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BPP-15-684 t Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250243 Permit Number: BPP-3-15-684 Scheduled Inspection Date: January 04,2016 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SCORNAVACCA, MICHAEL Work Classification: New Job Address:999 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060350010 Project: <NONE> Contractor: DESIGNER POOLS INC Phone: (305)969-6300 Building Department Comments NEW POOL AND DECK Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249506. CREATED AS REINSPECTION FOR INSP-231071. Remove debris from property Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 04,2016 For Inspections please call: (305)762-4949 Page 20 of 23 a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-250099 Permit Number: BPP-3-15-684 Inspection Date: December 29,2015 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: SCORNAVACCA, MICHAEL Work Classification: New Job Address:999 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060350010 Project: <NONE> Contractor: DESIGNER POOLS INC Phone: (305)969-6300 Building Department Comments NEW POOL AND DECK Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments � 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 December 29,2015 Page 1 of 1 �, JOHN MARRA & ASSOCIATES, NC. f si®nay I Surveyors GRAPH/C SCALE I' NE951h.Pro � M��St EgS,, VVVVW.IBARRALANDSURVEYORS.COM 20 0 10 20 777 N.W.72nd AVENUE 2804 DEL PRADO BLVD SOUTH-JIT SUITE 3025 SUITE NO.202 UNIT 111�44— MMIA�IAI,FLORIDA 33126 CAPE CORAL,FL 33904 8 Ma.h- PH: (305)262-09.00 PH, (239)540-2660 -Rh� "'I T1411111 FAX:(305)262_0401 FAX:(239)540-a664 !/NCH 20 FEET = � MAP OF BOUNDARY SURVEY 999 NE 94th STREET,MIAMI SHORES,FLORIDA,33138 7 m Dc Lbmenk M, AbbenLoaro PLAT OF GOVERNMENT LOT 4 ASSREV/AT/ONSAND NEAM/NGS Q s V U PLAT BOOK 5. PAGE 90, Z I I I "Nc ARoONDIIIOMPAD. Y NE 9314.3.1 MIAMI DADE COUNT( RECORDS W I AMeA1PANU R"' 3-1 'cS v LIMIT OF PLAT(N.A.P.) o ( AAIS9R`,. ° NOCAPp c 6'W.F I GUY F.I.P.1/2° B.C.-ffi=CORNER LOCATION SKETCH 5'WF. ANCHOR N NO CAP �: 14S.5O� Baa.-McN MARK SCALE=ALTS, '30.00' MO.&-BASIS OF . c B u A� LEGAL NOTES TOACCOMPANYSATCETCH OFSURVEY: —O- 0-i! O'I I ` O-I-I O- Q- U.P. L.B 3 f CON BAm •THERE MAY BE EASEM2NT9 RECORDED IN THP PUBUC RECORDS NOT SHOWN ON THIS SURVEY. 1.32'CL r� C5N=CONCRETE R CKWALL cn Re WOOD STEPS � iq U.P. ; cew=mNaereBLOawAu- •PXMAINanON9OPTHE ABSTRAGTOFTTTLEWILLWIVETOBEMADETODETERMINERECORDED �-�y INSTRUMENTS,IF ANY,AMWTING THE PROPERTY U.P. (TYR P POOL - 46.39' 16.61'— 2.74' I ��8: BBv G. .THIS SURVEY IS SUBJECT TO DEDICATIONS,UMrranONs,RESTRICTIONS,RESERVATIONS OR (®) o o °1� EQUIPMENT _ '15 CL. i CP•=�+�Fmm EASEMENTS OF RECORD. C.-CONCIMTE OVERHEAD N CONC.SLAB d 9p° �o � � s •LEGAL DESCRIPRON9 PROVIDED BYCUENT OR ATTESTING TiT1E COMPANY 1V •BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE WIRES 25.72' I — STEPS ® ® ®® POOL d r C� , C.U.P.-CDXC.UTILITY w coNCRc a wAuc_ NOT SURVEY WORK PERFORMED!N THE ASID,COULD BE DRAWN AT A SHOWN SCALEAND/OR J C.B.IN D.W.O OXCRMAINAM WAIA9Vi. EASEMENTS A9 SHOWN ARE PER PLATBOOK, 1 C�omL PURPOSES. 6 SCALE THE 4'C.L.F. 39.25` A/C i D.M.E-DRARWE MAINTENANCE EASE40175 •THE TERM TNCROACHMENf MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. 117 81 MLAD I.6839 N ��AY •ARCHITECTS SHALL VERIFYZONING REGULA77ONS,RESTRICTIONS.SETBACKS AND WALL BE r 29.7` ! E=CAST. RESPONSIBLE POR SUBMRTIWG \t 20.43' I ee=artrwc soft •PLOT PLANS WrrH CORRECT INFORMATION FOR APPROVAL FOR AUTHORIZATION•TO THE MZCrwc TRANSFORA/e M. PROPER AUTHORMf5 IN NEW CONSTRUCTION. h I ' ONE STORY to �lCtn1, etev.=erxvAnON. .UNLESS OTHERWISE NOTED,THIS FIRM HA9 NOT ATrempr®rO LOCATE POOnNG AND/OR N / 1 CONC.POOL I ENCR=MCIMACKMeNT. LOT-2 O1 C(SNG M IN P.N.=FRenrDRANr. PouNDanoNs. RES. #999 - DECK F.LP FOUND IRON PIPE .FENCE OWNERSHIP NOT DETERMINED. PORCH - 44.74' 16.97' P.I.R.=FOUND MN MD. .THIS PLAN OF SURVEY,HAS BEEN PREPARED FOR THE E(CL)SIVE USE OFTHE ENTmES I— P.P.F-FINISHED BOOR ELEVATION. 