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RC-5-15-1039 SNinRiEs Miami Shores Village ei7►ii Tyfps�;(`teSidection 10050 N.E.2nd Avenue .Miami Shores,FL 33138-0000 i�'• fro�t, c�d�tio o-yNdy, 'Phone: (305)795-2204 Fax: (305)756-8972 FLOR1op, issue Date: 10/8/2015 Expires: 04/05/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060136370 Owner's Name:JOHN LONGMAN Owner's Phone: ()_- Job Address: 333 NE 92 Street Total Square Feet: 598 ! Miami Shores- FL 33138- 1 Bond Number: 2870 Total Job Valuation: $ 93,250.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0013M.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. ORONI INC (305)685-0412 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. wN US ��v�S Q ed� 7 �A<' ivi�" J11A WA4 t6 2�{ 16 w lip V4&U1A:j%4 CA J NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. -;..,: -. „i"%,„.,, � �'�s ✓� l✓' „?;.,{ ;. :,. 'tom ,, c+v.'- .. ,v •'" w:'�,rte„`'.' i r.,. .•-- .,W;,/,,`�%/; r INSPECTION ' ATE - t SP INSPECTION �A Foundation f' f •' INSPECTION r f Zoning Final /,� �f / Stemwall ZONING COough MiN Slab f � Water Service Columns(1st Li ti.... / / ted Columns(2nd Lift) < ” 2" Rough Tie Beam Top Out, Truss/Rafters Septic Tann / f Roof Sheathing / ? / / // Sewero ,A H / Bucks Roof Dra1Tr1/9 Windows/Doorsf , ELECTRICAL IntPrinr Pramino / /� „ Gas DATE INSP LP'Tank insulation Ceiling Grid / ry;PDle We11 f ,fr',/ Vii/ 3A" moorary lawn S r klers �i r Drywall Pool ondirii Main Drain' Pool Deck Bonding Pool Piping in g Wire lath Pool Wet Niche Backflow Preventor Pool Steel Underground / Interceptor Pool Deck Footer Ground ,r i%// Final Pool �� "% Catch Basins Slab Condensate Drains Final Fence i Wall Rough HRS Final Screen Enclosure Ceiling Ru h_ �_t t Driveway Rough " PLUMBING COMMENTS Driveway Base Telephone Rough —' Tin Cap Telephone Final Roof in Progress N Rough Mop in Progress TV Final Fina!Roof Caoie Rou h Shutters Attachmentalalnatg banal Shutters f« f Roils a_nd Guardrails _ #nal MECHANICAL ADA compliance � 11agh INSPECTtok]". P r / 11d rj/, V UndergroU"l1 / r, DOCUMENTS Fire AUIrrtt AtiugCa SON Bearing Cert Fire Alarm Final- - Roughg Soil Treatment Cert _ Service Work With Floor Elevation Survey / Ventilation Rough Reinf Unit Mas C f ELECTRICALCCIQ f iii tM / Nim r rJf r, Rood Rough rifl # / Insulation Cef, / %f { Pressure Test Spot Survey, r , �,,,�r / i, =a /�`� f` finat Hood Final Survey f lam" final Ventilations Truss Certification Flnal Pool Heate STRUC7 11A Ein a Vacuum. FIRE MECHANICAL COAJANE INSPECTION DA7 INSP ` Final prinkler, FIna Aldrin Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-279601 Permit Number: RC-5-15-1039 Inspection Date: March 27, 2017 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: LONGMAN,JOHN Work Classification: Addition Job Address:333 NE 92 Street Miami Shores, FL 33138- Phone Number ParcelNumberNumber 1132060136370 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments NEW EXPANDED FAMILY ROOM W/CABANA BATH Infractio Passed Comments INSPECTOR COMMENTS False C)3h, Inspector Comments Passed �� Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 March 27, 2017 Page 1 of 1 LOCATION MAP Scale: 1" = 150' - - ---P��- 93fd— - BEET - - . . .... ...... . • • L0 GENERAL NOTES: •' • M M , • • • n NORTH 50' 550, 50, 50, 5�0, 50' 50' 1)LEGAL DESCRIPTION PROVIDED BY OTHERS. •••i•• • s • •••••• 30' 2)EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TQ Mff%NE :'Do •• • • // RECORDED INSTRUMENTS,IF ANY,AFFECT THIS PROPERTY. •••• s •• **so* n 12 �? 11 �? 