The URL can be used to link to this page

EL-18-1135Permit No. EL -4-18-1135 Permit Type: Electrical - Residential o Work Classification: Pool - Private Permit Status: APPROVED issue Date: 611812018 1 Expiration: 17/15/2018 rrojec[ Aaaress Parcel Number Applicant 1199 NE 92 Street 1132050270330 Miami Shores, FL Block: Lot: REY WHITEHORN Owner Information Address REY WHITEHORN 1199 NE 92 Street MIAMI SHORES FL 33138- 1199 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone INDUSTRIAL ELECTRICAL SYSTEM C of Work: ELECTRICAL POOL itional Info: ELECTRICAL POOL ssification: Residential nning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $4.50 $3.00 $0.20 $300.00 $3.00 $0.80 $312.10 (954)612-8850 Valuation: $ 600.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -4-18-67346 04/30/2018 Credit Card $ 50.00 $ 262.10 06/18/2018 Credit Card $ 262.10 $ 0.00 AVa1laDle Inspection Type: Final Light Niche Bonding Review Electrical Alarms 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 zonir l�AVtbeermore, I authorize the above-named contractor to do the work stated. June 18, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 18, 2018 Miami Shores Village 10050 N.E. 2nd Avenue NE . ..... Miami Shores, FL 33138-0000 y�fpf Phone: (305)795-2204 �tORlop' Permit No. EL -4-18-1135 Permit Type: Electrical - Residential o Work Classification: Pool - Private Permit Status: APPROVED issue Date: 611812018 1 Expiration: 17/15/2018 rrojec[ Aaaress Parcel Number Applicant 1199 NE 92 Street 1132050270330 Miami Shores, FL Block: Lot: REY WHITEHORN Owner Information Address REY WHITEHORN 1199 NE 92 Street MIAMI SHORES FL 33138- 1199 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone INDUSTRIAL ELECTRICAL SYSTEM C of Work: ELECTRICAL POOL itional Info: ELECTRICAL POOL ssification: Residential nning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $4.50 $3.00 $0.20 $300.00 $3.00 $0.80 $312.10 (954)612-8850 Valuation: $ 600.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -4-18-67346 04/30/2018 Credit Card $ 50.00 $ 262.10 06/18/2018 Credit Card $ 262.10 $ 0.00 AVa1laDle Inspection Type: Final Light Niche Bonding Review Electrical Alarms 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 zonir l�AVtbeermore, I authorize the above-named contractor to do the work stated. June 18, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 18, 2018 BUILDING PERMIT APPLICATION ❑ BUILDING EXELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No.p 4 Sub Permit No. �L' 4' (.5S ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I �q)_ 14 & CA- r?_ City: Miami Shores County: Miami Dade Zip: �313g Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C�T�� Phone#: Address: wo— e: 91 t� q City: TIl�'14 iJ�y State: l Zip: c3b�� Tenant/Lessee Name: Email Phone#: CONTRACTOR: Company Name: V__N(30!4v121 OCCAVC21 tMr� Phone#: Address: ILL W fsk� �3 (A City: Mk aw1A`�,, State: Zip: J3 Qualifier Name: lA(`.