4'C.B.W j i � 4,7a! i Ml �. PFR.N.D.- uAn amsK •�ENAM9N THE ANYURCATE NNAMEDPARTY 1 aFi 63.32' ip Q FT= m TIONAL RaURANU ON/PL 4'/F LOT- V SM®h! 1 pp coo I a L ' PLOP. NAIL �� 5>1F N y t_ O LF.-RO _ W I.P.=IRON N FLOOD ZONE/NFORNAT/ON.' 1225' O! W ti N.#Fs=INGRt MID ergs ereaaENr. THE NRP F100D MAF5 HAVE DESIGNATED THE HMN DE5CR/BED MD TO BE 5frUATW IN: - -- -,� d W U LP.-LIGHT PDIEaf A LBS/fi06 FLOOD ZONE: %C° x445• --- ,O LIE=IDWEST FLOOR ELEVATION. '�PIJINTEI'��- _ � I Q � j LM.e=ua MawreNANa eAser,�vr. BASE FLOOD ELtI/ATION: WA. —�—' C13 �\ J MINUTES. COMMUNRI': 120652 ti I M._MEASURED BOX PANEL: 0306 13.40 TP. - OV'. M.O.cR=MNADADLCOUNIYRECOa$ SUFFIX: L 25.30'.. 13.40 RLE -; - - ------ MP.�NINNTOIAMM PASOMM MON..MONUMHJT LINE. DATE WALK' i17.0G. I I - 3.48'CL. �° ! �-MONUMENT UNE THEOBIECT PROPERTY DOBS/NOT UOEIN A SPECIAL FLOOD HAZARD AREA. t7 DIS M ✓� _ -- _---.— , i F.N. I N.A.P.-NOT A PARE OP. I NGV=NATIONALGLODETCVERTICALDATUM. SURVEYOR'S NOTES., N''��' SCALE I.IP SHOWN,Emma ARE www TO AN ASSUMED&mtxm,BYSAtD PIAT IN THE DESCRIPTION C{_1/�'TI-I ALL FE�CR/1L #:NO:eNH, OP me PROPERTY,IF AM BPAwNGS ARE THEN REP&=TO COUNTY,TONtsHIP Mans. q9f" ASPHALT 'A1 DRIVEWAY ' ob=oPPBET' 2.THE CLOSURE IN THE BOUNDARY LSURVEY806 ABOVE 1:7500 FT. r,( ;r� I;r e i r, O.H.=oVERHPAD I o.Ha_=oveRneaD uDUll'uNE9 3.CERITP/CATE OFAUTHORIZAnON LB 87806. F.I.R. OVERMANG 1/2 �� pNj O.R.S. RECORD5 eoac 4.NORTH is BASED ON PAT NORTH. 5'/.F Pvmr=Pavenee a 5.ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 NO CAP PL-PLANTER MAMI-DADE COUNTYBENCH MARK A3-Q LOCATOR NO.3250 s;ELEVAnON Is B.G7 FEET OP N.G.V.D. © W N �N I I PA-FROFIMY UM OF 1929 NORTH 13 BASED ON PLAT NORTH. C2 F.N. ii// • F.GC.-POINT OP COMPWFID CURNe. gym• POINT OFTA�. SL/RVEYOR'S CER77RCAT/ON.• W.M. ® F.I.R. 112",''� \ M� v + FOC.-PONT OF COMMENCEMMr. IHEREBY CERTIFY:THIS'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON HAS to -i 6'- F.I.P. 1!2" Pm-PONT OP BE N W. NO CAPk'0 I k U NO CAP!30.00' P.R c.=PONT of REve�e cuRve RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERVISION,AND COMPLIES WITHTHE �, t F,B.-PLAT BOOK. MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE PLORIDA BOARD OF PROFESSIONAL ASPHALT j., 118.50' / ! �'Pte' LAND SURVEYORS IN CHAPTER W-17,FLORIDA ADMIN15TRAnVE CODE PURSUANT TO - F.N. (� ------ / FW.=PARKWAY. R=25.00 472.027,FLORIDA STATUTES PRM=PERMANENT REFER@T(8 MONUA�VT. RN c t 6'PWY RETURN '�U I L=39.58' F.L.S=PROFMVAL Utlm SURVr M R-RE6RD®DISTANCE O C W,V. j RR=RAR ROAD. • v; TAM U Tan=25.32, �. CORS ' • .. 17.5'ASPHALT PVM7 •- ...... ••• 8=90°43'15' RAN ADIUSF WAY. 12/22/2015 ••9GZPi ` • ���- �' 1— = I �I�NOWT. aY.• •s•••• F.N.D. MY.-SUM.7 CARLOS /BARRA (DATE OF Pao WoRm • 'F.N.6. i • ; NO ID. 5M SIDHBAM S.I.P.=SET IRON PIPE 19.#7806. 0 NO!D. •••••0 30'TOTAL RIGHT-OPWAY S.F.-SCRmw PORC" PROPEs9tONAL LAND SURVEYOR NO.:6770 STATE OF FLORIDA 00.090 0000 - ge (NOT VAUD WT HOUr 771E SIGNATURE AND THE ORIGINAL RAISED SIAL OF A FLORIDA •• •• � 0 I � r=rANGaar LICENSED SURVEYOR AND MAPPER). •0••• ••9' • •••••• '/ TB-Te1P11OFE BOOTH 4,0 • CURVE TABLE T.U.C.=TMKNOOGYUTILDYFASrMMr RLQ/ wom UPDATED SURVEY 12/22/2015 ••••i TSB-TRAFFIC SIGNAL BM 9 • •"• o •'• CURVE LENGTH RADIUS DELTA CH.B. CH.L. ti. �eT REVOEDON: SURVEY 03/28/2014 •••••• • `• •••' C1 16.09' 25.00' 36°52'11" S71°33'54"E 15.81' UTL„mAy. , • •••9•• e ' a W.M.-WATER METBL. s 9 9•e 9 C2 16.40' 25.00' 37°35 281 55° 1 r. W.F.-#aoo FENCE ••9• ` ...•.. W. WOOD RDOF. DRAWN BY: GP �,OS IBq •• • 00 • •• 4 rg s a• �A i, w.P=WATER wP Q�(C(IFIC' R MAY DESCQ/j�JLQlff.• • • 12/22/2015 a d -� ' -}• e. W.R=WOOD ROOF. V •'. • • • • t• u gig . } W.S.-WOOD SHED. W e WEST. FIELD DATE: No.Eno r'.,�,4 �,=(YMHt EINE LOT 1, MAGES AND HAWKINS SUBDIVISION, ACCORDING TO THE PIAT a=COITMANML O THEREOF AS RECORDED IN PLAT BOOK 51, PAGE 5, OF THE PUBLICOeAo UTILITY,UNM STATE OF RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ; CHAIN LMAC FDIC[! a o ND�WAL ON F5= JOB NO: 14001076-2 CER77RCA770N.