10 zn 9 4 8 n 7 � 6 Lo 3)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR 0*4rl: ••• • ••••• RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. •• •• •• •••••• CV N N N N N N N • 4)UNDERGROUND PORTION OF FOOTING,FOUNDATIONS OR OTHER IMPRpVEN1E NTS • • '• WERE NOT LOCATED. s••• • :*eve: ' Block 47- ; • �••••� 5)ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. ••••e• ••• • • / 15' ALLEY 6)WALL TIES ARE THE FACE OF THE WALL. '• 2 7)FENCE OWNERSHIP NOT DETERMINED. 8)BEARINGS REFERENCED TO LINE NOTED AS B.R. 9)BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF N 13 14 x,/15 16 N 17 N 18 c 19 N THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. 30' 10)NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 1 50' 50' S0' /50' 50' 50' 50' 11)NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. rn n 12)DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. cl) 13)ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. L – P 'f' –92nd – ---STREET – � – 14)THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 15)THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON.THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. 16)BENCHMARK:N-568.................ELEVATION:9.65 FEET LEGAL DESCRIPTION: LOCATION:N.E.95th STREET&N.MIAMI AVENUE FOLIO: 11-3206-013-6370 LOTS 15 AND 16,BLOCK 47, 'AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1 ', ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 10,AT PAGE 70,OF THE PUBLIC RECORDS,OF MIAMI-DADE CERTIFICATION: COUNTY,FLORIDA. SURVEYOR'S CERTIFICATION:I HEREBY CERTIFY THAT THIS"BOUNDARY SURVEY"IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION.THIS COMPLIES WITH THE MINIMUM TECHNICAL PROPERTY ADDRESS: STANDARDS,AS SET FORTH BY THE STATE OF FLORIDA BOARD OF 333 N.E. 92nd STREET, MIAMI SHORES,FLORIDA 33138 PROFESSIONAL SURVEYORS AND MAPPER IN CHAPTER 5J-17.051,FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION .027,FLORIDA STATUTES. ABBREVIATIONS AND LEGEND: RES =DENOTES RESIDENCE i SWK =DENOTES SIDEWALK FLOOD ZONE INFORMA'T'ION: A/C =DENOTES AIR CONDITIONING UNIT � CONC. =DENOTES CONCRETE FLOOD ZONE: "X COMMUNITY: 120652 PANEL:0302 (M) =DENOTES MEASURE SIG FOR THE FIRM (R) =DENOTES RECORD MI ESP SA P .No.5101-STATE OF FLORIDA. DATE OF FIRM:09-11-2009 SUFFIX: L ELEVATION; 8.0 FEET R/W =DENOTES RIGHT-OF-WAY N T A TH TAN AUTHENTIC ELECTR NI SIGNATURE AND AUTHENTICATED CL =DENOTES CENTERUNE E CTRONIC SE AND/OR THIS MAP ISN V LID WITHOUT THE SIGNATURE AND U.E. =DENOTES UTILITY EASEMENT E ORIGINAL AISED SEAL OF A LICENSE EYOR AND MAPPER. I CERTIFIED TO: P.B. =DENOTES PLAT BOOK PG. =DENOTES PAGE SHEET 1 OF 2 JOHN F. &DENISE LONGMAN QO =DENOTES WATER METER NOT VAUD WITHOUT ALL PAGES =DENOTES WOOD POWER POLE o =DENOTES WOOD FENCE MIGUEL ESPINOSA LAND SURVEYING INC. �—� =DENOTES CHAIN LINK FENCE PROFESSIONAL SURVEYOR AND MAPPER o =DENOTES IRON FENCE 7700 NORTH KENDALL DRIVE,SUITE 306,MIAMI,FLORIDA 33156 —OH— =DENOTES OVERHEAD WIRES PHONE:(305)262-2992 L.B.No.6463 Q =DENOTES FOUND IRON PIPE(NO ID.) BOUNDARY SURVEY Original Date: Field date: Revision Date: Drawn by: Job No. 02/17/2017 02/16/2017 02/17/2017 M.F. S-12319 E mrd--AV£UNE- - MAP OF SURVEY I Scale: V = 20' RECEIVED MAR 2 710Y 0.00 . . 0000 0000.. Cl) • 0000.. 0000.. 0000 0000 .. 3�.5 " AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1 " I I •••••• •••• ••••• P.B. 10- PG. 70 Found l/2" i 0••000.. *000 0000. 0000 , .••9 .e I •• •.•..• 75'TOTAL RM Found 1/2" Iron Pipe •• Iron Pipe Lot 14-Block 47 z �.' Chain Unk Fence No Id. o I • • • • ONo Id. M 0 • • • 0009•• �o.. N00°14'70"W 127.50' a nign — — — — 999999 � --- ---------------- - 0000.. - 1 I •• • 999 • • • Z q 10"� N Brick Walk I • • _ \ 0 1`y'o '_L-' 80- O 14.65 •• 1 q o M L o ----- __ - 20,30''l- LLLL N 27.55' FF _L -------- OOI LLLLLf i LLL_ LLL L 4.5� G.M _ _ .. _ _ _ - 17 LL, i _LLL L _ 1 .. Fi L LL' L _L 14O.BO L L LL _LLL C ___ L _I I�ch \O' itoll- LL'1 'LLL_LL _'_LLLL' _ LLL- L LL' ILL LL_L LLLLLL'___LLL L__-_ _LLL-10 p L L -L - LL_�10 O_LL_ L_L__ I Li I -_LL LLL- Lpp - LLL_I L LL- LLL_LLL_� LLL L.