— Phone#: State Certification or Registration #: C Gt?) OOV-K2�, Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ECt1r1C'a� py0� Specify color of color thru tile: Submittal Fee $ tlPermit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ CCF $ rn CO/CC $ . DBPR $ ; V Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 0)G� • i Bonding Camp�ny's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zi 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 N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureT Signature G 'V 10-\ OWNER or AGENT The foregoing instrument was acknowledged before me this 2� day of P� h ( 20 by 1t��1i� e�wrv� who is personally known to me or who has produced LL liM --,-c as identification and who did take an oath. NOTARY PUBLIC: Sign: CONTRACTOR The foregoing instrument was acknowledged before me this �1 day of �'►^� 20 0 by CUYQt-g who is personally known to me or who has produced LI -CA -t -%-f- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �QC�rV1C � (.�) Print: 1 tVP— Seal: Seal: NADINE AWA3 ;:lY: %, NAt�'�! MY COMMISSION k GG090407 *: MY C04'.:.;s` -090407 APPROVED BY ,off V /9 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) E rFp O i * 0.62531 �u TA u OF o0 `moi F �ORIOP-'N "Z� ��lNAL ENG`� Vicente Fili�clo P.E. LIC. No. 62561 8690 NW 109 CT MIAMI, FL 33178 . . .... ...... STRUCTURAL CALCULATION.:::: .... PROPOSED NEW POOL "" " " ' •' • • ...... .... ..... .... .... ...... . . . . ...... 1199 NE 92 STREET MIAMI SHORE , FL.33138 E rFp O i * 0.62531 �u TA u OF o0 `moi F �ORIOP-'N "Z� ��lNAL ENG`� Vicente Fili�clo P.E. LIC. No. 62561 8690 NW 109 CT MIAMI, FL 33178 TABLE OF CONTENT • ...... .... ...... .... .. .. ..... CHECK PILE CAPACITY I .... ..... ............................................................ .. .. .... ...... CHECK PUNCHING SHEAR 2. .................................................. .... ...... • • . BOTTOMSLAB 3 - .............................................................................. • • • INTERIOR SLAB BAND DESIGN ....................................................... 5 EXTERIOR SLAB BAND DESIGN ..................................................... 7 CONCRETE WALL.......................................................................... 9 Vicente Franco P.E. CHECK NEW HELICAL PILE CAPACITY POOL POOL HEIGHT: h = 5; FT BOTTOM SLAB THICKNESS = I 12• IN WALL THICKNESS = 8• IN fc = I 5000 PSI fy = I 60000 PSI PILE TENSION CAPACITY = 5 T "• • • • COMPRESSION CAPACITY = 15 T LATERAL CAPACITY = N/A 0000 PILE DIAMETER= 3 IN .• 0. •00••• PILE SPACING LEFT b1 = 5.67 FT • PILE SPACING RIGHT b2 = 5.67 FT 00. TRIBUTARY WIDTH T1 = 7.25 FT TRIBUTARY WIDTH T2 = 7.17 FT CHECK TENSION CAPACITY: TRIBUTARY AREA = 40.88 SF HYDROSTATIC PRESSURE = 7.849 T DEAD LOAD: SLAB WEGHT = 150 * 12/12 "AREA / 2000 = 3.07 T WALL WEIGHT = 150 * 8/12 " h " (T1+T2)/2 / 2000 = 1.80 T DEAD LOAD = 4.87 T UPLIFT (HP -0.6 -DL) = 4.93 T OK < TENSION CAPACITY CHECK COMPRESSION CAPACITY: LIVE LOAD = 6.54 T DEAD LOAD = 4.87 T TOTAL = 11.41 T 0000 0000 .0.. . . .. . . 