• =UOOD FOJCE N UNE �L MICHAEL J. SCORNAVACCA SARAH E. SCORNAVACCA -y5 +.i ———— 'U � I A� + ; , :. Ai, Ni fit =LIMITED Ac®B RAar .0.(W a aA„�14 SHEET: 1 OF 1 SEAL L.B.#7806 r GEOTECHNICAL MATERIAL TESTING ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOF TESTING DYNATECH ENGINEERING CORP. Miami,April 2, 2014 Mr. Mike Scornavacca ICO UNIFORMS 6330 North East 46' Court Miami, FL 33138 Re: Proposed Pool @ 999 NE 94" Street Miami Shores, FL Dear Mr. Scornavacca: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil Investigation on April 2,2014 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed pool. A total of(1)standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 20'below existing ground surface at the locations shown on the attached sketch only. The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site: (Refer to field boring logs for exact locations and soil description): Average Depth From To Description 0'-0" 0'-6" Topsoil and grass 0'-6" 1'-0" Peat 1'-0" 5'4" Tan sand 5'-0" 20'-0" Tan sandy limerock Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 6'-0"below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. 750 West 84 Street,Hialeah, FL 33014-3618- Phone: (305) 828-7499- Fax: (305) 828-9598 E-Mail: Dynatech@bellsouth.net ego�mft�dWP.. 'Page No. 2. ' 999 NE 94`" Street,Miami Shores, FL Topsoil and peat were encountered at an average depth of 0'-0" and extending to 1'-0"below land surface. This material must be removed and replaced with compacted gravel prior to pool and deck construction. The above recommendation being achieved and verified, it is our opinion that the proposed pool be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 130 pcf. Buoyant: 70 Pcf. - Angle of internal friction: 30 - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30 for steel piles,20 for concrete or brick walls; 15°uncoated steel. Excavations shall not extend within 1 foot of the angle of repose next to existing footings or structures, unless underpinned. All excavation shoring must be designed and inspected by a Florida licensed professional engineer. All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect,engineer of record and contractor to address vibration/dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. Also note that as a common engineering practice for existing and new construction;outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water,sewer,plumbing,sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is V2 to 1 inches. Due to the granular nature of the subsurface materials,the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. If dynamic loading is proposed(ie: parking garage, etc...)this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. 2 Page No. 3 999 NE 90 Street,Miami Shores, FL This report was prepared in compliance with the 2010 Florida Building Code. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling,excavations or site work,the reported depths must be adjusted to represent proper depths. The boring log(s)attached present(s)a detailed description of the soils encountered at 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. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands and accepts that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase H Environmental Site Assessments is recommended. As a mutual protection to clients,the public and ourselves, all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users,and use or re-use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal,State,County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Naamani P.E: ., DYNATECH ENGINEERING CORP. Florida Reg.No.