-LLL'_L_Llo: Garage I o + c.l Ip LL L LL1 LL'O O_LLLLL _ LLTIIe DIIV6Wa - L LL__ O _ - _' L L __L_ L_L L LL L LI- G o� 3 11, - 1 'vj L L L LU LIO OLLL_LL_L LLL__ _ Y_�LL _L LO L- L L LCL _LLL_LL L_L L LL �.LL F.F.Elev. 10.27' 1,.� I ^ z { .� ] y 1^ L LL _LCI^ L_ _ LLLLLL_CLLL�L' L' ^ IL_ L _ L L _ L_�_ __ _ 1 L - L _L- LLL_1 L L'' LL__LL LL_LLL_ - C•' 4 t �i .. _ .L L` _ _L'_LI'__ ^ __L__- _ 4S COI __LLLLL__L'_'_C __ L L' _ _ 12 CO v 7 a 7 .. L LL LL LLL �� i��GM �,✓�v I frf ... _ ___ _ LL_L LLL '_L 1 M U O }!• tt r"Y �\ O9 CO'- 13.4' I (n `a ° xe •"id e 34.93' Q _ _Po -locn- c 18.05' 0 3 G�17 -------------------- c .. 32.45' ON 2-STORY-BUILDING ^ O Generator (1) I g r ' Residence No.333 teas g 19.05' 2'- > C I O L. o o _ O - F.F.Elev. 11.70 FT. Cn N d D ca c� 6.0' L v��yw l c 8.0' O°'ci N 35.00' ° 23.05 �y P iyy v = .. m t. F -------------------- 8.45^ 1 L O 11 ' ____ - '0 v. N -��/iii N �^r.. v� v^/,or �� Q a � � Q W u I _ I'-LL20.00,L'L'-LLL' C e1' Chimne�_J v9v0( v��w ��^ �� :ter _ _ I Q Q ty ❑ g LL'_Ll LLLLL'�L' . CL\ Y 6.9 v. v ..Q�N L.! = ____LLLCL L_L�_' IY`�vvvv�':,Y✓�^Lvv ..� Z O �BfiC.( Area....` L Q v 14.�C'� Y Y ------- � O m O,'„ LL'_'_LL___LLLL'_L_LL I �✓ v v ,;�`� yYvvvvvvvv .. I O r„I �L LLLL_LLLL'_LL__LU v�e vr,vvv�i�vFv•i 1. ... v CLLLL'_'L�LLQ' F. plJ vvvvvv ((t LLLLLLLLLL_L�__L,L vvvvv _LLLLC_LL_iL__Li_L' 1 v v vv I _ ❑ O.. L'_LLLL LLLL_i 1 I I L vv`O v v vvv vv 15.70' 0000. a`... LLL_L a- L--RR C1 v vv v j \8.5 v v v�v�:. ^ : .. _ Z.+ �LLL_L',QLLLC`LLO •• �v "�'v v,N ..j `%, 6.5' c vvvv °' :a I U Q Ll I Ni v v C�vvv' . M LLL_L LL LLL" .� I - N :w� c0 r� v.�'in v; .,c 0000.. (] ^ '' W W . .. LLLLL_LL—�L'__L_L'_ a �Q v-11 vv'�p ,p O 0 0 0 0 0... m I--I (� ... _L______. L-LI O 10.00' O U _J '_C_LLLLLLLLLLL_LI � v m� r� 6.S O P L Q t7 U Z ❑ .. .. L--L----' LL--r- L-jI m `:i=: -.t' N o c -c'. a, U) Q Cc .. 0000 .. LLLLLLLLLLLL__L _L 1 �j 4.2 4.3� N "' CC__LLiLLLLLLLLLLL' C' U ^ tl �' _J 6 I Swimming Pool L � ........ '_LLLL i i L,-L_L''-LLL_L g Q .. .... -L-----iii-i- L' U5 1 a O "1.]� ` (� Z ........ -LLLLLI LLLLLL' I U,0.. I J 1� O ......... _.''..'.--+LLL_20,6 -PI—NI I O ... ... 1. 1 ^ O.Ov"� 19.50' 3000' .. I L- (� O 10.0 I.130 v N �� Q d O ❑ I 0 2.2' C.B.S. v A/ M vPool vv2.5' z W 0 W Z E I E7 1 .. .. 0J �0000..45.00'v � > � 10 , 1 b Utility p1 4.0' N 1 of �, 6 Pump 10.0' I � O (D Q U Q J' j. I ^ OI I �0. p 2• 0000... _ W W ...........1 Q '� F o N00°14' 0"�V 127.50' wood Fence ol I — — — Q N ct Cf) v~) Found 1/2" 6'hl9n t. ... Iron Pipe Found 1/2 37.5' No Id. Lot 17 -Block 47 Iron 75'TOTAL R/W " AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1 " P.B. 10 -PG. 70 SHEET 2 OF 2 NOT VAUD WITHOUT ALL PAGES MIGUEL ESPINOSA LAND SURVEYING INC. PROFESSIONAL SURVEYOR AND MAPPER 7700 NORTH KENDALL DRIVE,SUITE 306,MIAMI,FLORIDA 33156 PHONE:(305)262-2992 L.B.No.6463 BOUNDARY SURVEY ALL BEARINGS AND DISTANCES SHOWN HEREON ARE Original Date: Field date: Revision Date: Drawn by: Job No. RECORD AND MEASURE UNLESS OTHERWISE NOTED. 