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BPP-16-2957 (2) porgy N 4-1 - X57 Miami Shores a Villag mum * FdoWMft �M(,>o"0t TUbs ' Petf?f 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ti de Phone: (305)795-2204 Pent 51`0604, �tpOROVED RIAS' »> tssu :111171Q Expiration: 05/16/2017 Project Address Parcel Number Applicant 1411 NE 101 Street 1132050240300 JEFFREY S BECK Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JEFFREY S BECK 1411 NE 101 Street (646)235-8637 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 ESSIG POOLS INC 305-949-0000 m _ __., ... _....._. ..... Total Sq Feet: 664 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fence Date Denied: Final Type of Work:Swimming Pool Occupancy:Private Pool Deck Additional Info:NEW SWIMMING POOL&PAVER DECK Bond Return: Wall Steel Classification:Residential Scanning:6 Review Planning Review Structural Review Mechanical Review Plumbing Review Building Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CF $1e.00 Invoice# BPP-10-16-61842 CCF Fee $50.00 11/17/2016 Check#:301060 $ 1,573.00 $50.00 DBPR Fee $13.50 10/31/2016 Check#:300980 $50.00 $0.00 DCA Fee $13.50 Bond#:3251 Education Surcharge $6.00 Permit Fee $900.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $18.00 Technology Fee $24.00 Total: $1,623.00 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F nze the above-named contractor to do the work stated. November 17, 2016 Authorize i ner / A nt / ctor / Agent Date Building Department Copy November 17,2016 1 " _ Permrt 7,77 rr Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 :? WO* #a5iWlto( tlie Phone: (305)795-2204 �rrl � l1 "'AR( EC lsstt t3ate:.11117/20't6 Expiration: 05/16/2017 Project Address Parcel Number Applicant 1411 NE 101 Street 1132050240300 JEFFREY S BECK Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JEFFREY S BECK 1411 NE 101 Street (646)235-8637 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 ESSIG POOLS INC 305-949-0000 _. _. _.. _.... Total Sq Feet: 664 Type of Work:PIPING FOR NEW POOL Available Inspections: Type of Piping: Inspection Type: Additional Info:PIPING FOR NEW POOL Main Drain Bond Return: Final Classification:Residential Scanning: 1 Rough Review Plumbing Fees Due Amount Pay Date Pay Type Amt Pa]AD CCF $1.20 DBPR Fee InVO1Ce# PL-10-16-61844 $3.38 10/31/2016 Check#:300980 $50.00 DCA Fee $3.38 Education Surcharge $0.40 11/17/2016 Check#:301060 $ 187.96 Permit Fee $225.00 Scanning Fee $3.00 Technology Fee $1.60 Total: $237.96 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. November 17, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 17,2016 1 16-29 Miami Shores Villa e g i�/t `��,°l A* b, -Residential 10050 N.E.2nd Avenue NE � Wgrk 00$0700 on-Pool neater Miami Shores,FL 33138-0000 pBm#lt �� ED Phone: (305)795-2204 'Issue Date:'I1M712©16 Expiration: 05/16/2017 Project Address Parcel Number Applicant 1411 NE 101 Street 1132050240300 Miami Shores, FL 33138- Block: Lot: JEFFREY S BECK Ej Owner Information Address Phone Cell JEFFREY S BECK 1411 NE 101 Street (646)235-8637 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,500.00 ESSIG POOLS INC 305-949-0000 .. Total Sq Feet: 664 Tons: Available Inspections: Additional Info:POOL HEATER Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work:POOL HEATER Scanning:1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee $2.0o Invoke# MC-10-16-61845 DCA Fee $2.00 11/17/2016 Check#:301060 $85.90 $50.00 Education Surcharge $0.80 10/31/2016 Check#:300980 $50.00 $0.00 Permit Fee $122.50 Scanning Fee $3.00 Technology Fee $3.20 Total: $135.90 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. November 17,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 17,2016 1 Jpzw esij91s c,� Miami Shores Village IN 7jit#Ieentli = 10050 N.E.2nd Avenue NE .,.. .. Cta�catlon_Pool-PrIvate Miami Shores,FL 33138-0000 Phone: (305)7952204 StsliS;,APPRO E ;:a�. � 7r� E 11I1712t#' 6. Expiration: 05/16/2017 Project Address Parcel Number Applicant 1411 NE 101 Street 1132050240300 Miami Shores, FL 33138- Block: Lot: JEFFREY S BECK Owner Information Address Phone Cell JEFFREY S BECK 1411 NE 101 Street (646)235-8637 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 SHINE ELECTRICAL ENGINEERING (305)688-2000 Total Sq Feet: 664 Type of Work:ELECTRIC FOR NEW POOL Available Inspections: Additional Info:ELECTRIC FOR NEW POOL Inspection Type: Classification:Residential Final Scanning:1 Light Niche Bonding Review Electrical Alarms Fees Due Am]$300.00 Pay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# EL-10-16-61843 11/17/2016 Check#:301060 $265.20 $50.00 DCA Fee Education Surcharge 10/31/2016 Check#:300980 $50.00 $0.00 Permit Fee-Additions/Alterations Scanning Fee Technology Fee Total: $3 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. November 17, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 17,2016 1 G Miami Shores Village OCT 3 1.2016 Building Department 41 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:—IPA Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 � EBC 2014 BUILDING Master Permit No. (b PP it)—I)o 215,4 PERMIT APPLICATION sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 4' 1 1 N)E- I Q I S-r City: Miami Shores Countv: Miami Dade Zip: FoiiolParcei#: I I- 32 GLS- CD 2.4 -—DE> 0�=) is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Jc--- Phone#: 6-4J(10 E3 C-'j-7 Address: �" I ` Imo) 1 0 L '5>1- City: TCity: M i rry,i YG 5 State: FL- Zip: 3 3 1 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ESSIG POOLS, INC Phone#: 305-949-0000 Address: 1800 NE 151 ST City: NORTH MIAMI State: FL Zlp: 331625 Qualifier Name: DANIEL ESSIG Phone#: 305-949-0000 State Certification or Registration#: CPC052505 Certificate of Competency#: DESIGNER:Architect/Engineer: PF V-- I �s-9�� e c"' ^ Phone#: -7 Cf Z35 Z4 3 S Address:IR3 7 5 -1— Si-J 2,=>C� L� t I r�ca State: -F—L-Zip: 3� I S71 Value of Work for this Permit:$ 30, a Square/Linear Footage of Work: Co Co 11- Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: "41" 9 12 �� ®t ✓� ��/ r zA C c_ Specify color of color thru tile: Submittal Fee$ Z A� d Permit Fee$ ® CCF$ I Co/CC$ 5 10 Scanning Fee$ (9 % ,gI Radon Fee$ 21 •`5 DBPR$ 1-2> • Notary$ Technology Fee$ Zu Training/Education Fee$ ,.0 Double Fee$ Structural Reviews$ Bond$ 5700 TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this II .� day of 20 t `P ,by Z��day of r ,20 I QF ,by __,who is personally known to DANIEL ESSIG ,who is personally known to me or who has produced,FL-_ L ie-e.-tscas me or who has produced as identification and who did take an oath. identification and who did take an NOTA%Y PUBLIC: NO A Y PUBO VORLE�y ill.HERNaRID EZ ff``r -; e;= tJl'CuMMl�SION#F-p S Si .9;. ;, E t 221oa ;•• e ember 27,2017 Print: Printf onda�Thru'JofaryPublicUndenv,�;ers OR!F"I"•`r! HFRNANDEZ I Seal Jb ce: 1T ,;sl Pf„cnv:111j;; r !�L J I I: i.:XPIHES:-eptember 27 2017 Bonded Thru Notary Public UnderwMers tl�ekikek�kekr#aksk+kskakekskekakak�ok�kgask9�ekek8�ak�kakekak�kokokakek aksk �,k�yk�Q�akaksk=kakac�k�kakA��k�ks�skahh�kikak9kskskskahhskd�ekikekakd<�kak�kr%rkakakskeksk�k�kak�kakrksk�k��k&skdesi:ge.kikdkakak�ksk APPROVED BY r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 7450 Griffin Road#140 Davie,Fl.33314 Tel:954-584-6115 • Fax:954-581-2415 E-mail:Rcoletto(alsoilprobe.net Soilprobe .qgemixmg Testing, Inc. December 20,2016 J.L.0 Enterprises,Inc. bVP 3320 NW 69"St. Miami, FL 33141 RE: Pile installation certification Proposed Pool 1411 NE 101" St. Miami Shores, FL This is to certify that on December 13,2016 a representative of this office monitored the installation of twelve (12) 3"OD and schedule 80 Brackett brand steel helix piers at the referenced site. The piles were installed at location staked in the field by the owner's representative to depths ranging from 17 to 39 feet below existing grade as shown in the attached pile log and location sketch. We further certify that our authorized representative observed the piles installation operation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor and in accordance with the approved manufacturer specifications and Florida Building Code. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 12 tons(24 Kips)as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilprob Engineering& Testing,Inc. Pau na, PE. R g. o 37334 Cc: City of Miami Shores,FL Essig Enc. Pile Log,Location Sketch Engineering is the essence • • • • • • • • • • • • • • • • • • • • • of science and technology SOILPROBE ENGINEERING TESTING, INC. 3" Helix Piers Installation Log PROJECT: PROPOSED POOL Contractor: ESSIG Load Bearing(tons) Logged By: KEVIN M 12 comp 5 tension 3 " 0.D. Schedule 80 Pipe SOILPROBE ENGINEERING ADDRESS: 1411 NE 101 St &TESTING,INC. Misc.Info: Engineers Sign and Seal. CITY: Miami Shores, FL Field Notes: TYP e of Specified Installed Number&Size of Date: Dec 13,2016 Pile I.D. Pier(in Torque Torque Penetration(ft) Kips Notes ) (Ft.Lbs.) (Ft_Lbs.) Helices 1 1 3 5333 5500 29 1011, 1211, 14" 24 2 2 3 5333 5500 34 10", 12", 14" 24 3 3 3 5333 5500 39 1011, 12", 14" 24 4 4 3 5333 5500 28 10",12", 14" 24 5 5 3 5333 5500 17 10", 1211,14" 24 6 6 3 5333 5500 24 1011, 12", 14" 24 7 7 3 5333 5500 28 10", 1211, 14" 24 8 8 3 5333 5500 31 1011, 12", 14" 24 9 9 3 5333 5500 30 10",1211, 1411 24 10 10 3 5333 5500 35 1011,1211, 1411 24 11 11 3 5333 5500 32 1011,1211, 14" 24 12 12 3 5333 5500 32 10",1211, 14" 24 13 14 15 16 17 18 19 20 Pag.:1/1 Ad6L— lie E 0 BA AT Inc,V I k AOL 194I3AXgll1' L--J I 6; SLA-B REINFORCEMENT SOILPROBE ENGINEERING AND TESTING JLU Enterprises,Inc. Pile Location Sketch 7450 Griffin Road#140 1411 NE 101th St. Davie,FL 33314 Miami Shores,FL Tel. (954)584-6115 Fax.(954)581-2415 r .�-..� OFFICE CSF THE PROPERTY APPRAISER Summary Report Generated On : 10/17/2016 Property Information Folio: 11-3205-024-0300 Property Address: 1411 NE 101 ST "IN � Miami Shores,FL 33138-2612 rn Owner JEFFREY S BECK IK ELVIA A BECK 5 ISLAND AVE#10D Mailing Address j MIAMI BEACH, FL 33139 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ r` 01 Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 F �'� Living Units 1 Actual Area 2,734 Sq.Ft ' - W= Living Area 2,118 Sq.Ft Adjusted Area 2,423 Sq.Ft Taxable Value Information Lot Size 12,928.73 Sq.Ft 2016 2015 2014 Year Built 1955 County Exemption Value $0 $50,000 $50,000 Assessment Information Taxable Value 1 $604,021 $365,930 $362,629 Year 2016 2015 2014 School Board Land Value $432,913 $394,473 $348,710 Exemption Value $0 $25,000 $25,000 Building Value $168,641 $170,046 $167,017 Taxable Value $604,021 $390,930 $387,629 XF Value $2,467 $2,002 $2,007 City Market Value $604,021 $566,521 $517,734 Exemption Value $0 $50,000 $50,000 Assessed Value $604,021 $415,930 $412,629 Taxable Value $604,021 $365,930 $362,629 Regional Benefits Information Exemption Value $0 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value $604,021 $365,930 $362,629 Save Our Homes Assessment Cap Reduction $150,591 $105,105 Sales Information Homestead Exemption $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 $25,000 11/23/2015 $750,000 29879-3985 Qual by exam of deed Note: Not all benefits are applicable to all Taxable Values(i.e.County, 09/22/2012 $550,000 28384-4319 Qual by exam of deed School Board,City, Regional). 07/01/1987 $130,000 13362-3072 Sales which are qualified Short Legal Description 08/01/1972 1 $66,000 00000-00000 Sales which are qualified 5 53 42 PB 56-86 MIAMI SHORES BAY PK ESTS AMD LOT 13 BILK 3 LOT SIZE IRREGULAR OR 13362-3072 0787 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-284330 Permit Number: BPP-10-16-2957 Inspection Date: June 21, 2017 Permit Type: Pools/ Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: BECK,JEFFREY S Work Classification: New Job Address: 1411 NE 101 Street Miami Shores, FL 33138- Phone Number (646)235-8637 Parcel Number 1132050240300 Project: <NONE> Contractor: ESSIG POOLS INC Phone: 305-949-0000 Building Department Comments NEW SWIMMING POOL& PAVER DECK Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ` CREATED AS REINSPECTION FOR INSP-284091. DOES NOT HAVE REQUIRED 10 FT SETBACK BETWEEN SIDE PROPERTY LINE AND DECK Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 21,2017 Page 1 of 1 Tj2 ...,-, Ar.— ro-mmn•, >" Mismi Shores NE iO'd`I Country Club NF -� ME LAND 00 NF r . M NlgHth St ��77(♦ee;9e i Cip. IQ NE"!h St +"'^ L BLOCK 3 M y' v,100D FENCE p — cu �- F.I.P a r N82'15'13"E 60��P��M) 0 i�� 10 10 0.48' 2D 25 r LOT 2 RECEIVED d• \ `)\ L BLOCK 3 pp0� W JUN 212011 es `� ` W F i ` r LLI \ — oal ¢ W to Z 0.48' Clis OCK UjWOOD '1 Or p W P i DECK l 6' `� (7 p �"j Q s � Z Vr W 1 3' PP PP 10 0.13' 37.56' iU j fi Z p 19 04 Q m U3 W Z !al Y L ( ONE STORY z U) Iii C.B.S. 6' 14 LOT 3 a of j�� RESIDENCE Aft T' C in #1411 BLOCK 3SNI In Z Oloot Cn req P"�R N 2 30 o 1 z Py 0.13' 10.03' 23.41' 4• �/ / F1.P�� / � M / / dl' 5• b F.LP.1/2" R_5g8 66� P.C. _ F.I.P.1/2 t0.0 18, N I o.o ASPHALT H�_OFE W AY 19 1 AL R1G � N Accepted By: Property Address: Notes: NO NOTES 1411 N.E. 101 Street Miami Shores, FLORIDA 33138 SURVEYOWSCERTVIlOAMM aHrs y THATTHISSOUNDARYSURVEYISATRUEAND UNDER CORRECT TOoMYDOECTIWN.rH�cOet M.E. Land Surveying, y wtrH THE MINIMUM TEG FORTH BYTHE STATE(IF FLORIDA BOARD 10665 SW 190th Street - PROFESSIONAl.LAND SURNE4 }f� n THROUGH GI r1 FLORIDA AMINIFFIRATIVECODE Suite 3110 SIGNED d CL m FOR THE FIRM Miami, FL 33157 ME LAND EF R 'IN LO FLOR A e Phone: (305)740-3319 STATE OF FL `� P.S.M. No.6792 Fax: (305)669-3190 NOT VAL D WITHOUT AMND AUTH tC SIGNATUREAND AUTHENTICATED LB#: 7989 ELECTRONIC SEAL AN WOR THIS MAP 18 NOT VALm WITHOUT THE SONATURE AND THE ORIGINAL RAISED SM OF A LICENSED SURVEYOR AND MAPPER. Survev#:B-28772 Client File#: Page 1 of 2 Not valid without all oaees Surveyors Legend PROPERTY UNE STRUCTURE FND FOUND IRON PIPE / B.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES CONC. BLOCK WALL PIN AS NOTED ON PLAT iv CENTRAL ANGLE OR DELTA U.P. UTILITY POLE —x—x— CHAIN-UNK FENCE OR WIRE FENCE LB# LICENSE # - BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOK --/i--/i— WOOD FENCE LSO LICENSE # - SURVEYOR RAD, RADS FIE SEP. SEPTIC TANK IRON FENCE CALC CALCULATED POINT N.R. NON RADIAN D.C. DRAINFIELO EASEMENT SET SET PIN TYP, TYPIC A/C AIR CONDITIONER -— CENTER UNE A CONTROL POINT I.R. IRON ROD S/W SIDEWALK ® WOOD DECK CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY e BENCHMARK N&O NAIL& DISK SCR, SCREEN OCONCRETE ELEV ELEVATION PK NAIL PARKER-KALON NAIL GAR GARAGE ® ASPHALT P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL ENCLOSURE P.C. POINT OF CURVATURE ® WELL N.T.S. NOT TO SCALE BRICK / TILE - P.R.Y. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR _ WATER P.C.C. POINT OF COMPOUND CURVATURE ® M.N. MANHOLE T.0.8. TOP OF BANK P.R.C. POINT OF REVERSE CURVATURE O.H.L OVERHEAD LINES E.O.W. EDGE OF WATER APPROXIMATE EDGE OF WATER P.O.B. POINT OF BEGINNING TK TRANSFORMER E.O.P EDGE OF PAVEMENT ` P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C.V.G. CONCRETE VALLEY GUTTER COVERED AREA P.C.P. PERMANENT CONTROL POINTBUILDING SETBACK LINE W.Y. WATER METER B.S.L. �o .TREE _, " M FIELD MEASURED P/E POOL EQUIPMENT S.T.L. SURVEY TIE LINE POWER POLE , P PLATTED MEASUREMENT CONC, CONCRETE SLAB CENTER UNE ® CATCH BASIN 0 DEED ESMT EASEMENT R/W RIGHT-OF-WAY C.U.E. COUNTY UTILITY EASEMENT e C CALCULATED D.E. DRAINAGE EASEMENTP.U.E. PUBLIC UTIUTY EASEMENT I.E./E.E. INGRESS / EGRESS EASEMENT LM•E. LAKE OR LANDSCAPE MAINT. ESMT. LB.E. LANDSCAPE BUFFER EASEMENTC.M.ECANAL MAINTENANCE EASEMENT U.E. UTILITY EAS9,MENT R.O.E. ROOF OVERHANG EASEMENT LAE LIMITED ACCESS EASEMENTA.E. ANCHOR EASEMENT Property Address: General Notes: 1.)The Legal Description used to perform this survey was supplied by others. 1411 N.E. 101 Street This survey does not determine or is not to Imply ownership Miami Shores, FLORIDA 3;3138 2•)This survey only shows above ground improvements. Underground utilities,footings,or encroachments are not located on this survey map Flood Information' 3.)If there is a septic tank,well,or drain field on this survey, the location of such items was shown to us by others and the information was not verified. 4.)Examination of the abstract of fitle will have to be made to determine recorded instruments,if any,effect this prop Community Number: 120652 erty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the pi Panel Number: 12086CO306L at Suffix: L 5.)wall ties are done to the face of the wall. 6.)Fence ownership is not determined. Date of Firm Index: 09/11/2009 7.)Bearings referenced to line noted B.R Flood Zone'. AE 6.)Dimensions shown are platted and measured unless otherwise shown. Base FloodElevation' 9 9•)No identification found on property comers unless noted. 10.)Not valid unless sealed with the signing surveyors embossed seal. Date of Field Work: 05/26/2017 11.)Boundary survey means a drawing and/or graphic representation of the survey work performed in the field,caul Date of Completion' 05/30/2017 d be drawn at a shown scale and/or not to scale 12.)Elevations if shown are based upon NGVD 1929 unless otherwise noted 13.)This is a BOUNDARY SURVEY unless otherwise noted. 14.)This survey is exclusive for the use of the parties to whom it is certified.The certifications do not extend to any u nnamed parties. 