�39584 Special Inspector No.:757 ® 9� Certificate of Authorization No.: CA 5491 s 0 3 TEST BORING REPORT DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : ICO UNIFORMS DATE: April 2,2014 PROJECT : Proposed Pool @ HOLE NO.: B-1 ADDRESS : 999 NE 94t` Street,Miami Shores, FL DRILLER: AS LOCATION : See attached plan SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON KN" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 50'-6"to 1'-0" PEAT 6 2 2 4 8 1'-0"to 5'-0" TAN FINE SAND 8 5 6 13 9 10 8 7 16 10 5'-0"to 20'-0" TAN SANDY LINIEROCK 9 8 11 12 8 9 18 12 9 8 13 14 10 12 22 14 10 11 15 16 16 17 18 18 19 20 18 16 30 20 14 16 21 22 22 23 24 24 25 26 26 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 Water Level: 6' Below Surface As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorisation for publication of statement conclusions or o&acts from or regarding our reports is reserved pending on our written approval.H.A.: HAND AUGER,A:HOLLOW STEM AUGER;R:REFUSAL. 4 B® : Boring Test Location J a . yVIF- ; � � s 3f w� 7 NMI Aw .. '-"0,4 #} �V�zt f x -Z 411 140 BI 49 w s • y1 Z41 r DYNATECH ENGINEERING CORP. Client: ICO UNIFORMS Scale: N.T.S. Project: 999 North East 94h Street, Miami Shores, Florida 33138 Date: April 2,2014 GENERAL NOTES Soil borings on unmarked are property should be considered preliminary with further boring(s)to be drilled ai}er building pads) re staked out Soil borings on existing structures that are to be demolished should be considered pre'irninary and additional borin would need to be performed after the structure(s)has been demolished and proposed n ftw building staked out. gs As a mutual protection to clients,the public and ourselves,all reports are submitted•as confidential property of clients and authorization for publication of statements, conclusions,extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBCXS Correlation of Penetration Resistance With Relative Density and Consistency Particle Size Boulders > 12 in. Cone Penetration - Standard. Cobble 3 in.to 1 in. Tests Penetration e'ative. Gravel 4.76 mm to Sin. m3 lows/ft. Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm,to 0.074 mm Sands 0-16 0-4 Very Loose Clay <0.005 mm 1740 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firm Modifiiers Over 120 31-50 Dense 5%- 10 0/C Slightly Silty or Clayey. 10%.-30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30%-50% Very Silty or Very Clayey Clay 4-9 34 Soft 0%- 50/0 Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff 1 l%-20% Little 32-60 16-30 Very Stiff 21%-35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer(cherts) r 860@6AO Uo QOQC m consulting engineers, p.a. 7220 s.w. 39th terrace miami,florida 33155 phone: 305-262-6225 fax: 305-262-2014 Ej orlandofortun@bellsouth.net Tuesday, June 2, 2015 JOB No. 15-016-032 MIAMI SHORES BVILDING AND ZONING DEPT. RE: POOL FOR Mr. MICHAEL S SCORNAVACCA, 999 NE 94TH STREET MIAMI SHORES, FL, 33138 Permit - BPP-3-15-684 Dear Sirs: This is to advise you that we visually inspected the soil conditions encountered in the bottom of the excavation of the pool, and found it to be composed of sand and rocks having the required bearing capacity of 2000 P.S.F. established in our plans. If you have any 6f1ur t "' �&°stjons, please do not hesitate to call on us at the following nu : • 5, Fax: (305)-262-2014 and/or via electronic mail (e-mail) ate®� N 0 LLSOUTH.NET. ® �; No. 22,249 e� m �-' Tru) ups r S TRU��V ° p TAT O o " /�FPf� ED ', ° 4 0 Orlon M. f�grt ,°,••°. ° , P.E. No.22249 , uYOr"� d�"�o�''� Special Inspector No.° Og61`4 OMF/ia/15-016-032 pool soil W Miami Shores Village Petr hype PoolsimmirlpooW.,' 10050 N.E.2nd Avenue NE �... a11 TP ermf� S9ifi # '**"RUioniAllolr'�tlt3tl" Miami Shores,FL 33138-0000 �W,ak Ai?1Rt91E Phone: (305)795-2204 { 1' o , { 1 Expiration: 11/1712015 _ 3 APs Project Address Parcel Number Applicant 999 NE 94 Street 1132060350010 Miami Shores, FL Block: Lot: MICHAEL SCORNAVACCA Owner Information Address Phone Cell MICHAEL SCORNAVACCA 999 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone DESIGNER POOLS INC (305)969-6300 Valuation: $ 20,000.00 __ .. u ._.