0000 . .00. . . . 0 0 0 0 . so 0 . . OK < COMPRESSION CAPACITY 0000.. 0000.. 0000.. 0000. 0000. • • 0000.. .0000. Vicente Franco P.E. CHECK PUNCHING SHEAR AT BOTTOM SLAB POOL POOL HEIGHT= 5 FT BOTTOM SLAB THICKNESS = 12 IN WALL THICKNESS = 8 IN fc = 5000 PSI STEEL PLATE = 8�IN d = 9 IN ho = 21 IN bo = 84 IN REACTION OVER PILE: LIVE LOAD = 6.54 T DEAD LOAD = 4.87 T Vu = 35.9 K CONCRETE SHEAR CAPACITY: �Vc = 181.8 K OK HELICAL PILE 0000 0000 .. 0000 0000.. 0000 0000.. 0000 0000.. 0000 0000.. CRITICAL AREA PERIMETER • 0000.. 000 OK > PUNCHING SHEAR 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. .0000. 3 ONE WAY CONCRETE SLAB DESIGN - ACI COEFFICIENTS Design is for largest span and worst coefficient condition Pool height hp := 5 • ft Maximum span Is := 7 • ft + 2 • in Width bs := 12 • in Slab deep hs := 12 • in . . • • •... ...... . • • • • • • • 4 4 ...... ..:. ....:. ds:=hs-3.0•in-- in -0.5•— in ds=8.25•in ...... 8 8 •••••• Water unit weight ryW:= 62.4 • pcf ••••„• •••• ••••• .. .. .... ...... Concrete unitweight -y •= 150 • pcf Ultimate bad • • • • qu:= 1.2•hs•bs•-yc+ 1.6•bs•hp -yw qu = 679.2 • plf Maximum moment l2 qu s Mu := Mu = 46513 • in lbf 9 fy := 60000 • psi fc - 5000 • psi 0.5015 f2 bs • ds2 A:= Y 2 B:= —0.85 • fy • bs ds fc —B—JB2-4•A•Mu p:= max 0.0018, 2•A p = 0.0018 As := p • bs • hs As = 0.259 • in Use #4 @ 12" top and bottom each way Vu is lessthan half concrete capadty. No shear rebar is required 4 Maximum shear • • .... ...... .... IS .... - qu EMu 2 s u ...... .... Concrete shear capa&y , �)Vc := 0.75 • 1.0. 2 fC • psi • bs ds (�Vc = 10501 • lbf • • • Vu is lessthan half concrete capadty. No shear rebar is required 4 INTERIOR CONCRETE SLAB BAND DESIGNED AS BEAM -ACI COEFFICIENTS Design is for largest span and worst coefficient condition Pool height hp := 5 • ft Maximum clear span In := 5.67 • ft Pile cap width (assumed beam width) bb := 36 • in Slab deep hs := 12 • in 4 4 db:=hs-3.0•in--•in-0.5•—•in db=8.25•in 8 8 Water unitweight yw••— = 62.4 pcf Concrete unitweight Iyc•�= 150 pcf Trbutary wdth Ultimate bad qu := 1.2•hs•bp•yc+ 1.6•bp•hp•-yam, qu = 4924.2 • plf Maximum moment 2 M .— qu ' In MU 9 fy := 60000 • psi 0.5015 fy2 bb db2 A:= fc by := 7.25 • ft Mu = 211077 • in • Ibf fc := 5000 • psi B:=-0.85•fy•bb' db2 3 fc psi 200 • psi —B — B2 — 4 • A • Mu P:= max , min , fy fy 2-A p = 0.0035 As := p • bb • db As = 1.05 • in Use 5 #4 top and bottom over piles Vu is less than half concrete capacity. No shear rebar is required 0000 . . '..' 0000 0000.. Maximum shear • 0000.. 0000 0000.. 0000.. n 0000.. VU := qu - db iS75 Ibf 0000 '..'.: 2 00000 0000.. 0000 0000.. (�Vc := 0.75 • 1.0. 2fC psi bb • db (�Vc = 31502 lbf 0000.. •• • 0000.. • 0• Vu is less than half concrete capacity. No shear rebar is required EXTERIOR CONCRETE SLAB BAND DESIGNED AS BEAM -ACI COEFFICIENTS Design is for largest span and worst coefficient condition Pool height hp := 5 • ft Wal th ickness tw := 8 • in Maximum clear span In := 5 • ft + 8 • in .. 