15.)This survey shall not be used for construction/permitting purposes without written consent from the land surveyor who has signed and sealed this survey. Legal Description: Lot 13, Block 3, REPLAT OF TRACT"A" OF MIAMI SHORES BAY PARK ESTATES, according to the map or plat thereof, as recorded in Plat Book 56, Page(s) 86, of the Public Records of Miami-Dade County, Florida Printing Instructions: Certified To: While viewing the survey in any PDF Reader,select the File Elvia Beck and Jeffrey Beck Drop-down and select"Print".Select a color printer, if available; Self or at least one with 8.5"x 14"(legal)paper. its successors and/or assigns as their interest may appear. Select ALL for Print Range,and the#of copies you would like to print out. Under the"Page Scaling"please make sure you have selected "None". Please copy below for policy preparation purposes only: Do not check the"Auto-rotate and Center"box. This policy does not insure against loss or damage by reason of the following Check the"Choose Paper size by PDF"checkbox,then click OK exceptions:Any rights,easements,interests,or claims which may exist by reason to print. of,or reflected by,the following facts shown on the survey prepared by_ EFRA/N LOPEZ dated 05/30/2017 bearing Job#B-28772: a. NO NOTES M.E. Land Surveying, Inc. - � '�� 10665 SW 190th Street, Suite 3110 Miami, FL 33157 --� ' ME LAND Phone: (305)740-3319ir ME LAND T,- _ • Fax: (305)669-3190 I 1_13* 7989 Survev#:B-28772 Client File#: Paee 2 of 2 Not valid without all vaees Miami shores Village will CFly Building Department ��16 10050 N.E.2nd Avenue OCT8 � � Miami Shores, Florida 33138 Tel: (305) 795. BY: Fax: (305) 756 7 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 in 19- s N E, s t S'r— Miami Shores, FL, and`�Ie affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code 114101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91.(Submit 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). 6666.. A combination of non-dwelling walls and fences(screen enclosure,child fence,QjsQry •;;;;• •••; • fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must speCjN=be type • and location of all non dwelling walls.Florida Building Code, R4101.17.1 6660 6 . ;"": 6696 6666 66 Any combination of protection which incorporates dwelling walls with openings dlregUy.Wto the. 00000 pool perimeter and all windows and doors will be equipped with exit alarms complying with Florii!Wlding :""' 6966:6 Code,R4101.17.1.9(Submit Manufacturer's Specifications). •••••• • Any combination of protection which incorporates dwelling walls with openings directly into thEC 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 filled 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 Section 775.083 F.S.This form must be signed by the ownerlagent d the prim L 777 TRA TOR'S S AND DATE 0 R'S SIGNATURE AND DATE DANIEL ESSIG ONTRACTO 'S A P 7IN OW R'S I AM (PLEASE INI MY�RLENY;,; — ( COVPk1i untled Thru ,, ��' Voiary,weir U'd"r'eters NOT L "IA.H RNAMDEZ MY COMMIT - 0 FF 022108 J EXPIRES:Septem er 27,2017 ndad Thru Nolar° )lit Undervters tars,:^asc.`x::c�":•.�.,r.,r�:s..��aw+rs;.K..ar SAFE POOL ALARM I � I 0000•• � � • • • 0000•• 0000•• 0000 0.00.0 • 0000•• • • • •0000• 0000 • • • • 0000 •• •• 0000• S187D SAFE POOL ALARM •••••• • • •0 0 0. •• •• •06660 0000•• • UPC:014575187011 •••••• • • • • 0 • 000.00 One unit per single entry/opening(and/or with its screen by using the second set of sensors).Can Not be us$d fgr%:windoJ0s0next00•• 0•••• to each other. •• • 0000 • • Magnetic Sensor Entry Alarm *..0 • "Always On"Alarm Protection Adult Pass-Through Auto Reset Button Additional Pass-Through Button For Delayed Entry From Either side Door or Fence High Output-110-115 db Alarm WaterNVeather resistant Housing Intended For Interior or Exterior Use Magnetic Sensor For Additional Door/Screen Door 9V Battery Operation(Not included) Low Battery LED Display Pool Guard Alarm USA Patent No.5,473,310 and 6,727,819 ETL Approved Under UL 2017 Standards Unit Size:4.75 x 1.625 x 1.75" Pcs./20Ft.:9,600 Pcs./40 Ft.:19,680 Pcs./40 Ft.Hq.:22,896 S�OREs D1 mass Bill Miami shores Village Building Department RADA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date `� Z 3 I L-P . Miami Shores Village Building &Zoning Department Attention: Building Official :000:0 1 certify that I am the legal owner of the property described as P3 -4:-c•*��*..M P. `. 0000.. 0000 Osseo. k,=, P K E-sT-s A r,-, �I , located at l 4- 11 1,,-1 P..t Q ► S�r . 0000.. i3!k 3 •••• • 0000 0000 0000. 0000.. 0000. In accordance with Section 33-12(f), Code of Metropolitan Dade County, Icer*thaf r e"e .... • 0.0000 0 understand and agree that the swimming pool to be constructed at the above Adress cannat:. :0000: 0 . . 0000.. be used or filled with water until separate permit has been obtained for an approved tafety;;:'; 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 inspection and use of the pool. Legal Owner t �' - Note:This certification is to be submitted with a swimming pool permit application in duplicate. t $AORIL ff 3ES` -- Miami shores Village sold Im b Building Department �LR`TDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned—IS 4� sire the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida Address: 14 I l 1"J I I o l S-r Whereas,the undersigned owner(s) J -c-CF'( , —I 13c-C-I-- desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)doles)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 looted. :0 •66:0 III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my pr8W s*II fail 0000 • to meet code requirements for pool barriers,we,as owners will immediately install a protectivg grlclojp to 000000 •0 0 0 • meet code requirements and will obtain a permit for such fence. ; IV. That,Ike,as owner(s)hold Miami Shores Village harmless for any negligence or injury that re butt; • m not o � :0 0 0 0• having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the evefit dl is •' ••0:•• 0 . 0000' damaged or removed by any case 00 0.. • 0 0 0 .. .. . ..0..0 NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that hells%I?if 0 0 convey or cause to be conveyed the title to the above property without requiring the successor in title tc abide by al terms amd 0 0 0 0.0:0 conditions set forth herein. 0000.. •• • •.•• • FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant 0*00• ; 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 uccessors,in acx:ordance of said Village then in effect (MER SIGN&PRINT OWNER SING&PRINT Jc (!—r—' . I Hereby Certify that on this day personally appeared before me J e�✓L�-'I ` '� and has produced I D #6zCQ y4.37.8D-3co(i-o as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of C ' I G TARY S L A (Revised 05/2209 -• �:'"^"°�A,,- YORLENY AHERMAN' ER MA'N�',EZ iQMh1SSI0Nq h0MY 22 '56pembel272 01 7 d'� :� +°�'• �7•iry;i?'+rn P:m,., -ylic Undcrv�dl S SgORFs DMiami shores Village .511„ ® Mill Building Department Tom, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 LORIDP' Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF(FLORIDA) COUNTY OF(DADE) The undersigned Afflant, J-r-- g� {z`� � does hereby attest that (Property owner) The attached survey,performed by M • & . L r' i ^�1 �,, �,�.—�,,�°� I �,••:• • • (Name of surveyor's company) For address: S-r *ego 0 •••:•• ...... go Performed on5 ►� (date of survey)is an accurate representation of the e�asting condRi'o>ii�'atid :...00 .. .. . ...... locations of all structures on the property as of this date. •••••• • The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for,the pr(4%?tg0• ,• , without first providing a survey less than seven (7) years old old. The Afflant, as property owner,'fb4ir agree��b' ' remove or obtain permits for any structures which now may east on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such s ctures may affect final inspections as applicable to this or other permits. F r,Affiant say eth naught. Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this ay of t Ce Afflant is_personally known to me, produced v-e-- S as ideation. L—;C i to Revised on 5/22120091 Revised on 6112109 PY'PG' YOR MMI SI HERNAN 221 '`"��'e`•c MY COMMISSION#FF 022108 XPIRES•SEPtemher 27,2017 �� E T!.n tlotr,ri Putdic Undervi�ters Ow, 15 ti<r st fit r i z,., • }- • •••IIs • i t i �-'+ tt' "`. •• •• ••166 ,y; 0i••01 • • 0!000 •W •• • •11.1• • ••0T1f • • 06000* •0090• :.:..../ ••IRI/ •01• • i y } • A heat pump utilizes nature's`free heat'from the air to heat your pool water. Electricity is only needed to transfer that heat,not create it. • Heat pump operation is significantly less expensive than gas or electric heating, making it the most economical,safe and trouble-free way to heat your pool. neiii JLimps U ( cforr' r '-BPI V11 Aqu "I is BY FAR the MOST COST EFFICIENT swimming pool heat pump available, Where. t. u ..r J t AquaCal $6.06 COST PER MILLION BTUs OF HEAT Natural Gas $�7 5Q ••ss•• s••• ...... � Electrical $38.10 ""•' Resistance .••�• • LP Gas ;•$•40J6•...