__.._. ._......,. _..... __.. ... Total Sq Feet: 450 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 POOL AND DECK Bond Return: Wall Steel Classification:Residential Scanning:3 Review Planning Review Structural Review Electrical Review Electrical Review Building Review Building Review Plumbing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing Bond Type-Contractors Bond $500.00 Invoice# BPP-3-15-54949 CCF $12.0003/26/2015 Check#:8304 $200.00 $1,169.00 CO/CC Fee $50.00 DBPR Fee $9.00 05/21/2015 Check#:008359 $ 1,169.00 $0.00 DCA Fee $9.00 Bond#:2720 Education Surcharge $4.00 Permit Fee $600.00 Plan Review Fee(Engineer) $160.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $1,369.00 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 rt' In all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin I authorize the above-named contractor to do the work stated. May 21,2015 Au riz6d SI nature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 21,2015 1 Miami Shores Village �_�: o , R g r �° -�" Building Department De , � s f 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 @Y'_ - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l l� BUILDING Master Permit No. �� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '1 /V 4 AT- City: T- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C a Rdy.4 V.*CA Phone#: Address: c`1 Ot � /V 4 City: ��l k"' Z 4 �- oState: �� Zip: Tenant/Lessee Name: Phone#: Email: nn CONTRACTOR:Company Name: �� S T1�Ji- 1 L S Phone#: 30S- 9 4 5I G3°v Address: C'y City: State:u Q A, zip: -331 Qualifier Name: 7�o rt I g <,k- Phone#: State Certification or Registration#: C Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ of GrYD Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color;of color thru tile: Submittal Fee$_ ® ` GD Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Psi TOTAL FEE NOW DUE$ 63 , (Revised02/24/2014) I / [ GO a 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. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CATRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 17 day of 'Af d Qai ,20 if ,by /? day of 1'ilk ,20 41f by Zl -qfPA*V4 da.-,4 s kno n to ✓AeA4 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: vPrint: Seal: Seal: : fr°. •° NELSON SUAREZ MV MY COMMISSION#FF136345 ® �) �� ! `'• ae!, EXPIRES June 25, 2018 (407)398159 FloridaNOtBfyrS@ry►�,epm Ke*Me**�k 7/-/ APPROVED BY Y`/ to Plans Examiner. �� Zoning A'I Structural Review Clerk (Revised02/24/2014) KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARDAN! _ \\ CPC145N981 The RESIDENTIAL POOUSPA CONTRACTOR 'r IRA— Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 GARCIA, JORGE LUIS Q Q■ DESIGNER POOLS INC t r, 13330 SW 205 LANE MIAMI FL 33177 ISSUED: 06/18/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406180001444 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LBT 5512935 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES V lf'D C� BA DESIGNER POOL RENEWAL SEPTEMBER 30, 2015 12252 SW 128 CT BAY 105 5753174 MIAMI,FL '33186 Must be displayedat place of business Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS DESIGNER POOL INC196 SPECIALTY PLUMBING PA T,MgEE T RECEIVED C/O JORGE LUIS GARCIA PRES CONTRACTOR 75.00 09/25/2014 Worker(s) 1 CPC1456981 CREDITCARD-14-040469 This Laval Business Tau Receipt only confirrns payment of the Local Businnss Tax.The Receipt is no a license, permit,or a certification of Me holder's qual0iostioms to do buslnass.Holder now comply with any governmental or nongovemmentel regulatory laws end regoimmeuts which apply to the business. The RECNPT N0.abovemost be displayed on all commercial vehicles-Miami-Dade Code See 88-276. � rar more lnkmetwo,visit wtro miemidade mov/mxcollector ACOItl7� DATE(MM/DD/YY) CERTIFICATE 4F LIABILITY INSURANCE _03/12/15 PRODUCER, Florida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 7278 SW 8 Strut ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR i Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)266-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE NAIC# INSURED DESIGNER POOLS INC INSURER A: ATLANTIC CASUALTY INSURANCE C 12252 SW 126 Ct #105 INSURER B: MIAMI, FL 33196- INSURER C: (305)969-6300 INSURER D:INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD DATE MM/DD DATE I DIM LIMITS GENERAL LIABILITY EACH OCCURRENCE 300,000.00 Q COMMERCIAL GENERAL LIABILITY L1440017554 12/11/14 12/11/15 PREEMMISES(ETO a o�rence) 100,000.00 ❑❑ CLAIMS MADE Q OCCUR MED EXP(Any one person) 5,000.00 A ❑ ❑ PERSONAL&ADV INJURY 300,000.00 ❑ GENERAL AGGREGATE 300,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ; PRODUCTS-COMP/OP AGG 300,000.00 R1 POLICY [-IPROJECT F-1LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS ❑ NON OWNED AUTOS BODILY INJURY (Per accident) ❑ PROPERTY DAMAGE El (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY. AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ❑ WC ST,MIT ❑ OTH- TO Y LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS LIC.#CPC1456981 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG. DEPT. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. FAX:305-756-8972 AUTHORIZED REPRESENTATIVE ACORD 26(2001!08)QF ©ACORD CORPORATION 1988 .��we JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/25/2015 EXPIRATION DATE: 3/24/2017 PERSON: GARCIA JORGE L FEIN: 651114550 BUSINESS NAME AND ADDRESS: DESIGNER POOLS INC 12252 SW 128TH COURT UNIT 105 MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: LICENSED POOL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the fitlng of the notice or the Issuance of the cert7icate,the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a certificate at DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 swim Miami shores Village Building Department RSA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this�day of ,20 N ByA? f S19 UWAP114 r1V o is personal me or has produced as identification. Notary: ELSON S0ARF-Z ;: Q= MY COMMISSION#FF136345 SEAL: `' aad?••' EXPIRES June 25,20, . (407)3%.oIS3 P-ireiHaNc;zr 20 y;; ,•i�e.com 12252 SW 128th Court, Unit 105,Miami FL 33177 305.969.6300 designerpoolsonline@amail.com March 24, 2015 Miami Shores Village Attn: Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 State of Florida County of Miami-Dade Before me this day personally appeared, Jorge L Garcia who, being duly sworn, deposes and says: That he will be the only person working on the project located at 999 NE 94th Street. Sworn to (or affirmed) and subscribed before me this 24th day of March, 2015, by Nelson Suarez. Jorge L Garcia is personally known to me. Notary: ` "9�0NELSON SUAREZ `� ' MY COMMISSION#FF136345 f Nelson Suarez '?�« EXPIRES June 25,2018 (40»398-0153 FlorldallotaryService.com 1Page R� Miami Shores Village Building Department ��P ® � 0,5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Y: INSPECTION UNi PHONE'NUMBER:(30S)762-0949 FBC 20 BUILDING aster Permit No. �'SpP- �-I,cs-�o8�•�• PERMIT APP I A I sub Permit No. BUILDING ELECTRIC❑ C ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Oqc) �"e owh &rcc, City Miami Shores County Miami Dade zip: .�'✓ ) ✓X _ Folio/Parcel#: Is the Building Historically Designated:Yes NO X _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Hyl 1�L�Y D rj 6x i� %ta�G� Phone#: C�o��L 15. +`Dy(, LJ'Pi'° Address: yl��1 IVE +h -o+ City: M mlrol 6hoi,P 4-2 State: Zip: 3�1-16 Tenant/Lessee Name: Phone#: Email: �) �/ .OI' d®I000I � �_�I� ��✓1 CONTRACTOR:Company Na/�me:�" I I Phone#: ��•CO 3 Address: .. J 2 �/VV I'2 '+Ig �L)d� !J'U! c 105 �1 City:_,v 11G1Y1'11 State: L Zip: ✓�� ,�/��, L Qualifier Name � � LGI�GIGi Phone10!!'.5-2-I State Certification or Registration#: f✓�GI �(�1 gI Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: ,, ' Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ISI• I �a �✓� wV1 66 tu' al4drWIT, to �114&ir �t Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address r 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 jab 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. '—I....