0000 Pile cap width (assumed beam width) bb := 36 • in Slab deep hs := 12 • in 44 0000• db:=hs-3.0•in--•in-0.5•— in db=8.25•in 0000 8 8 00.00. 0000 Water unitweight�yw• '— = 62.4 Pcf Concrete unitweight -yc•'— = 150 pcf Tributary width by := 7.25 ft + 3 ft • • 2 Ultimate bad qu:= 1.2•(tw•hp+hs•bP)*7c+1.6•bp•hp•-yw qu = 5099.7 • plf Maximum moment 2 M := qu ' In MU 9 fy := 60000 • psi Mu = 218343 • in • Ibf fc := 5000 • psi 0.5015 f y 2 • bb • db2 2 A:= B:=-0.85•fy•bb•db fc 3 fc psi 200 • psi —B — B2 — 4 • A • Mu p:= max ,min fy fy 2 • A 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. •0•• .. 0000 0000.. 0000 0000.. 0000• •00000: 0000 00.00. 0000 :: 0000 ••o::.• • • • 0000.. • . 0 0 0 00 0 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. p = 0.0035 As := p • bb • db As = 1.05 int Use 5 #4 top and bottom over piles ,,,, Maximum shear • • • • • • • • • • •' . Vu := qu •(2 n - db = 10 43 bf •....� �...,� .' ...... .... ..... .. .. .... ...... (�VC := 0.75 1.0 2 IC • psi • bb • db �V� = 31502 Ibf •�••��Irk U Vu isless than half concrete capacity. No shear rebar is required N Cantilevered Retaining Wall File =C:1C41CUCD7D-11GIA11199NE-11CANTIL-1.EC6 g ENERCALC, INC. 1983-2017, Build: 10.17.12, 10, Ver: 10.17.12.10 Description : Cantilevered Wall Criteria Retained Height = 5.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Design Summary Wall Stability Ratios Overturning = 4.01 OK Sliding = 0.98 OK Slab Resists All Sliding! Total Bearing Load = 1,500 lbs ...resultant ecc. = 0.96 in Soil Pressure @ Toe = 241 psf OK Soil Pressure @ Heel = 209 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 289 psf ACI Factored @ Heel = 251 psf Footing Shear @ Toe = 4.9 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 106.1 psi Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 810.0 lbs less 100% Passive Force = 194.5 lbs less 100% Friction Force = 600.0 lbs Added Force Req'd = 15.5 lbs NG ....for 1.5 : 1 Stability = 420.5 lbs NG Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 Soil Data 110.00 pcf Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method 0.400 Heel Active Pressure = 45.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 389.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf Friction Coeff btwn Ftg & Soil = 0.400 Soil height to ignore 0.00 for passive pressure = 0.00 in Stem Construction ITo Calculations per ACI 318-11, ACI 530.11, IBC 2012, CBC 2013, ASCE 7-10 0000 0000 0000.. 090.0. 0000 000400 • 600009 0 0 0 . pStem .'•••, •0*04: • • • Stem OK •• •• .999• Design Height Above Ftg ft = 0.00 • • • • • • 0000 00;00 - Wall Material Above "Ht" = Concrete • • • .. • ' .9.. 0000.. Thickness in = 8.00 9.. • 9 • • Rebar Size = # 4 • •. Rebar Spacing in = 12.00 � ... •. 