�. *Chart based on$3.00 per gallon LP Cas, • • ••••+• $2,20 per therm.of Natural G ms,1 3C•per kilowatt ••• and a heat pump with C.O.P.ofgW • •••• • • • • + - . AquaCal's complete line of heat pumps are _ _ r� 55 dB HEATWAVE SUPERQU/ETS® r1J = 1 1 = Virtually silent from 10 ft. away f' • AquaCal has been producing • Over 200,000 happy • Setting the standard for excellence quality heat pumps since 1981 customers worldwide in the industry for over 30 years feature thermiN #L cold water • patented counter-flow hot water •• - • • • freon • imperviou hemical corrosion ` 4,Ci - • durability wit out sacrificing pe ty •• • •••• • 006.0• ••••,. •••••• • • • 1 • • • • • • , P .... • 00000• • • • . , • . . 000.0• •• • � • • • • • on-board self diagnostics "' ••"'• g .. •5Q11q ' ...... • microprocessor controlled defrost :IND •. allows operation down to the mid to 16-Wer40s M155 ....;. �•••• X1175 ...... S0166R. . nsu r ter. •, � � * � faW76"f R, • impact resistant xtends swimming`season der any o eat pump on the markt ontinue to heat in freezing temper:cqures to � "minimize heat loss, down to the midtf l' "21IV,0s • cool your pool to a refreshing temperatures • set to heat, cool or autotemp °^ ry herm • • • • • • • • • • SQ110 SQ120 SQ155 SQ175 SQ 16611 BTU • • .••.•• 80/80/80* 100,000 113,000 135,000 143,00e0 • 1-6(" 80/80/63** 93,000 106,000 127,000 1 34,Otb' ' 12CMOb 80/50/63** 63,000 73,000 86,000 90,000 82,000 Coefficient of Performance 6••••* 0••*.: 80/80/80* 6.1 6.1 6.4 6.50•�••� �.5 .7 80/80/63** 5.7 5.7 5.9 6.1" " • 5.3 80/50/63** 4.0 4.0 4.1 4.4 • • 41 Operates down to IF mid to low 40s id to low 40s id to low 40s mid to Iqw 40S mic;t'o'lav7/020s Refrigerant R41 OA 1341 OA R41 OA R41 OA • R4'1tiA� Electrical Heat or Heat&Cool H H H H H&C kW Input 4.8 5.4 6.2 6.4 6.6 Voltage/Hz/Phase 208-230/60/ 208-230/60/1 08-230/60/1 208-230/60/1' 208-230/60/1• Minimum Circuit Ampacity 39.8 41.4 41.4 41.4 41.4 Minimum/Maximum Fuse Size 40/60 50/60 50/60 50/60 50/60 Water Flow Minimum/Maximum(gpm) 30/70 30/70 30/70 30/70 30/70 Physical Weight(lbs) 257 282 293 328 310 Size(lengthxwidthxheight) 37"x34"x41 37"x34"x41" 3 34"x45" 37"x34"x45" 37"x34"x45" Shipping Weight(Ibs) 315 340 55 390 375 Size(lengthxwidthxheight) 40"x36"x46" 40"x36"x46" 4 36"x50" 40"x36"x50" 40"x36"x50" Sound Level Decibels at 10 ft. 55 dB 55 dB 55 dB 55 dB 55 dB �x S? MADE IN USA s � 1 2 3 4 5 6 7 8 NOTES UNLESS OTHERWISESPECIFIED: REVISION TABLE 1.TO BE USED ON THE FOLLOWING UNIT REV. PCA NUMBER/DESCRIPTION CHANGED BY DATE REL-A INITIAL RELEASE RENEEC 9/412009 AND IN COMPLIANCE WITH FLORIDA REL-B 175 WAS 170 RENEEC 3/4/2010 BUILDING CODE 5TH EDITION (2015) REL-C BRING PART&DRAWING REVS TO CURRENT STDS RENEEC 12/10/2015 MECHANICAL SECTION: REL-D I ADDED CURRENT CODE AND REVISED HEAT PUMPS RENEEC 1/26/2016 SQ1 l OR A A SQ120R INDICATES LOCATIONS SQ166R OF ALL BRACKETS SQ175 TO BE USED PER UNIT B B 2X 1/4" x 1-1/2" C c CONCRETE SCREWS #10 x 5/8" 1 ' PAN HEAD, PHIL, The innovativeea er In SST SCREW Pool el Spa Water ; •• ••• Conditioning Equipment AUTOPILOT.SYSTEM • • 273724th St.No. lee a' . •• • • s- «i•e .� St.Petersburg,FL 33713SALT CHLORINE GENFRATORS H U R T CA N E I I ••• ••• LIMSS O-NERVTSE IPEMMED, DESCRIPTION I I BRACKET I I DIMENSIONS ARE IN INCHES.TOLERANCES ARE: DIAGRAM,BKT,HURRICAN E,MTM0070 I D ••• •:• •[)ECIWLS• •AM}O�L?S • D ••• • • i TBD•• • WD • PROJECT ENG:SCF CHKDBY: SCF • •• •• • • • •• •• • MATERIAL INFORMATION CONTAINED IN THIS DWG.NO. 2X DRILL 3/16" PILOT DRAWING IS THE SOLE PROPERTY OF LTMO182 AQUACAL HOLES, 2 00" DP 9NI19 • ••• • • RE ROD CTION IN PAR TOR WHOLE REVISION ••• • WITHOUT WRITTEN PERMISSION OF • • • • • • • • 1:12 A -�- REL-D • D'•• • • • AQUACAL AUTOPILOT,INC.IS PROHIBITED. CAD F LE: 1 2 3 4 •:• :' '; '.' 5•:• ;• •• 6 7 8 I UCI CU ._ ar E 105111 t U0 NF 104th St � NE 103rd$I CIE IDios, i I St N'E 99th # NE 981h Se # ••• 97th Sl loan data X201$G.91, I i I LOT 4 f �f o B3LOCK -�- ro N82°15'22"E 60.58 (P)(M) 0.61, 0.48' •••••• •••• •••••• GENERA TOP • 7" •• •• • ••••w• 15.7 .A •••••• • w• 0.48' �- 21.7b'. > • • • • -10 N 12 a a o •/ Q • • • • • 37.65' AK .o' 10.56 , n • • • ONE STORY 3 RESIDENCE o a` #141! 3 � 20. Asa N 0.13' oa 4 ASPHALT 2a.4r' ! DRIVEWAY \ r°.03, J J 1 P•u2• J a F 1 p.lr2 Z r+7 � j p=0� 5.40 N 9 4' ' 598"66 R� .b o i' a=3 8 b*40 t5' b0' °3Ac99.36 P.c.0--,! I.P.112' a . F.LP,112' N P r - ti AV L_ � ME HA T ,,..�.--�..--'"..-- 101st tAccepted By: ddress: NOt@S: NO NOTES 01 Street es,Florida 33138 ctmr>rcaTmrcl cERTIFYTHAT naSSWIDARYSMVErISATRUE AND CORR L7 M.E.Land Surveying,REARESEIATATION OF A SLR u R r4r DiREcnoN.T}QS cOMJES WITH THE PUNDI At TECKOCAL yi g,Inc. STANDARDS,ASSET �Vt a 'z-BOARD OF PROFESSIONAL LAND SuFwEYORS uv OIAPTER 10665 SW 190th Street 53.17,FLORIDA ADPtID�T>V CGDE" .1T TO 472.027,FLORIDA STATUTES. f}s\��Lt,, Suite 3110 SIGNED 1 FOR THE FIRM Miami,FL 33157 EFRAM Lo Phone:(305)740-3319 STATE OF FL A It P.S.M.No.6792 Fax:(305)669-3190 rear VALD VATHOUT Art c SICd7ATT63E AND AU -0MCATED R.ECTROMC SEAL A1101M Trus MAP Is aur VALID r AND THE ORIGMAL RAISM SEAL CC A uc��SU;Z% raR Ara LB#:7989 rMAPPER ,�. -- . Cnrvev#•R.11911 (Tient File#-RR-1511612 Pave 1 nf9.Not valid withnnt all nsaea Surveyor's Legend PROPERTY LINE STRUCTURE fND FOUND IRON PIPE B.R. BEARING REFERENCE TEL. TELEPHONE FACILITIES , / CONC. BLOCK WALL PIN AS NOTED ON PLAT G CENTRAL ANGLE OR DELTA U.P. UTILITY POLE t —x—x— CHAIN–LINK FENCE OR WIRE FENCE LBd LICENSE # – BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY COX WOOD FENCE LS/ LICENSE / – SURVEYOR RAD. RADIAL TIE SEP. SEPTIC TANK ---«--o-- IRON FENCE CALC CALCULATED POINT N.R. NON RADIAL D.F. DRAINFIELD ------ – EASEMENT SET SET PIN TYP, TYPICAL A/C AIR CONDITIONER — –--- CENTER LINE CONTROL POINT I.R. IRON ROD S/W SIDEWALK WOOD DECK CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY (�! BENCHMARK NSD NAIL S DISK SCR, SCREEN l CONCRETE ELEV ELEVATION PK NAIL PARKER–KALOH NAIL CAR GARAGE ASPHALT P.T. POINT OF TANGENCY D.H. DRILL HOLE ENCL. ENCLOSURE P.C. POINT OF CURVATURE � WELL N.T.S. NOT TO SCALE BRICK / TILE P.R.Y. PERMANENT REFERENCE MONUMENT FIRE HYDRANT F.F. FINNISHED FLOOR P.C.C. POINT OF COMPOUND CURVATURE ® M.H. MANHOLE T.O.B. TOP OF BANK WATER P.R.C. POINT OF REVERSE CURVATUREEDGE OF WATER O.H.L OVERHEAD LINES E.O.W. - -- APPROXIMATE EDGE OF WATER P.O.B. POINT OF BEGINNING TX TRANSFORMER E,O,p EDGE OF PAVEMENT COVERED AREA P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C,v,G, CONCRETE VALLE'r GUTTER "--• P.C.P. PERMANENT CONTROL POINT W.M. WATER METER B.S.L. BUILDING SETBACK LINE TREE M FIELD MEASURED P/E POOL EGUIPMENT S,T,L SURVEY TIE LINE POWER POLE P PLATTED MEASUREMENT CONC. CONCRETE SLAB CENTER LINE CATCH BASIN D DEED ESUT CASEMENT R/W WIGHT–OF–WAY C.U.E. COUNTY UTILITT EASEMENT C CALCULATED D.E. DRAINAGC EASEMENTP.U.E. PUBLIC UPUTY EK EM£NT LE./LE. I°NCG£SS / EC';"e S5 EAsEU07 L.M.E. LAKE OR LANDSCAPE MAINT. ES}AT. LO-C. LANDSCAPE BUFFER EASEMENTC.M.E. CONAL UAGNTENANGE EASEMENT •••••• U.E. UTILITY EASEMENT R.O.E. ROOF OVERHANG EASEE'EHT L.A.E. LIMITED ACCESS EASEM6094 Ji ••�.E A*Ctd05 EFl_E • Property Address: General Notes: so 0• Go *000 00000: 1.)The Legal Description used to perform this survey was supplied by of ers•• • :••••: 1411 N.E. 101 Street This survey does not determine or is not to imply ownership •••••• .• • 8.)This survey only shows above ground improvements. 0000 •• •• •• ••• Miami Shores, Florida 33138 Underground utilities,footings,or encroachments are not located on thisedIM:nap ***so 3.)If there is a septic tank,well,or drain field on this survey, •• •• • •••••• Flood Information: the location of such items was shown to us by others and the information was pot verified. • •' 4.)Examination of the abstract of tide will have to be made to determine:eco?deZ instrupients jf any,ef-,t t trope Community Number: 120652 rty.The lands shown herein were not abstracted for easement or other rgcordeg encumlPlltM?lot sholon on the plat 5.)Wall ties are done to the face of the wall. • • • :0090: Panel Number: 12086C0306L 6.)Fence ownership Is not determined. •• .•':'. Suffix: L 7.)Bearings referenced to line noted B.R •• • Date of Firm Index: 09/11/2009 8.)Dimensions shown are platted and measured unless otherwise shown. Flood Zone: AE 9.)No identification found on property comers unless noted. Base Flood Elevation: 9 10.)Not valid unless sealed with the signing surveyors embossed seal. 11.)Boundary survey means a drawing and/or graphic representation of the survey work performed in the field,could Date of Field Work: 11/05/2015 be drawn at a shown scale and/or not to scale Date of Completion: 11/09/2015 12)Elevations if shown are based upon NGVD 1929 unless otherwise noted 13.)This is a BOUNDARY SURVEY unless otherwise noted. 14.)This survey is exclusive for the use of the parties to whom it is certified.The certifications do not extend to any un named parties. 