—.004e, Signature Signature //OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20_� .by day of 20 I .by M1e'hZ1 !rZ0rnAVAC44 ,who is personally known to I— r6461 ,who is personally known to me or who has produced 1 as me or who has produced p`)/A as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBUC: Sign: Sign: Print: Com.' Print• Seat: Seal: rmrcorii�ISOM#IA 155795 ,p" NELSON SUAREZ EXPIRES:Decem�r28,2015 MY COMMISSION#FF136i345 x�a�a��sux��ssx� Iisz44 JFWiW wpm** �,'' ICPiNI� FIIti�'1 �. (407)38&0153 FI0r " Service.com APPROVED BY / 10151ans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' mi Shores Village ullding 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 `- FBC 20 (0 Master Permit No. /.��P�/-�lo c':Z PT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING (REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9 2g lY � 9 5' -.,I r City: Miami Shores County: Miami Dade zip: Folio/Parcel#: �� "' 3 Z - '935- 0 ,010 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): All)• /A60 -T ir o A y-4 y 4 c i1 Phone#: Address: 999 /V I 9Y " City: /�li�1�i �'/a �5 State: ��� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Z3 oJ_'Z'Gj 3 a0 Address: City: i"// '000" State: IP-A Zip: 33/8'C. Qualifier Name: 3o 1z ti42 e i Phone#: State Certification or Registration M _C ire i 4/J'e 9./ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State Zip: �' Value of Work for this Permit:$ 91068 Square/Linear Footage of work: 32..Ja?.fix 1L /Aer Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: A I id cilA w. . A,o cf< To 4 I .'s e Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ c �✓� (Re%ised02/24/2014) r 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. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature -� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of .2 by --2-V day of 20 / r , by .SC60-,.iA1J AceA who i ersonally k to yo c o 1044c.;A ,wh erson nown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who di NOTARY PUBLIC: NOTARY PU '4 NELSON SUAi3E2: 36345 + MY COMMISSION#17 20188 a' PIKES June 25,20 °p Floridallotaiv com Sign: '" Sign: } Print: Cg 6,4-7e-Q•- Print: ��py P.• Seal: RR • :j;:, LLF�'•7A`Zi.i� Seal: ZV . G += fl-l';(i^A'.41`.: IN a Ft :557:1 yc r'.•` Goaded Thru Notary Fubi(c I �k�k�kaNffiYnkB��k�kb+kok�k#ffi�k�k�k�kffirie�k+kfle�kak�R&�k+M �N�k�k�6 �Ir�k�F �R+!<���kffi�k�kek�k�N�N�Ysk�k�ktA�Br�Fffe�k�U#�k�k�k*%��k�k�k�k�k�k�leflrob�k&�kN#�k�k�h�k�b�k�k�k�k�le�k�k�k&+R�6�kak�k�k�kak�k�R APPROVED BY 0 Plans Examiner Zoning Structural Review Clerk (Revlsedo2/24/2014) JOHN MARRA &ASSOCIAT- ESi, INC.. Ptofessibnal LandSurveyors. ��MaprsPit � � r� � ININW.IBARRALANDSURVEYORS.COFk s 20 0• W 20 797 N.1fl/.92nd AVENUE 2804 DEL'Pa.aiDO BLVD SOUTH SUITE 3026 SUITE NO.202 UNIT-1 �2�° MIAMI,FLORIDA 33126 CAPE c`ORAIL,FL•'33904 PH. (308)2624MW PH: 239 140-2680 /q/ro r�� FAX:(308)262-0401 FAX:(239)840-2684 1` 7pp � �� `�a (INCH=20 FEET – } MAP OF BOUNDARY SURVEY 999 NE 94th STREET,MIMAIII SHORES,FLORIDA,33938 PLAT OF GOVERRiMT LOT 4 ABBREY/AT/OATSAATDMEAATAVOS gf re dPLAT BOOK 5. PAGE 90. � •- - Z I AL-ANQI0RPA99�II. Ifi— e c J_�j MIAMI RADE COi1�41"e RECORDSw AR_LIMIT OFPLAT(N.A.P) c A-AA(iUY `� F.I.P.Iw sc mo a"`mmtF.LP.1/2' 'C.LF. 6W.F. c�i SP.-um Pal LOCATION SKETCH5'YYF. ANCHOR NO CAP �- .NOCAP 948 5f►' -. 30.00, m- ,kAWL SCALE+ACT.B� soa. o�ePnmuru. —a a arl� '9 r a + Q-w a --- U.P. f0.f0' - LEOAL/1/OTESTOACCOMPANYS1f&TCHOFS!/RVE1': 1.32'CL 17S' 96T 9 969' Csa-CO�rewmcsr •mate MAYBEFASEMENTBRECORMINTHFPUBLICRECORDSNCr&fMMONTMSURVEY. .F /0.39 CM-COMMMOCKWALL -OOMlNAnONSOFMABSTRACTOfMEWILL HAVE ToOfWOE TODE(@NiWR=R= %. . . . . . . . . U.P. N eo. . . . . . . . x caa.CHORD . �a� cV . . . . . . . . . .10.2'4.'.'.'.'. 9.63' s 214 CH,CHORD. rncsneuMeNrs IrANY.a�crtNcmErRorl9erY. .mLs suRver/s suerecl To LTPDICATIONS.LmroTAnoNs.REsrRrcn .Rt'3PRVAnoN9 OR O . �... . • • CL. CIP.-CH MIUAFOJCe FAMMM 0FRECOM 0 . .�. . . . . . . w .0.h Q CMZ CMALMM MNG:PA'.�aeNls. .LIZALDEXR971MPROVIDEDBY4IHYTORATTESnNGTIRPCOMPAW- CONO'SLAB'. .' CONc.-CON�1G OVERH AD 10.39' ,6 9.95' eA� O CLP­cmc PORrn. •BOUNDARYSURVEYMBUS A DRAWING ANDIORA GRAPHIC REPRI WATM OF THE 10.53' cu.r-�umrnPo�r < SURVEYWORIC PERFORMED W THEAMD.COULD BE DROWN ATA SHOWAI9GLLEANDlOR W/RES ST64S. . . �A/CELEI�=1003' cs.