 8° o r� a °? w SM* mixtures n, ro N bo to ° line or Ip less than 4 • • plotting • zo�e with IP beiween 4 0 u o ° v, Ind 7 are b4r$g4i9e Atterberg limits above "A' • o W 3 0 0 a 7 .� 2 a 0 • • cases regtTrir►g use of °p SC Clayey sands, sand -clay A A line with IP greater dual symlidi3, ; 3 mixtures - than 7- • • Inorganic silts and very For all soils plotting nearly on ".A' line use dual symbols, i.e., IP = 29.5, wL = 60 gives 'fine sands, rock flour, CH -OH or CH.MR, When wL is near 50 use OUCH, MUMH. Take "nearly on" as ±2 MIL. silty or clayey fine percent. i sands, or clayey silts with slight plasticity 60 Inorganic clays of low to medium plasticity, 50 CL gravelly clays, sandy clays, silty clays, lean clays 40 Organic silts and organic OL silty clays of low o plasticity c 30 Inorganic silts, micaceous .2 MH or diatomaceous fine sandy or silty soils, °- 20 elastic silts CH Inorganic clays of high plasticity, fat clays 10 7 4 Organic clays of medium OH to high plasticity, 0 �1 / v q O `a of J/ MH or OH Gv / ML or OL \777*17 organic silts 0 10 20 30 40 50 60 70 80 90 100 Liquid limit wL c IPt at and other highly A -Chart 0 y organic soils 0 *Division of GM and SM groups into subdivisions of d and u are for roads and airfields only. Subdivision is based on Atterberg limits; suffix d used when wL is 28 or less and the Ip is 6 or less; suffix u used when wL is greater than 28. tBorderline classifications, used for soils possessing characteristics of two groups, are designated by combinations of group symbols. For example: GW-GC, well -graded gravel -sand mixture with clay binder. .T' Y Mission: Rick Scott Governor To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Vision: To be the Healthiest State in the Nation (Florida Pool Patio Corp) 10125 Biscayne Boulevard Miami, FL 33138 RE: Contingency Letter Application Document No: AP1307538 Centrax Permit Number: 13-SC-1790073 OSTDS Number: 10125 Biscayne Blvd Miami, FL 33138 Lot: Block: z October 04, 2017 Subdivision: Celeste Philip, MD, MPH Surgeon General and Secretary Dear Applicant: This will acknowledge receipt of an application dated 09/20/2017 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Scope of Work: New swimming Pool installation, with the required set back next to the septic system. NO OBJECTION letter issued by G. Philizaire.From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, . __�A Gerard Philizaire, Engineering Specialist II Florida Department of Health www.FloridasHealth.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623-3500 . FAX: (305) 623-3645 1 YOUTUBE: fldoh ,U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MDHI FOUR, LLC (17-0054) A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 10125 BISCAYNE BOULEVARD City State ZIP Code MIAMI SHORES Florida 33138 .0000 0000 • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • Lots 8 & 9, Block 176, "Revised Plat of Miami Shores Sec. 8", P.B. 43, Pg. 67, Miami -Dade County, FL. i:@"Wo. 11 3Q95-019-019E•.. ...:.. .... A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL �••. . . • A5. Latitude/Longitude: Lat. N25°52'08.24" Long. W80°10'28.9" Horizontal Datum: ETFAb 1927 :Z NAD 1983 •; A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.. .. • 0 • • ...... • AT Building Diagram Number 8 . • • A8. For a building with a crawlspace or enclosure(s): 'moo : • • .. . ... a) Square footage of crawlspace or enclosure(s) 1,517 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 17 c) Total net area of flood openings in A8.b 1,442 sq in d) Engineered flood openings? ❑ Yes © No A9. For a building with an attached garage: a) Square footage of attached garage 538 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes © No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086CO306 L 09/11/2009 09/11/2009 AE 8 FEET B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile X❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ` _ ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10125 BISCAYNE BOULEVARD City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Z Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: BM: B 400 ELEV.= 8.28' Vertical Datum: NGVD 1929 0000 Indicate elevation datum used for the elevations in items a) through h) below. • see* • • • • 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: • • • .". Datum used for building elevations must be the same as that used for the BFE. • • • •" "• • • • • Cboc�.tlae measurement useQ.• • a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7. 2 _"® feet , . willers • b) Top of the next higher floor 10 45 ••• feet peters ..: c) Bottom of the lowest horizontal structural member (V Zones only) N7A. • • •M feet [n;fl4ters • d) Attached garage (top of slab) NSA. • is �eet p meters • • e) Lowest elevation of machinery or equipment servicing the building 8 55 .0000 feet meters ;.. ' (Describe type of equipment and location in Comments) 7.0 .. • • • • f) Lowest adjacent (finished) grade next to building (LAG) ❑x feet ❑ m8ttrs g) Highest adjacent (finished) grade next to building (HAG) 9.0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA. ❑x feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑ Check here if attachments. Certifiers Name License Number ORIA JANNET SUAREZ 6781 Title P.S.M. Place Company Name J BONFILL & ASSOCIATES, INC Seal Here Address 7100 SW 99th AVENUE, SUITE 104 City State ZIP Code MIAMI Florida 33173 Signature Date Telephone 03/02/2017 (305) 598-8383 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C2(a) Crawlspace Elev.= 7.2 FEET C2(b) Living Area Elev.= 10.45 FEET C2(e) A/C Elev.= 8.55 FEET Crown of Road Elev.= 9.72 FEET Horizontal Collection Method (Latitude & Longitude) using Global Positioning System(GPS) device. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form rage 2 or 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10125 BISCAYNE BOULEVARD City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, • • •' . crawlspace, or enclosure) is El feet El meters 0 above or El below the HAX3.' b) Top of bottom floor (including basement, • • • • • •. crawlspace, or enclosure) is ❑ feet ❑ meters Qabmm or ( below the LA>; ' E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (seep qps 1-2 oL Instryctions),: the next higher floor (elevation C2.b in 0 0 • • • • •' ... the diagrams) of the building is ❑ feet ❑ meters ❑'above or [lbelow the HAP,; E3. Attached garage (top of slab) is ❑feet El meters D-eib"e or ❑ FICA the HAG" E4. To of platform of machine and/orequipment : 0 0 • • : • P..P machinery... servicing the building is ❑ feet ❑ meters [� above or ❑VMMfhe HAQ. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordan"wittt the cdfr"gnit's ' floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10125 BISCAYNE BOULEVARD City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) • • • • ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued ar oommu pity --issued BFE) G2 or Zone AO. • following information G4—G10) is for community floodplain management pt#rpe_",sP. • :.. G3. ❑ The (Items provided G4. Permit Number G5. Date Permit Issued G6. Date Car e of • • • • /CSc Compliance cuparicysi: sued • • • .... % G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement : . . • • • G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters Datum • • • of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10125 BISCAYNE BOULEVARD City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. a �Y 600 0.016 eve e >" f • • • f • • • • • • • P" •F' .ti'+ Photo One Photo One Caption Front view 03/02/2017 �r Photo Two Photo Two Caption Rear view 03/02/2017 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form rage 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10125 BISCAYNE BOULEVARD City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View" and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. iwwl •s• • •• •• •••• ••• Photo One Photo One Caption Left Side view 03/02/2017 N Ita = ih I sm u Photo Two Photo Two Caption Right Side view 03/02/2017 FEMA Form 086-0-33 (7/15) Replaces all previous editions. r-""" FQyV " "'