15.)This survey shall not be used for construction/permitting purposes without written consent from the land surveyor who has signed and sealed this survey. Legal Description: Lot 13, Block 3, Replat of Tract"A"of Miami Shores Bay Park Estates, according to the map or plat thereof, as recorded in Plat Book 56, Page(s) 86, of the Public Records of Miami-Dade County, Florida Printing Instructions: Certified To: While viewing the survey in any PDF Reader, select the File Jeffrey Beck and Elvia Beck Drop-down and select"Print". Select a color printer, if Best Beach Title, LLC available; or at least one with 8.5"x 14" (legal) paper. Fidelity National Title Insurance Company Select ALL for Print Range, and the#of copies you would Best Beach Lending like to print out. its successors and/or assigns as their interest may appear. Under the"Page Scaling"please make sure you have selected "None". Please copy below for policy preparation purposes Do not check the"Auto-rotate and Center" box. only' This policy does not insure against loss or damage by reason of the following Check the"Choose Paper size by PDF"checkbox,then exceptions:Any rights,easements,interests,or claims which may exist by reason click OK to print. of,or reflected by,the following facts shown on the survey prepared by_ EFRAIN LOPEZ dated 11/09/2015 bearing Job#B-11913: a. NO MOTES M.E. u eying, Inc. 10665 SW 190th Street, Suite 3110 Miami, FL 33157 Phone: (305) 740-3319 _ Fax: (305) 669-3190 ; LB#: 7989 Rnmew#•R.1 1911 r.linnt File#•RR-151 1619 Pacer?.nf2 Not valid withnnt all morns Residential Swimming Pool for Kenneth R. Pfeiffer, P.E.. Beck Residence 8754 S.W. 206 Lane 1411 N.E. 101 Street Sutler Bay, Florida 33189 Miami Shores, Florida CONSTANT CALCULATIONS -------------------------------------------------------------------------------- Concrete Strength=3000 psi Steel Modulus=29,000,000 psi Concrete Modulus, Ec= 3137190 psi v(allowable)=2V-Fl Ec=57277 * F I^.5 n=Es/Ec k=n/(n+(Fs/Fc)) j = 1.00-k/3 K=Fc*j*k/2 p=k*Fc/(2*Fs) p=k*Fc/(2*Fs) u=3V F1 Fc= 1350 psi n=9.2 k=0.384 j =0.872 K=226 p=0.0130 u= 164 Fy=60000 psi Fs=20000 psi v(allow)= 110 psi INPUT DATA -------------------------------------------------------------------------------- Pool Depth=6 feet Maximum Pile Spacing=8 feet Minimum Pile Spacing=4 feet Critical Panel Area=32 square feet Drop Panel Area=4 square feet Maximum Slab Cantilever=2 feet ' Walll Thickness=6 inches • 000000 ...... ...... SLAB THICKNESS 000000 .... ...... -------------------------------------------------------------------------------- .• . .... .. .. ..... Slab Thickness,tl = 1.5 x t2 ••• • . . ..... Slab Thickness t2(Drop Panel)=0.375 x L x cube root of 2000/171 .. .. ....:. t =3.936 t2=2.624 •••••• Allow 3 inch cover to top and bottom steel in slab. Minimum Slab Thickness=8.62 inches ;••�;• ••••:. 9 Inch slab required • . .es ...... Author utilizes a standard slab thickness of 10 inches unless it is • required to be greater by calculations. Use 10 inch thick slab. Drop panel thickness shall not be less than 3 inches Try 6 inch thick panel PANEL LOAD AND WALL LOAD -------------------------------------------------------------------------------- W=Wdx62.4+Qx150/ 12 Slab load=530.6 pounds per square foot Panel load= Slab load x Panel area Panel Load= 16979.2 Wall Load=3900.0 Deck Load=0 Contributing Wall Load=(Depth of water x wall thickness x 150#/sq. ft. x length)+any structural deck load Contributing Wall Load=3900.0 pounds Total Panel Load=20879.2 SHEAR CALCULATIONS -------------------------------------------------------------------------------- Check shear at edges where slab and drop panel join: Area of whole panel=32 square feet Area of drop panel=4 square feet Area around drop panel=28 square feet Load on slab only= 18756.8 pounds Assume a depth to steel of 7 v=V/jdb where b=4 x 2 x 12=96 inches v= 15.68 psi<Allowable shear(I 10 psi) Shear at drop panel edge OKAY Check punching shear at pile Perimeter of helical plate=48 inches Circumberence of failure= 12+ 12*tan(45/(360/(2*3.1416)))=68.895315 Total Pile Load=21554.2 pounds Shear at pile fracture=39.8676223 psi • Pile shear is okay ""•• • 0000.. .. 0000 • 000099 0000 .0000. 0000.. , 0000 0000.. MOMENT CALCULATIONS •• 0000 .00000 0 0 • 0000. Mo=0.09 x P1 x L x F(1.00-2C/3 L)squared •• •• •• • 0000.. 0000.. • Where L=length between piles f=factor not to be less than 1 • C=Diameter of pile in feet and W=Panel load • 0000.. F= 1.15 - 14/12/L= 1.00416667 ; -------------------------------------------------------------------------------- The author chooses not to apply any reduction factors in determining the maximum panel moment In addition,the author chooses not to determine moments in the minor direction. The major moments will be applied in it's place -------------------------------------------------------------------------------- fAIW116 Total Panel Moment=0.09 x P1 x L x 1.15 = 14058.7776 Moments as per code shall be proportioned as follows: Maximum negative moment at 50 percent occuring in strip 1 Maximum positive moment at 20 percent occuring in strip I Maximum negative moment at 15 percent occuring in strip 2 Maximum positive moment at 15 percent occuring in strip 2 -------------------------------------------------------------------------------- MOMENT DISTRIBUTION -M1 =0.50 x 14058.7776= 7029.3888 ft.-lbs. +M1 =0.20 x 14058.7776=2811.75552 ft.-lbs. -M2=0.15 x 14058.7776=2108.81664 ft.-lbs. +M2=0.15 x 14058.7776=2108.81664 ft.-lbs. 0000.. -------------------------------------------------------------------------------- 0 •. CALULATE STRIP WIDTHS •• .• Span I =8 feet """ 0000 0000•• . • Span 2=4 feet 0000. •• 0000 Because the author chooses to use the critical dimensions and apply • 0000 0000 0000. them in both directions,the minimum span shall be used. 0 0. 0 0 ..:0.6 Strip 1 =Span 2/2 and Strip 2=Span 2/4 000000 000000 ...... STRIP 1 =24 INCHES """ • • . STRIP 2= 12 INCHES . . 0000.. 0 0..... . 0 0000.. 0 . .. . 0000 -------------------------------------------------------------------------------- . . CALCULATE STRIP STEEL AREA -As 1 = 0.691 INCHES +Asl = 0.276 INCHES -As2= 0.207 INCHES +As2= 0.207 INCHES -------------------------------------------------------------------------------- BAR SPACING Provide#5 bars at 10 inches TOP Provide#4 bars at 10 inches BOTTOM Provide#4 bars at 10 inches TOP Provide#4 bars at 10 inches BOTTOM -------------------------------------------------------------------------------- CANTILEVER SLAB CALCULATONS Maximum Cantilever Moment=2158.08 foot-pounds Area of Steel Required= 0.212 inches Area Provided= 0.360 -------------------------------------------------------------------------------- UPLIFT CALCULATIONS Uplift Moment=(Water Displacement- Slab Weight)x Max. Pile Span(squared)/8 Water Displacement=405.6Pounds Slab Weight= 124.5 pounds Pile Span=8 feet Uplift Moment=26985.6 inch pounds Uplift steel required= 0.06 Uplift steel provided= 0.36 WALL CALCULATIONS -------------------------------------------------------------------------------- Backfill Moment=0.5734 x 100 x(Wd cubed) Backfill Moment= 15747 inch-pounds Water Moment=2 x 62.4 x(Wd cubed) Water Moment= 34273 inch-pounds p=0.2867 x 1 x 100 p=29 psf p"=0.2867 x(Wall Height+ 1)x 100 p"=215.025 psf H=Wall Height* 0+p-/2 H= 793 Pounds :"'•• 0000.. y=Wall Height* (p"+2(0))/(3 * (p+p-)) •• • 0 0 0 0 0• y= 2.42 ft. 0000.. 0000.. Wall Moment=H x y x 12 �e e*� • 0000 0000.. Wall Moment= 23071 inch-pounds ' 000 0000. Live Moment=Wall Moment-Backfill Moment •••... 00 Live Moment= 7324 inch-pounds •• •• 0000.. 0000.. 0000.. Ultimate Moment= 1.7 x Live Moment+ 1.4 x Dead Moment • Ultimate Moment= 1.7 x 7324+ 1.4 x 15747 0 ••••% Ultimate Moment= 34496 inch-pounds 0000 :0900: Wall Steel Area per foot=Ultimate Moment/(0.9 * Fy* (Wall thickness/2)) • Minimum Wall Steel Area per foot=0.21293791 Use#3 bars at 6 inches(0.22 inches ele'lox FL Q A ENGINEERING & TESTING, INC. Phone: (866)781-6889 Wax: (866) 784-8550 www.floiridaenginceringandtesting.com 250 S.W.13a'Avenue Pompano Beach,FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Elvia Beck 1411 N.E. 101st Street Miami Shores, Florida 33138 PREPARED FOR: Proposed Swimming Pool ...... .... ...... 1411 N.E. 101st Street •••:•• Miami Shores, Florida 33138 . . .... .. .. ..... ...... . . ..... .. .. . ...... . . . . ....% PREPARED BY: • • ••••.. .. . Florida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781-6889 ON: August 9, 2016 Qualify QA &asmrance Ice TABLE OF CONTENTS I.) DISCLAIMER H.) COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VII.) LIMITATIONS OF LIABILITY ...... ...... .... ...... DISCLAIMER •••• • .... .. .. ..... . . Our report findings are based on present onsite soil conditions encountered. It is. e1rative that you ° read our reports in their entirety and follow all recommendations as listed. •Faille to ULQ,&.our •••••• recommendations, may result in delays and additional costs due to permitting•agdncies.