0000.. Rebar Placed at = Center � • • ;... •; Design Data • • *-see • •.. fb/FB +fa/Fa = 0.429 Total Force @ Section lbs = 900.0 Moment.... Actual ft -I = 1,500.0 Moment..... Allowable ft -I = 3,493.8 Shear..... Actual psi = 18.8 Shear..... Allowable psi = 106.1 Wall Weight psf = 100.0 Rebar Depth 'd' in = 4.00 Lap splice if above in = 13.24 Lap splice if below in = 6.00 Hook embed into footing in = 6.00 Concrete Data fc psi = 5,000.0 Fy psi = Cantilevered Retaining Wall File =CAC4ICUCD7D-11GIA11199NE-11CANTIL-1.EC6 g ENERCALC, INC. 19832017, Build: 10.17.12.10, Ver:10.17.12.10 KW -06010683 Licensee : Vicente Franco Description : Cantilevered Wall Footing Dimensions & Strengths Footing Design Results Toe Width = 6.00 ft Toe Heel Heel Width = 0.67 Factored Pressure = 289 251 psf Total Footing Width = 6.67 Mu' : Upward = 0 0 ft -Ib Footing Thickness = 12.00 in Mu': Downward = 0 0 ft -Ib Mu: Design = 1,500 0 ft -Ib Key Width = 0.00 in Actual 1 -Way Shear = 4.88 0.00 psi Key Depth = 0.00 in Allow 1 -Way Shear = 106.07 106.07 psi *foe Key Distance from Toe = 0.00 ft Toe Reinforcing = # 4 @ 18.00 in • ; • • • • • • 0000.. fc = 5,000 psi Fy = 60,000 psi Heel Reinforcing = # 4 @ 18.00 in • • • • • .... .' Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd •. • •. • • 0:0 • • • •; • Min. As % = 0.0018 Other Acceptable Sizes & Spacings • • • :00 . . . Cover @ Top 2.00 @ Btm.= 3.00 in Toe: Not re 'd, Mu < S * Fr .. • • • • : • • • 0: Heel: Not req'd,Mu<S*Fr •••• 0 .. .. .0000 Key: No key defined 000000 ••;••• 00000• •—�.�.0 • Summary of Overturning 8r Resisting Forces &Moments � •. �.� I • • .....OVERTURNING..... • .....RCSISTINgi.. 0 • • • • • • Force Distance Moment Fore • DistaMce •Moment 0 Item lbs ft ft -Ib lbs..* : ft 00 ft -lb :0000: Heel Active Pressure = 810.0 2.00 1,620.0 Soil Over Heel = 0.0 6.6-A••0 0.0 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = * Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 500.0 6.33 3,166.7 Earth @ Stem Transitions = Total = 810.0 O.T.M. = 1,620.0 Footing Weight = 1,000.0 3.33 3,333.3 Resisting/Overturning Ratio = 4.01 Key Weight = Vertical Loads used for Soil Pressure = 1,500.0 lbs Vert. Component = Total = 1,500.0 lbs R.M. = 6,500.0 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. JOHN IBARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers W W W.I BAR RALAN DS URVEYORS.COM 777 N.W. 72nd AVENUE 2804 DEL PRADO BLVD SOUTH SUITE 3025 SUITE NO. 202 UNIT 1 MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 - PH: (305),262-0400 PH: (239) 540-2660 FAX: (305) 262-0401 FAX: (239) 540-2664 LOCATION SKETCH VIEW OF SUBJECT PROPERTY SCALE a N.T.S 1199 NE 92nd STREET, MIAMI SHORES, FL 33138 ABBREV/A 17ONS A =ARC. AC =AIR CONDITIONER PAD E. T.P. = ELECMIC TRANSFORMER PAD O.R.B. = OFFICIAL RECORDS BOOK T - TANGENT A.E. =ANCHOR64SEMENT ELEV. =ELEVA7TON O. VH. =OVERHANG TB-TELEFHONEBOOTH A.R. =ALUM/NUMROOF ENCR. =ENCROACHMENT PVMT. =PAVEMENT T.B.M.= 7EMPOR4RYBENCHMARK A' S. =ALUM/NUM SHED F.H.-F/REHYDR4NT At. =PLANTER T.U.E.=7ECHNOLOGYU77L/TYEASEMENT ASPH. =ASPHALT FLA =FOUND IRON PIPE P.L.