-coNCT�TcsrAs. . . . ,i (g ZUU cm-Cowm� NOT TO 9CAL0 711E WALLS OR FM05 MAY&HYl1GGPRl4n�FOR C/ARfTYPURPt o 4'C.LF. 25. 9�' Q PTHIRKSE LAT s . HET d� AD DfXQWAaMM PAD �— ■8316 •ARCHITECTS SHALL veelwzoNmG REGUTAnoN9.RESTwCRONs,SETBACKS AND WRL BE OJ /, `.!r j ® e� • LWUH C UB,LVr WGCT UIFORM TM FOR YIPPROVAL FOR AUMOWATKW TO THE N •,•,Y• y ONE STORY elf B= .UNLESS CTHOW45E NOTED.THIS FIRM HA9 Nor ATn2VI D TO WCAM WOnNG MmlOR r U.P.-¢t==TRNMOMMPAD. PWMRAUIHORITIES IN NEwCOASTRUCROM LOT-2 vs ( l{I�. f025' Px-Pu�mvww. PauNDATtONS. 5H u, r 11� RES. #999 9.91' SM//TARYAMWOLE gam. 9.78' R:���F. .FENCEMARSMIPAMDfn9OW ®. 94W C' PJ.E.-FML a FIODROtYATR}N. P014 .w LF.E=/1.00' ��=10.11' � �— .MAb PLANOPSURVEY 07ICAI PREPARED FOR THP PxausrvE USEOPTMP ENRD!'� 4'C.B.W. N• �O fF.E=1203' —`"' x� W s PND-raDm NAa.G NIiM®HEREOAL THECMLTIFTCATE 83.32' _ ' b 1 �. FR:YRAW- .DOER NOT WW TO AM'LIMMI D PARTY. ONML LL 4•�F ,; LOT-9 S.M.H. 9.94' " H Q� 'm 1 , 0 3 PP= NATRAiAL MSUR/WCE IL 57F. a �, p n_H%H 09m m —�, MR! LF.-WN ft= Rc0DZ0AfEAW0A=anON.• INA W.-MISS ANO PA9 AW. 24.45'jr:.'. L IL-Ccth..d A LS 806 THE NFIP FLOOD MAPS HAV20fSlGNAT�THE HEREIN Df5CR18ED LAND TO 8f 51IUA1ID IN: r '' p y� a l7 Lr-uo�rPat FLOOD ZONE: w LAN fF P e- rFlaacaEVATroN �Mgp Q C LMP-LAWBASS FLOOD ELEVATION. WA �Y N ' ( I - COMMUNITY: 120652 0000 10.68° cis, 'Q AL eCEMMMBOX osrA» �pp�; L • ••• •••• ......••• • MJMR. KO PANEL- 2-5. 030 • • 30' /Y. 4F1:' (( •r 0 nao.cR.mvuaoAmcarn, 10.78' Q� O me- 10.83' WALK i` 10.01' I 3.48'CL- !�.u; m"-mkvmm"L� DATE'OF FIRM: 09/1 17t005' • • • —f'� F.N. Lu N nn-AaNR.mr WE THE SUBJECT PROPMUY DOES AKiT•LfP V A SPEdW.d � � N9�• 9. 1 ARTG=�=V&Cl u MMWL St/RYEYO/P'SA/OrFS.• •••i•• • • • R' .. A Hi4LT I.Z NTa-NOT TOSCAIt I.IP9ITOWN,BEARING9ARPREi�iIDTDANA95UMEDMB¢IDIM;BYSAmPLtTINmEDES gY••• °� fear DR/VEWAY 9.68' 9.✓�'. T.BEAM A9 co.O� 2.TTffaa=WU47U47MWM RY ARE f TO CD .•r�wNSIIf�MaPs. • • F.I.R 1 90*90 109T x 1v.8Tr� / O.H.L.- R BROOK 4.NOUN 15MSIVONRAT DANM a70 00000 0000 ••i••• NO ff 18' /—N N �5'/F 24- PL-P 'LANTOL affletw 5WAA&VADADEECCOu I 10T hb s;BEAftIS8.67�Orf!b�• CZ FX P.OG-PCWOP am& © VV.M. • x Pn- - OF 1929 AMM IS BASH ON PIAT NDRTH•0•••• • • W M ® F.f.R.1!2','�� 10.68' �� PT POQWofirA�NG". SURVtVOR'SCE/PT/FlCA77AA►.' • • • 4 �� m-I O� F1..P 11r Poa-POMroPo�m�muC IHR¢EBYCOMFY:THS'BDUNDaRYSURVEYOpTWpROP8T�C!'"HMWN.HAS••• C NO CAP,6 TB a ( MMM m V >O.OB'I NO CAP 3000` P�Rc-Pomlr� a>Rve RecMYMfN 5URVE V MD DRA*N qpI s P�eeV510A�9FQ OAST • - _ Pa-HATeoMc. mumaw=WfCAL SMADAR05 AS rp1�H 3Y(i FLORID 1 ••• 10.82' /Vi9/1&D/SC ASPHALT 7198.50' F.N. ^V — LAND SURVEYORS W CHAPTER 5J-17,PLORlDATiV4C0DuavrTo t 6'PWY 10.03' R=25=QD� �:Pr rR>�¢u¢xaaNeTc 472.027.RDWASTATLMS •• • I: ti ASPHALT ® 'n �' L 39}p': uNGsuR . RETURN b� . TBJIL 10,E / WyCE V Tan-5.32` w 1088' 17.5'ASPHALTPVAN)T 60T57° >D?4• a 10.34' 03/28/'1094 RP.-RADNS POW. Pat.ROAM IILD. J�E S STREET I ` - wsmwc CARLOS MAM4 (DATE or FIELD wojw F.N.D. NO.ID. serre r s rreos lYD ID 30'TOTAL.Rlaff-OF--WAY 4 s . PORCH PROFeswAfAL LANDsuRvEYaR No..6770 srAmor nowDA sEcmms (NOT VALID MT1fOUT THE SIGNATUREAND THEORIGWALRA5WSEALOFAFLORIDA T-TANf;@R LICENSED SURVEYOR AND MAMIM). TB-Tfl�lRY.O SOOIM CURVE TABLE T.ux.-TFCMOUWUTUWVA9eMW RV/SEDON, T�-TRamcswNALeox - TS.P.-TRAPM S16"PDX REV5W ON, CURVE LENGTH MDIUSI DELTA I CH.B. I CH.L. TRrP-Tow:snv. Cl 18.09' 25.00' 38°52'11" S71°33'54°E 15.81' Ur - N. C2 18.40' 25.00' 37°35W N71-55'32"NV 18.11' wil,WOW PmmpSIB WiL-WOODROW. DRAWN BY: EO W.F.-Y=RUCE SLA-WOOD ROOF. w_S.;Wow 03MI2094 LEQAL: ®dV.• F/PL D'Oe47�. oG CMM uM AA?6T/0 0 LOT 1, MAGES AND HAWIVNS SUBDIVISION,ACCORDING TO THE PLAT e- ' t O ' n� uwrcuN� :4PAP @)F THEREOF AS RECORDED IN PLAT 600K 5 1. PAGE 5, OF THE PUBLIC mCONORMaoacwuL � �+ RECORDS OF MIAMADADE COUNTY, FLOR&A. 3 408-NO: 44601676-1 A-CORIOp< MICHAEL J. SCORNAVACCA SARAH E.SCORNAVACCA - +r 'NNtirmaveAr.>ss ShWET• T ®��e •OW BOST=MVAM0 p�ygy�p S :