( IROing :0***: Department, etc.)withholding a Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another engineering firm for further testing and inspections, it is your responsibility to ensure that they provide you with the proper certification in writing, as outlined in our report. FLS A ENGINEERING & TESTING, INC. Phone: (866)781-6889•Fax: (866) 784-8550 www.floxidaenginecringandtesting.com 250 S.W.1.3t6 Avenue Pompano Beach,FL 33069 August 9,2016 Job Order No.: 16-2448 Elvia Beck 1411 N.E. 101st Street Miami Shores,Florida 33138 RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 1411 N.E. 101st Street Miami Shores,Florida 33138 Dear Sir or Madam; Pursuant to your request, Florida Engineering &Testing, Inc., has completed a subsoil investigation on August 4, 2016, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the proposed structure(s) foundation preparation and design. Our recommendations are based on the assumption that the proposed structure(s) are as follows; a standard size gunite swimming pool. . . •••••• ...... .. .:. One (1) SPT boring was performed according to ASTM D-1586 down to a dgpg:pf twenty-Five feel" • (25') below existing ground level (BEGL) (see attached field sketch for locations)••The following is •'•• general condition for the subject site(see attached SPT Test Boring Report(s) for(Whils): •• •' ••;••• ...... . . ..... Depth From To Soil Descriptions • 0' - 5' Tan Sandy Limestone with Some Grayish$row0l Fineanc� 5' - 8' Very Light to Light Gray Slightly Sandy Silt • 8' - 13' Gray Silty Fine Sand with Some Light Brown to Light Gray Sandstone 13' -20' Tan Sandy Limestone with Some Light Brown Fine Sand 20' -25' Light Gray Sandstone with Some Light Gray Fine Sand Groundwater table elevation was measured immediately at the completion of the boring and was found at a depth of five feet six inches (5'6") BEGL. Fluctuation in water levels should be anticipated due to surface runoff, tidal influences, seasonal variations, varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize themselves with site conditions in the event groundwater controls and dewatering is needed. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. . Q �i' Qrialat� ,��j� 0✓lssurnnce Page 2 August 9,2016 Job Order No. 16-2448 FLO A Elvia Beek Proposed Swimming Pool 1411 N.E.101"Street,Miami Shores,Florida 33138: The boring log(s) attached present(s) a detailed description of the soils encountered at the test location(s). 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. Unsuitable silt material was encountered at approximately five feet(5') down to eight feet(8') BEGL. All unsuitable silt material encountered must be removed prior to construction of the proposed pool on a shallow foundation system. This information is intended for foundation analysis only; it is not to be used for excavating, backfilling or pricing estimates. Florida Engineering& Testing,Inc., shall be on-site to monitor the excavation of the silt material to ensure complete removal. Based on our understanding of the proposed structure and the information obtained from our field boring logs;we recommend the following procedures for shallow foundation preparation: Alternative I: Shallow Foundation System (After Excavation of Unsuitable Materials) 1) Locate the pool/spa and deck area, excavate and remove the layer of unsuitable silt material down to clean granular material located at approximately eight feet (8') BEGL under all construction areas plus two feet (2') past the outer perimeter of the structure. To ensureroper :••0 • removal of silt material dewatering the area is recommended. too •••••• 0000 . • • 0000.. 0000 000.0. 2) All excavations shall maintain a minimum of 2 horizontal to 1 vertioat.2:1) ne)t to allo foundations to prevent undermining of existing foundations. If,•tl c.regi)IV4 ••slop®" recommendations cannot be maintained, then shoring of the existing. o�ndation§' i*ay b�'•;••0 .0000 required to prevent undermining. ;••••• •• •• 0000.. • • 3) De-water the bottom of the excavation and compact with a vibratory rdller fo a n!aj;: r of••• • 00 0 0 95% of the A.S.T.M. D-1557 modified proctor method. •00. 0 0.6 4) Backfill to proper pool bottom elevation if needed using a clean granular material placed in lifts not to exceed twelve inches (12") in thickness and compacted as per item 3. 5) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However,in this case,the compacted layers should not exceed six inches (6")in thickness. 6) All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than ten (10)percent fines passing a U.S. Standard No. 200 sieve (0.075mm). In order to ensure that the soils at the bottom of the pool are stabilized.we recommend that a six (6) inch layer of D.O.T. number 57 stone be placed at the bottom of the pool foundation. 7) Representative samples of the on-site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. Page 3 FLoO A August 9,2016 Job Order No. 16-2448REV. Elvia Beck Proposed Swimming Pool 1411 N.E.10V Street,Miami Shores,Florida 33138: 1 I I 8) Verify all densification procedures by taking an adequate number of field density tests in each layer of compacted material. 9) All Geotechnical work shall be performed under the supervision of a Geotechnical Engineer or his authorized representative. I Provided the above foundation recommendations are achieved and verified; it is our opinion that the proposed structure can be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verification of all the above foundation recommendations. If applicable, provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to avoid damaging seawall tiebacks. Alternative II:Deep Foundation System If unsuitable silt material will not be removed completely then a deep foundation system is recommended. Deep foundation systems shall consist of one of the followingalternatives: i411owable Pile Allowable Pile, .' Alter native Approximate Pile Foundation Pile Depth $ize _ Capacity m Tons Capacity iniops sees.. Co ion.., .• i _ �npress�on Tens, sees.. Pin Piles To Refusal 3 Inches 5 Tons 1 Ton sees Type A or B Helical Piles 25'BEGL 3 Inches 15 Tons ..6006 Toni, 0 **see • sees.. sees.. Auger Cast Piles 25'BEGL 14 Inches 30 Tons ;••M Tons •, • e e . sees.. BEGL--Below Existing Ground Level e a• •e 0 J Estimated Lateral Load for a Pile Top Deflection of of less than one(1) inch. The proposed pA8 lefigth is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1 %times the diagonal dimensions of rectangular piles,but in no case less than thirty(30)inches. In the case of the pin or helical piles, a minimum of two (2) piles shall be driven to determine production pile length. Helical piles shall consist of Atlas, Chance,Ingal, or equivalent manufacturer. Helical pile final bearing capacity is determined in the field based on final achieved torque as per proprietary manufacturer specifications and shall be placed under the supervision of our geotechnical engineer to verify achieved bearing capacities. Page.4 August 9,2016 Job Order No. 16-2448 FILO] A Elvia Beck Proposed Swimming Pool 1411 N.E.101'`Street,Miami Shores,Florida 33138: All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. A licensed pile contractor shall be consulted to determine actual pile depth and capacity. All work shall be in accordance with local building code and (if required) coastal zone construction requirements. All work shall be conducted by an experienced Florida Licensed Specialty Piling Contractor. The grout used in the pile installation shall develop a minimum compressive strength of 4,000 PSI at 28 days. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken to prevent excessive vibrations. In the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (i.e.: predrilling, jetting,hydraulic push, etc.) All slabs shall be designed as structural slabs spanning between supports and designed by a Florida Registered Structural Engineer and placed under the supervision of a Geotechnical Engineer to verify compliance with our recommendations. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlement. If applicable,the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to avoid darnl�j gg eawftll tiebacks'•••;• 0006 0 . 0 Regardless of the thoroughness of a Geotechnical exploration there is alwaS6 a possibj ity that•••• conditions may be different from those of the test location(s); therefore Florida.Hngigeering&T�stinj," Inc., does not guarantee any subsoil condition surrounding the bore test hole(s)66:'Vor a mdi'e Wurafe:6 6 666 . . 