=PROPERTYL/NE TSB-TRAFF/C SIGNAL BOX ac - BLOCKCORNER F./.R. - FOUND /RONROD P.C.C. = POINT OF COMPOUND CURVATURE T.S.P. = TRAFFIC SIGNAL POLE BLDG. =BU/LD/NG F.F.E. =F/N/SHED FLOOR ELEVA 77ON PC -PO/NTOFCURVATURE TWP =TOWNSH/P am. =BENCHMARK F.N.D. = FOUND NAIL 6 DISK P.O. T. =POINT OF TANGENCY UT/L. - U7X17Y BCA = BROWARD COUNTYRECORDS FT. = FEET P.O.C. -POINT OF COMMENCEMENT U.E. - UMIrYEASEMENT BOA - BAS/S OFBEAR/NG FN/P. =FEDERAL AA77ONAL /NSUR9NCEPROGRAM P.O.B. = P0/NT OFBEG/NN/NG UP. - U771/TYPOLE BSL. BUILDING BUILDING SE734CKL/NE F.N. =FOUND NAIL P.R.C. = POINT OF REVERSE CURVA TUBE W.M. =WATER ME7ER (C) =CALCULATED H. =H/GHOR(HEIGHT) PWY -PARKWAY W.F. -W(WFENCE CB =CATCH &4 SIN /NAEG = INGRESSAND EGRESS EASEMENT P.R.M. = PERMANENTREFERENCEMONL/MENT W.P. =WOW PORCH C.B.S. = CONCRETEBLOCKSMUCTURE LCV =IRR/GA 77ON CONTROL VAL VE P.LS - PROFESSIONAL LAND SURVEYOR W.R. -WOOD ROOF C.B.W. = CONCRETE BLOCK WALL IF =IRON FENCE P.P. =POWER POLE W.V. =WATER VAL VE CH. = CHORD L.B. =LICENSED BUS/NESS P.P.S. - POOL PUMP SLAB M = MONL4MENT LINE CHB. =CHORD BEAR1140 • • LP=LIGHTPOLE P.U.E. =PUBLIC UTIL/TYEASEMENT =CENTER LINE CHL. =CHORD LEN07H • L.F.E. =LOWESTFLOORELEVATION (R) =RECORDD/STANCE =DELTA CA • • • -R;WAR • • • • • •LME. = LAKE MAINTENANCE LASEMENT R.R. -RAIL ROAD CO* - CLEANOUT• • •' = MINUTES RES. -RESIDENCE C. L. F`•-CHAIN LINK &R& • • • (AO =MEASUREDD/SMACE R4N =RIGHT-OF-WAY LEGEND jMA/N7EN jV1 SEMENT• • • • • •M.B =MALL BOX RAD. =RAO/US OR RADIAL • _w CLIAt RETE • -M/ANI DADE COUNTYRECORDS RGE. =RANGE =OVERHEAD UTIL/TYL/NES CONCRETEM.D.C.R. C.`(P.-CQVCRE7EU7X1WPO1E • • • • • *ME. = MA/N7EA64NCE64SEMENT R.OE. = ROOF OVERHANG EASEMENT-------- = CONCRETE BLOCK WALL ---M---- =CHA/NLINK FENCE CSR• • sCOHCRE7EPORCH M.N. =MANHOLE SEC =SECTION CA - COWCRE7E MAB • • • • • N.A.P. - NOTA PART OF STY. - STORY--°-P-=- _ IRON FENCE C.W. = CONCREIF • • •NGVD = NA77ONAL GEODE77C VER77CAL DATUM SWK. - SIDEWALK • • • • -=BU/LD/NG SEIBACKUNE O.EE.••9_91NAGE ME0 N. T.S =NOTTOSCUE SLP. -SET/RONP/PE - - - - = UT/[/TYFASEMENT D i Ql�4IA64GGEM41"4 �CEEASEM4K • • NO.. = NUMBER Af., b01-,�.--,.--.--.«-=L/M/TEDACCESSRIW VE . #O SP. = SCREENED PORCH ° • • • f 04GREES 0900 • • • •O.H. = OVERHEAD S V. = SEWER VALVE - NON- VEHICU/LARACCESS RW EB •=ELEC77?/CBOX O.H.L - OVERHFAD L17XIYL/NES =SECONDS • 0.00 -QST/NG ELEVATIONS •••••• • • • • LQU4OV7ES TOACCOMPAL&r F*TCHOFSURVEY: SURVEYOR'SNOTES• • 771EREMAY11I= EASEMENTS R&ftpE0 /N ThtPUBt/CRECOROS NOT SHOWNON THIS SURVEY. 1. IFSHOWN, BEAR/NGSAREREFERRED TOANASSUMED MER/DUN• BYS4/DPLAT /N THE • THE PURPOSE OF THIS ft 1,,f FOR USE/N OBTAINING 777LEINSURANCEAND F/NANC/NGAND SHOULD NOTBE USED FOR DESCRIPTION OF THEPROPERTY, /FNOT, BEAR/NGSARE 7HENRLFERRED TO COUNTY• .CONSM CTIONPUR TOWNSH/PMAPS :EXAM/NA770NSOF7HEABS7R4CTOF iTnEWfLLHA✓E TOBEMADE 7ODETERM/NERECORDEO/NS7RUMENTS,/FANY, 2THECLOSURE/N THEBOUNDARYSURVEY/SABOVE 1:7500FT. AFFEC77AOG TNEPROPERTY. I CERT/F/C4TEOFAU7HOR/ZA77ONLB#7806. •7H/SSURVEY/SSUBJECTTODEDM.A7/0N$ LIMITATIONS, RESTRICTIONS RESERVA770NSORF,4SEMENTSOFRECORD. -LEGAL DESCR/P77ONSPROWDEDBYCL/ENTORAT7ESTING TITLECOMPANY. • BOUNDARYSURVEYMEANSA DRAWiNGAND/ORA GRAPHIC REPRESENTA7701VOF MESURVEYWURKPERFORMED /N THE .FIELD, COULD BEDRAWNATA SHOWNSCALEANLLOR NOT TO SCALE,• THE WALLS ORFENCESMA YBEEXAGGERA TED FOR CLARITYPURPOSES SURVEYORS CERTIFICA77ON.