02/17/2017 02/16/2017 02/1712017 M.F. S-12319 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JOHN F. LONGMAN AND DENISE LONGMAN A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 333 N.E. 92 STREET City State ZIP Code MIAMI Florida 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOTS 15 AND 16, BLOCK 47"AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1 P.B. 10 P.G. 70 FOLIOA 1-3206-013-6370 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°51'35.94"N Long.80°11'26.53"W Horizontal Datum: ❑ NAD 1927 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 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1, NFIP Community fame&Community Number TB2County Name B3. State VILLAGE OF MIAMI SHORES 120652 MI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Erevation(s) Number ' Date Effective/ (Gone AO, use Base Revised Date Flood Degth) 12086C/0302 L 09/11/2009 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile x❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 Mb v OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 333 N.E. 92 STREET City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30, V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: N-603-R Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a)through h)below. ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 11 70 ❑x feet ❑ meters b) Top of the next higher floor 21 70 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑ meters d) Attached garage(top of slab) 10 27 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10 10 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9. 90 0 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 10 20 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA ❑x feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑x Check here i attachments. Certifier's Name License Number MIGUEL ESPINOSA 5101 r Title P.S.M. Company Name of MIGUEL ESPINOSA LAND SURVEYING, INC. Address 7700 N. Kff ND LL DRIVE SUIT 06 City- State ZIP Code V MIA I Florida 33156 Sig liur Date Telephone AV 02/16/2017 (305)262-2992 C y I p ge o epaition Jpeftdffe a d al attachments for(1)community official, (2)insurance agent/company,and(3)building owner. mments(in I ding a of equipment an I cation, per C2(e), if applicable) TITUDE/L NGITU PER GOOGLE E H TTACHMEN S=BU DING PICTURES C2e=A/C UNI FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 333 N.E. 92 STREET City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items 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 ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑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 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑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 ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 333 N.E. 92 STREET City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 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—G10)is provided for community floodplain management purposes: G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/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: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 333 N.E. 92 STREET City State ZIP Code Company NAIC Number MIAMI Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption FRONT VIEW 02/16/2017 Photo Tvdo Photo Two Caption REAR VIEW 02/16/2017 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 ENr Via_:tA_:1;.. r � � :.,>s�. 333xN� Q2 ST, N��;gmt S�ores, 33►3$ t 4 Jr .......i.._a. i ..,WAY MM,.:'u. i �i'�'„_._t?.. _.�::.Lt _.:..:.._ti-_.- 1'tr_�.t� ”' .��...:.':✓'. re`e.on qv;W;yPsyn W&40 hun coon,.,:;._ . . , .: C.�.i;�.,l..'....'ll:.LvYS "F::,.:UA i'.'. .,._.m.1..MW,,..;:v.., ..... _.;1::. On noon.t.,l:, ....L. ..,.,:4 .,,, ....... r.1- .. 1,.. ......... .......... kn WOW at' d G F r r.:W S.T ........_...(Wn)1 t .. —'.�. ......,.: .V;..ix' ..... ._._.._ _........._... !oda .a:..1.,5_.. :-nvo nT yam low...., a,.. ,.. ;'r It_,p.:::::::a .:,: 1, i .;.-Fa ansmuis knam ), ' i.F ur s M W.,\w..\;_L'i.rE awt _..d Quem. _t.:c .r... ic.. areas. _..a>,:.�_, T .. c.a^I^ �. �. , .., ItC P.cr>J.aG .rar:numbin:Ci r!ni$[<rO,' ..:>_. ? 