0000. portrayal of subsurface conditions, the site contractor should perform test pits..'TTe discpvcrq•of any •• site or subsurface conditions during construction which substantially deviate the information in . our subsoil investigation should be reported to us immediately for our evaluAtion.'In aCcepbug this report the client understands that all data from this soil boring report is in4gaa;d for.fq�mdatic6••6 analysis only and is not to be used for excavating,backfilling, or pricing estimates. The sfte.c'oritractor must familiarize themselves with the job site conditions prior to bidding. As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. 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. Page 5 FLQ A August 9,2016 Job Order No. 16-2448 Elvia Beck Proposed Swimming Pool 1411 N.E. 101st Street,Miami Shores,Florida 33138: Florida Engineering& Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help any way we can. It has been a pleasure working with you and look forward to doing so in the near future. Sincerely, OC7 Mark A. Mesiano, P.E. Florida Engineering&Testing,Inc. Florida Reg.No. 48202 Certificate of Authorization No. 6923 466.00 • • • •6.60• 061• • • • • •06• 00 66 •066• • • •00.•4 • . 0 0006 • • •0.66. •• 4• 6 0•060 • • •00.0• • • . 6 6 000.000 60690 • • • • • 6 • SPT Test Boring Report Client: Elvia Beck Hole No: B-1 Project: Proposed Swimming Pool Date: 8/4/16 Address: 1411 N.E. 101St Street Miami Shores, Florida 333138 Location: See Attached Field Sketch Depth HammerN Penetration "N" Value (Ft) Soil Descriptions Blows 10 20 30 40 8 _ 0' -5' Tan Sandy Limestone 9 9 17 _ with Some Grayish Brown Fine 8 10 Sand 9 10 19 6 3 51 - 8' Very Light to Light Gray 2 1 5 — Slightly Sandy Silt 2 1 1 1 2 2 2 8' - 13' Gray Silty Fine Sand 2 3 4 10 with Some Light Brown to Light -- -- Gray Sandstone -- — A 5 7 9 11 16 13' -20' Tan Sandy Limestone __ __ .• with Some Light Brown Fine — Sand __ _ _ 10 12 27 Z 20 15 17 -- -- A — 20' -25' Light Gray Sandstone with Some Light Gray Fine Sand — 15 19 40 • 21 24 � I F--301 Water Level: 5'6" BEGL 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. Mark A. Mesiano,P.E. A=Auger Florida Engineering& Testing,Inc. Ref=Refusal Florida Reg.No. 48202 BEGL=Below Existing Ground Level Certificate of Authorization No. 6923 0=Weight of Hammer LOT 4 SLOCK 3 i_ �r �r B-1 c= - - jb - • • • • ••• -'0. I.S. R. :5 • • • t1 0000•• see* • ••• y� "I 0000•• • • • • • 000000 • • 0000 • 4IF • • • • 4 0000 e —- _., • R7 b +i -- � S r eee• � `mak F +- _ n _ : Field Sketch Not to Scale 1411 N.E. 1013 Street Miami Shores, Florida 33138 bp bin9 nvp 1411 NE 101st St, Miami Shores, FL 33138 c _ NDRM nr<~: Nei Mia y 1 I�gyzgthg p AIE 42St11 arNNE Y2 3tt -T9 is f n t Y, X;3, s ..� �' - 'L�>,'may��• -T ? k �+• t�• PPP r 1 NEe*+St _St Deese ra a8 ,"'TMS ItiEi95thStQRPNIO • • • • •• is •0 • MW St S 'see.: ua D(ifrtY/StT0�4Af MG414i/ —4... 1 11 1+ � G •e*0•• •�•• i s ••• q SltoltEt` Ni St Miami wo ♦• ••• • �;�i••• •• ad — '= •• ••• • '-T.-,-- ""—`-'••,• •• , s • •• 3 4 � At •• • SL '`=-ai..Vr "'j;"' - €•-1 ry�d IQ� T �IpH�TkANDI T L Nw83idSi LdI7iE'e�VEft�_ NfUnd5tai* Y ni _ SIiORfCRl:57. !� r A66 StA PC 4. FL A. GENERAL NOTES * Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s)to be performed after building pad(s)are staked out. • 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. . It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. . It is the client's responsibility to provide adequate safety for the site and personnel. KEY CLASSIFICATIONS & SYMBOLS Correlation of Penetration Resistance Particle Size with Relative Density and Consistency :...:. Boulder ?12iu ...... Cobble 1"hmp •**99• •, Dynamic Cone Standard Gravel 4'?$fi9n-3iit'••• •••••• Penetrometer Penetration Relative Sand WOMAhm-4.761mm :....: (Penetrometer (Hammer Densi Silt 8 Resistance) Blowflim m-®•07� Qm Clay ..W9.5mm :• •. . ..... 0- 10 0- 3 Very Loose •• •• •••••• 10- 25 3- 8 Loose :":': • Sands 25- 45 8- 15 Firm M i � � ��•�� f rs •••••• 45- 75 15-25 Very Firm • • :0000: 75- 120 25-40 Dense 0-5% Slightly SiltyjVfaley • >120 >40 Very Dense 5-30% Silty/Clayey 30-50% Very Silty/Clayey 0- 6 0- 2 Very Soft 0- 2% Very Slight Trace Silts 6- 15 2- 5 Soft 2- 5% Slight Trace & 15- 30 5- 10 Firm 5- 10% Trace 30- 45 10- 15 Stiff 10- 15% Little Clay 45- 90 15-30 Very Stiff 15-30% Some 90- 150 30-50 Hard >30% with Rock Hardness Description Soft Rock core crumbles when handled. Medium Can break core with your hands. Moderately Hard Thin edges of rock core can be broken with fingers. Hard Thin edges of rock core cannot be broken with fingers. Very Hard Rock core rings when struck with a hammer. FILO A LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., are conducted in a manner ANALYSIS AND RECOMMENDATIONS consistent with the level of skill and care ordinarily The Geotechnical report is prepared primarily to aid in the exercised by members of the profession currently practicing design of site work and structural foundations. Although the under similar conditions. No other warranties, expressed or information in the report is expected to be sufficient for implied, are made. While the services of Florida these purposes, it is not intended to determine the cost of Engineering & Testing, Inc., are an integral and valuable construction or to stand alone as construction specifications. part of the design and construction process, we do not In accepting this report the client understands that all data warrant, guarantee, or insure the quality or completeness of from the soil boring is intended for foundation analysis only services or satisfactory performance provided by other and is not to be used for excavating, backfilling or pricing members of the construction process and/or the construction estimates. The site contractor must familiarize themselves plans and specifications which we have not prepared,nor the with the job site conditions. ultimate performance of building site materials. As mutual protection to clients,the public and ourselves, all Report recommendations are based primarily on data from reports are submitted as the confidential property of clients, test borings made at the locations shown on the test boring and authorization for publication of statements, conclusions reports. Soil variations may exist between borings and may not become evident until construction. If variations are then or extracts from or regarding our reports is reserved pending noted, Florida Engineering & Testing, Inc., should be our written approval. contacted so that field conditions can be a-4amined and recommendations revised if x6eces%ary. •••••• SUBSURFACE EXPLORATION The Geotechnical report states our underotaneg as to the. ...... .... .. ... Subsurface exploration is normally accomplished by test location, dimensions, and str000000 0features p0oposed 0f t ie borings. The soil boring log includes sampling information, site. Any significant change .In the n%tune,.desigVex• description of the materials recovered, approximate depths location of the site improvemat,§dust be jgibVpnicatQ4;Q. of boundaries between soil and rock strata and groundwater Florida Engineering&Testing 14q,.so tha4 the Cleotechpi(N.• data. The log represents conditions specifically at the analysis, conclusions, and. can,.bg.. location and time the boring was made. The boundaries appropriately adjusted. :.: . . between different soil strata are indicated at specific depths; ' ' :...:. 0"" however,these depths are in fact approximate and dependent CONSTRUCTION.ViSERVAXIONS ;....; upon the frequency of sampling. The transitions between . . . soil stratum are often gradual. Water level readings are Construction observation and testing is an important element made at the time the boring was performed and can change of Geotechnical services. The Geotechnical Engineer's Field with time, precipitation, canal levels, local well drawdown, Representative (Field Rep.) is the "owner's representative" and other factors. observing the work of the contractor, performing tests, and Regardless of the thoroughness of a Geotechnical reporting data from such tests and observations. The Geotechnical Engineer's Field Representative does not direct exploration there is always a possibility that conditions may the contractor's construction means, methods, operations, or be different from those of the test locations; therefore personnel. The Field Rep. does not interfere with the Florida Engineering& Testing, Inc., does not guarantee any relationship between the owner and the contractor, and subsoil condition surrounding the bore test holes. Fora except as an observer, does not become a substitute owner more accurate portrayal of subsurface conditions, the site on site. The Field Rep. is only collecting data for our contractor should perform tests pits. If different conditions Engineer to review. are encountered, Florida Engineering & Testing, Inc., shall be notified to review the findings and make any The Field Rep. is responsible for his/her safety only,but has recommendations as needed. no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep.does not feel that LABORATORY AND FIELD TESTS the site is offering a safe environment for him/her,the Field Rep.will stop his/her observation/testing until he/she deems Tests are performed in accordance with specific ASTM the site is safe. The Field Rep. is an important member of a Standards unless otherwise indicated. All criteria included team whose responsibility is to observe the test and work in a given ASTM Standard are not always required and being done and report to the owner whether that work is performed. Each test report indicates the measurements and being carried out in general conformance with the plans and determinations actually made. specifications. U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency OMB No.1660-0008 National Flood Insurance Program Expires July 31,2015 Important:Read the Instructions on pages 1-9 SECTION A-PROPERTY INFORMATIONFor Insurance Company Use Al. Building Owner's Name clicy Number Jeffrey Beds and Elvia Beck A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. mpany NAIC Number 1411 N.E.101 Street City State ZIP Code Miami Shores Florida 33138 A3. Property Description(Lot and Block numbers,Tax Parcel Number,Legal Description,etc.) Legal Description is too long for this area,please contact surveyor for long legal description if needed. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,Etc.) residential A5. Lattitude/Longituds:Lat. 2552'05 Long. 8010'10 Horizontal Datum:[I NAD 1927 [Xj NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7. Building Diagram number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2306 Sq.Ft a) Square footage of attached garage 400 Sq.Ft. b) No.of permanent flood openings in the 22 b) No.of permanent flood openings in the 0 crawlspace or endosure(s)within 1.0 foot attached garage within 1.0 foot above above adjacent grade adjacent grade c) Total net area of flood openings in A8.b 2588 Sq.Ft c) Total net area of flood openings in A9.b 0 Sq.FL d) Engineered flood openings? [I Yes [XJ No d) Engineered flood openings? [I Yes [xj No SECTION B-FLOOD INSURANCE RATE MAP FIRM INFORMATION B1.NFIP Community Name&Community Number 82.County Name B3.State 120652 Miami-Dade County Florida B4.Map/Panel B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood Zone(s) B9.Base Flood elevations) Number L 09/11/2009 Effective/Revised Date AE (Zone AO,use base flood 12086CO306L 09/11/2009 depth) 9 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Rem B9. []FIS Profile Pq FIRM []Community Determined []Other(Describe)_ :0 0•:• Bl 1. Indicate elevation datum used for BFE in Item B9 [XJ NGVD 1929 []NAVD 1988 []Other(Describe)_ • • • •••••• B12. Is the building locaed In a Costal Barrier Resources System(CBRS)area or Otherwise protected Area(OPA)?[]Yes&RQ Nom 9000 •• Designation Date N/A []CBRS []OPA ....._ • • ^00000• SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIREDI_.:.. Cl. Building elevations are based on: []Construction Drawings* []Building Under Construction* • Wished Corjstructi$n :•••• *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,ARAE,AR/A1-A30,AR/AH,WAb.Complete ftsnVC2.a-h••;••• below according to the building diagram specified in item AT IN Puerto Rico only,enter meters. 000000 • • so*** Benchmark Utilized Vertical Datum NGVD 1929 000060 i••••• ...... Conversion/Comments N/A • C=ihemeasurement used. •• a)Top of bottom floor(Including basement,crawlspace,or enclosure floor) 5.95 [A Feet • [J:Vb*4• •••••• b)Top of the next highest floor 8.58 [A Feet•• []Meters �••••� c)Bottom of the lowest horizontal structural member(V Zones only) N/A [X).Fwl • []meiam • • d)Attachad Garage(top of slab) 6.42 [X]Feet [Iwripts ; e)Lowest elevation of machinery or equipment servicing the building 6.14 [X]Feet []meters (Describe type of equipment and location in Comments) f)Lowest adjacent(finished)grade next to building(LAG) 5.73 [X]Feet []meters g)Highest adjacent(finished)grade next to building(HAG) 5.95 [X]Feet [J meters h)Lowast adjacent grade at lowest elevation of deck or stairs including structural support N/A [X]Feet []meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor.engineer,or architect authorized by lava to certify elevation infamatian.I cw*that the irearmatian an this Certitate represents my best eAarfs to finherpret the dale ayar/sWe I understand Many false st memeet may be puorslable by fine or enprisarunent trader 18 U.S-Cade.SecWn 1001. E Check here d comments are wvAded an back cf fam. Were Latitude and langtude m Section A proAded by a ❑ Check here if attachments Ucensed land sarvayon E Yes ❑ No ,fit+•e. Certmefs Name EFRAIN LOPEZ License Nwnber 6792 s ,. mut o T%O1=E SURVEYOR 8 b1APPERCompatry Name t19E LANG SURVEYINt3 AOMM SW 190 T SUITE 3110 City MIAAAI SWe ZIP CO%157 .rte Signature 6=A11 N Date,1/09120 15 Telephone 740-3319 FEMA Form 0-86-0-33(7/12) See reverse side for continuation Replaces all previous editions 1 of 4 Best Beach Title,LLC-Elevation Certificate IMPORTANT:In these spaces,copy the corresponding information from Section A. or Insurance Company Use Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. pllcy Number 1411 N.E.101 Street City State ZIP Code ompany NAIC Number Miami Shores Florida 33'138 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LATITUDE LONGTITUDE PER GOOGLE,ATTACHMENTS=BUILDING PICTURES C2E=AC UNIT Signature Date [X]Check here if attachments 11/09/2015 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 E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C.For Items E1-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 N/A [X]Feet []Meters [X]Above or []Below the HAG b) Top of bottom floor(including basement,crawispace,or enclosure)is N/A [X]Feet []Meters [X]Above or []Below the LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of instructions),the next higher floor (elevation C2.b in the diagrams)of the building is N/A [X]Feet []Meters [X]Above or []Below the HAG E3. Attached garage(top of slab)is N/A [X]Feet =Meters [X]Above or []Below the HAG E4. Top of platform of machinery and/or equipment servicing the building is N/A [)qFeet []Meters [X]Above or []Below the HAG E5. Zone AO only.If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?[]Yes []No [X]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 Section 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,abd E are correct to the best of my knowledge. • • Property Owner's or Owner's Authorized Representative's Name • • • •••••• Address City State ZIP Code • • • 0000•• 0000 0000•• • Signature Date Telephone ••••• _0000_ _• _ • • • Comments 0000 •• •• 0000• • • 0000•• • • 0000• • • •0.000 _0000 SECTION G-COMMUNITY INFORMATION(OPTIONAL) ____ •• The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance c9h cor%pl Otte Sections A,B,C(or E)j•0 0 0 and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check measurement used in items G8-G10.In Puerto enter meters.. • 0 0••0 0 :Goof: G1. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or • 0 architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Copeentg area below.) G2. [] A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. [] The following information(Items G4-G8)is provided for community floodplain management purposes. 4.Permit Number 5.Date Permit Issued6.Date Certificate Of Complicance/Occupancy Issued G7. This permit has been issued for. []New Construction []Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: [X]Feet []Meters Datum_ G9. BFE or(in Zone AO)depth of flooding at the building site: [X]Feet []Meters Datum G10. Community's design flood elevation [X]Feet []Meters Datum_ Local Official's Name Title Community Name Telephone Signature Date Comments []Check here if attachments. FEMA Form 0-86-0-33(7/12) Replaces all previous editions 2 of 4 Beat Beach Title,LLC-Elevation Certificate Building Photographs Continuation Page or Insurance Company Use Building Street Addres(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. olicy Number 1411 N.E.101 Street City State ZIP Code ompany 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". O LL 0000•• • • • i 0.00 00.000 •�� _ • • • m^ 0000•• 00 •• •• 00600 • • • • •0••• L •00000 • 000co 0 0•• • • • •••••i _ 0000•• �.. ..-..... •• • 0000 • • •• • Y.Ir [✓Y..A.. � i .4 j 4�•. �. VG.si nv7 3 of 4 Best Beach Title,LLC-Elevation Certificate Building Photographs Continuation Page or Insurance Company Use Building Street Addres(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 3olicy Number 1411 N.E.101 Street City State ZIP Code ompany 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". i 10 •= 4— W � •••00t • • • 000.0• •• • t006 • • • • (W\ 0.00•• 0.000000 a0 0.00•• • ...... .••. • . . • 0000 00 •• •••0• 00.00• .. .. . . ..... �J , . 0000•• . ...... 0 r • .—_ ti • • • 0000•• 0• • s: 4of4 Best Beach Title,LLC-Elevation Certificate