• • E4SEMENMAS SHOWNAREPERPLATBOOK UNLESS DEPICTED OTHERWISE. • THE 7ERM'ENCR0ACHMENT'MEANS ✓/SIMEANDABOVE GROUND ENCROACHMENTS /HEREBYCERT/fY.• 7H/S'BOUNDARYSURVEY'OF 7HEPROPERTYDESCR/BED HER£OA; -ARCH/TECTA SHALL VER/FYZON/NGREGULARON$RESMIC77ONS, SE734CKSAND WILL BERESPONS/BLEFORSUBM/T77NG HAS RECEN77. YBEEN SURVEYED AND DRA WN UNDER MYSUPERV/SIGN, ANDCOMPUES PLOTPLANSW77HCORRECT/NFORM47/ONFORAPPROVAL FORAUMOR04TIOMT07HEPROPERAUMOR/TIES/NNEW W/7H 7HEM/N/MUM TECHNICAL S7AND4RDSASSETF0R7HBY7HEFLORD4 BOAROOF CONSMUC770N. PROFESSIONAL LAND SURVEYORS /N CHAPTER AF17• FLORIDA ADMIN/SM4 T/VE CODE • UMESS OMERIMSENOTED, MIS F/RMHAS NOTATTFMPTED TO LOC47EF007/NGANL34MFOUNDA77ONS PURSUANT TO 472027, FLORIDA STATUTES. • FENCEONNERSN/P NOT DETERMINED. THIS PLAN OF SURVEY, HASBEENPREPAREDFOR 7NEIXCLUS/VEUSEOF rHEENT?/ES NAMED HEREON 7HECERTIF/047E ODES NOTl7f7END 70 ANYUNNAMED PARTY. BY* 06/11/2016 FLOOD ZONE INFORMAT/ON.• JOHN IBARRA (DAM OFRELD WORV THE NFIP FLOOD MAPS HAVE DESIGNATED THEHEREIN DESCRIBED LAND TO BE SITUATED /N. FLOOD ZONE., AE' BASEFLOOD ELEVATION.• B FEET. PROFESSIONAL LAND SURVEYOR MO.: 5204 STA7EDFFLORIDA COMMUNITY.' 120552 (NOT VALID WITHOUT THE S/GNATUREAND 77IEOR/G/NAL RVSED SEAL OFA FtMV14 PANEL: 0305 LICENSED SURVEYOR AND MAPPER). SUFFIX., L DATE OFFIRM: OW1112009 REWSED ON, THE SUBJECT PROPER TYDOES L/EINA SPECIAL FLOOD HAZARD AREA. REVISED DIV.* TITLE COMPANY LENDER S N Y D t-R Gi R O I S M A N Bankof Amer, DRAWN BY: SK UNDERWRITER �NIBq R �0 Fi1I FI cl- � FIELD DATE: 06/11/2016 O N0.5204 — I y 11 n P Ti O STATE OF}u SURVEY NO: 16-002480-1 Itmirancic Compan. �� OCORIDP yv tiq C LAND SHEET. 1 OF 2 SEAL L.B.# 7806 JOHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers W W W.1 BARRALAN DS U RVEYORS.COM 777 N.W. 72nd AVENUE 2604 DEL PRADO BLVD SOUTH SUITE 3025 SUITE NO. 202 UNIT 1 MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305) 262-0400 PH: (239) 540-2660 FAX : (305) 262-0401 FAX: (239) 540-2664 tr MAP OF BOUNDARY SURVEY 1199 NE 92nd STREET, MIAMI SHORES, FL 33138 LOT -4 LOT -5 LOT -6 BLOCK -2 U BLOCK -2 J J BLOCK -2 NO CAP " 4' C.L.F. c°�' 4' C.L.F. c NO CAP " N89°2245"WL 75.01' U.P. 1.51' CL 1 -7 0.28' CL OVERHEAD WIRE LOT -22 BLOCK -2 75.01' F.I.R. 112" NO CAP 4' C.F. L� 0 10.18' O (B) N 0.20' ENCR. 6' PLASTIC - FENCE AIC I Q PAD $TQNEf �o 4'C.L.F. I I LLQ, l i O _nC.S. c0 ,- - �y. 23.60' ONE STORY RES. # 1199 LOT - 21 BLOCK -2 ca 17.65' i N LO ori D P TILE 0.35' 21:20' 3.60', 10.14' 10.11' 10.75' A $�\ I o 2.05' 7' C.B.W. rn C ASPHALT DRIVEWAY FI.R.112' S89°2245"E 75.01' NO CAP (A) ASPH. 16' PWY. (A) RETURNASPH. RET URN \ N. E. 92ND STREET 50' TOTAL FIGHT--OF-WA Y p 0000 DRAWN BY: O • • 1"=20' �•• 0000 0000•• REY WHITEHORN AND LANA SRUR SNYDER GROISMAN, P.A. FIDELITY NATIONAL TITLE INSURANCE COMPANY • .