2Qw., n C:c ml.lst„ ....,...t nC'lri,al 6o- r ,ltti:; _ n+, t. M blal•c PWmpis cf:his sheet ia;your t;fficc, s reyu;s c«ist fni urc j,1's. n � s ..1L.. Da"t ;ed Note:For laG[. t insubO•,"MMM,"c a 3�3r�;• .�,e.is^rr<,a + .,, his Baru:. W&#�. Peat e4atW, 494c. (305) 274-5541 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Permit #: I� Il73q Address of Treatment or Lot/Block of Treatment Method of Termite Prevention Treatments oil barier, vood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Authorized Signature License # JB846 • _i'_ __---'-� Vu[ •..YV 'YAIUWIV JY1lY•,.GJ +! r t -DEC DYNATECH ENGINEERING CORP. W W W.DYNATEC HENGINEERING.COM Miami,November 9, 2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 Northwest 6th Court North Miami, FL 33168 Re: Addition @ 333 Northeast 92"d Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on November 9, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done,prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. gp.AD N' Sincerely yours, ,+� � .'�q 41 gVA— Wissam Naknani, P. E. 3; No.39584 DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 STATE OF Special Inspector No. 757 '• "' '•.'�COR%O ��'`` Certificate of Authorization No.: CA 5491 '•. S/0 A` 1 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM - EC s� 1 E ^DECCORP. W W W.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: November 9, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition(a, ADDRESS: 333 North East 92nd Street, Miami Shores, FL. CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Gray sand w/small rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 5.1 96.6 7.0 100.8 9.4 103.5 106 13.5 102.2 D 15.6 98.1 R 104 Y D 102 E Optimum Moisture 11.1 Percent N 100%Maximum Dry Density 104.7 lbs./cu.ft. — 100 S %Passing 1/4"Sieve 94.8 Percent I 98 T Y , Sampled By:JA 9.6 w�'y"e Tested By: JA Checked By:WN ��,`GENSB�'•;'�9,L�6b 8 10 12 14 16 co No.395 *Ifespectively submitte ° As a mutual protection to clients,the public and ourselves,all reports _ are submitted as the confidential property of clients,and authorization — �` OF for use,publication of statements,conclusions or extracts from or regarding- 'IN'S — sam as ani,P.E. our reports is reserved pending our written approval. �Q;• ��.DYNATECH ENGINEERING CORP. ��\'��,# Florida Reg.No. 39584 Certificate of Authorization No.: CA 5491 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM f EC R' A t DYNATECH E CORP. W W'W.DYWATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: November 9, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition (a, ADDRESS: 333 North East 92"d Street, Miami Shores FL CONTRACTOR: Oroni Construction Test No. 1 Location: West side of south footer Test No. 2 Location: East side of south footer Test No. 3 Location: Center of east footer Test No. 4 Location: East side of north footer Test No. 5 Location: West side of north footer Description of Material: Gray sand w/small rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 103.1 103.6 104.0 103.3 102.8 MOISTURE CONTENT% 8.7 9.2 9.0 8.8 8.5 MAX. DENSITY IN THE FIELD % 98.5 99.9 99.3 98.7 98.2 COMPACTION REQUIREMENTS 95% 95% 95% 95% 95% % OF MAXIMUM 100%MAXIMUM DENSITY (LAB) 104.7 104.7 104.7 104.7 104.7 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested By: JA ASS 1�t/L Checked By: WN — `i`�rNq,q�•., Wissa Naamani,P.E. . �CENS�--'•9ifi DYNATECH ENGINEERING CORP. 3g58� Florida Reg.No. 39584 _Certificate of Authorization No.: CA 5491 W — *A density test determines the degree of compaction of the tested laye;f 4ek,ial on�.jp'th9a shall elrsity test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to construction to:,e Vbsoi conditio.?,gS ritual protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients, and author4 e'er pyb i f' nt conclusions or extracts from or regarding our reports is reserved pending on our written approval. 