� 0000 L.B.# 7806 SEAL BANK OF AMERICA, N.A., ITS SUCCESSORS AND OR ASSIGNS, AS THEIR INTEREST MAY APPEAR SHEET: 2 OF 2 •0••• •00• •0.00• • 0000• • • 0000.• 0000 .. .. 06•06 ..M..... LOT.209 00:0,0 BLO�S.2•0•O t • • • y • • . 0000.. 0000.• 0000•• 06 0 CL • E X 6' PLASTIC 4 FENCE V.1 mc I� Q cc) �}z 575.00' F.I.R. 112" B.C. NO CAP F.I.R. 112" NO CAP ENCROACHMENT NOTES.• A. SOUTH SIDE OF THE SUBJECT PROPERTY, ASPHALT RETURNS ARE ENCROACHING INTO THE RIGHT OF WAY OF NE 92nd STREET B. WEST SIDE OF THE SUBJECT PROPERTY, THE NEIGHBOR'S CHAIN LINK FENCE IS ENCROACHING INTO THE SUBJECT PROPERTY. IBA IRiQ p�N � d NO. 5204 STATE OF LEGAL DESCR/PT/ON.• LOT 21, BLOCK 2, BAY LURE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 63, OF THE PUBLIC RECORDS OF MIAMI=DADE COUNTY, FLORIDA. CER T/F/CAT/ON.• DRAWN BY: SK SCALE: 1"=20' FIELD DATE: 0611112016 q f; LAS REY WHITEHORN AND LANA SRUR SNYDER GROISMAN, P.A. FIDELITY NATIONAL TITLE INSURANCE COMPANY SURVEY NO: 16-002480-1 L.B.# 7806 SEAL BANK OF AMERICA, N.A., ITS SUCCESSORS AND OR ASSIGNS, AS THEIR INTEREST MAY APPEAR SHEET: 2 OF 2 a,sy'`t Miami Shores Village Building Department 10050 NE 2nd Ave. `tORinr* Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUII-DING DE PARTMENT OF EMPLOYMENT AS SPECIAL, INSPECTOR UNDER THE FLORA A BU DING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5t1 Edition (2014) and Miami DadeCoultty�Administrative Code at the project on the below listed structure as of..!�..1 15 (date). I am a reg`;stered arch itectlprofessional engineer licensed in the State of Florida. Process Number: wP t Y" I I n — Special inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for — Trusses > 35 ft. long or 6 ft. high St/eel Framing and Connections welded or bolted �Soii Compaction Precast Attachments —Roofing Applications, Lt. Weight. Insul. Conc. C/Dther P1 (6 -1:�VUAl AOC)A) Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. 2 3. 4, ------ *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b} education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect. graduation from an engineering education program in civil or structural engineering: graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department ofany changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection tog for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will mit to the Building Inspector at the time of the final inspection the completed inspection log �ihlrli111U, ��tatement indicating that. to the best of my knowledge, belief and professional '�t�#ZOrr(oyEf of the project outlined above rncet the intent of the Florida Building Code and. 8 !I�P with the approval plans. Engineer/Architect No. 62531 ed �ratfe�e led — O Print Date: b' opf�? STATE OF Address ONA `;��,�`�� SPECK 1 1h FOR