3 E 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM C VLV 1z..aaYa..AY• 4aaaavaa'1GY 1esL�l'LMILRiMLJ iLJli1YVIMJDLA1 VJ�itVlJt 1LAl1NU�1NAYIIl.11Vjy At:KV1l:Gh.S �LKILL1NU,t-KVII:l+A" t-DECDYNATECH E INERICORP,RP W W W.DYNATECHENGINEERING.COM Miami, December 18, 2015 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6`" Court North Miami, FL 33168 Re: Addition @ 333 Northeast 92nd Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on December 18, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. ` Sincerely yours,' 5`'-'%'%C ENs�'Qy� al S Ne• 39584 `!-Z Wiss Naamani, P. E. = p STATE OF % DYNATECH ENGINEERING CORP. ;00 ,,- Florida Reg. No. 39584 Special Inspector No. 757 ss /ANAL C" Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM � _ EC VLVaL,�.au��.r�a. c.a��w�a'ar.a��AL�py(91 Li[iMLJ 1LJ1i1VV I/iJDLJ1 VJ�1tVVi' iLJ111VV I11VAYGl,lllJjV'yKVll.♦•..71L1t1LLlNli,liHV1(.Y:, TE ENGINEERING .^ C W W W.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: December 18, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition 2 ADDRESS: 333 North East 92"d Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Tan sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 5.9 97.0 7.8 100.2 10.6 102.9 105 13.5 101.4 D 14.8 99.2 R 103 Y 101 V D E Optimum Moisture 11.6 Percent N 100%Maximum Dry Density 103.3 lbs./cu.ft. 99 S %Passing'W'Sieve 98.1 Percent 1 97 T Y Sampled By:JA 95 Tested By: JA 9—t+W : Checked B N Y S�� '��,�� 6 8 10 12 14 16 gP .- \� �5 �,10EtiS�41- Q9 Respectively subm*jed, As a mutual protection to clients,the public and ourselves,all reports '�: �� = r' are submitted as the confidential property of clients,and authorization NO. 39584 UA for use,publication of statements,conclusions or extracts from or regarMg* ; * ,� amanl, our reports is reserved pending our written approval. STATE O �� * DYNATECH ENGINEERING CORP. %0,n`.� F ;4Q' 'Florida Reg.No.39584 �t�`�'•.<O�IpP,.'`��i Certificate of Authorization No.: CA 5491 S/OtVA L 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM I , EC CORP.^DEC t WWW.DY14ATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: December 18, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Addition g ADDRESS: 333 North East 92nd Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: East side of addition underslab Test No. 2 Location: Center of addition underslab Test No. 3 Location: West side of addition underslab Test No. Location: Test No. Location: Description of Material: Tan sand TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 102.1 101.7 102.4 MOISTURE CONTENT % 8.1 8.3 7.9 MAX. DENSITY IN THE FIELD % 98.8 98.5 99.1 COMPACTION REQUIREMENTS 95% 95% 95% % OF MAXIMUM 100%MAXIMUM DENSITY (LAB) 103.3 103.3 103.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested By: JA Checked By: WN Wissa aamani,P.E. °�,• SAAB DYNATECH ENGINEERING CORP. Nco ,.0CE , tiqq� Florida Reg.No.39584 Certificate of Authorization No.:CA 5491 QQ,,,, *A density test determines the degree of compZti*n of the tee layee bl aten0 nM. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client;p rsto constructi6n to verify subsoiCconditions. As a mutual protection to the clients,the public and ourselves, all reports are submitted as the confidential prop5stclien87 aythorizatiotii fpr publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ,n.. OF °�ORID1% tG� �4,,„ 'VA L_ENG . 3 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM #1E'Cq” MAWR As CAMPIBBIJL 373 N& OM SUM A" WNWL H.A. 33138 75P231 S o F 758-76% LU FL LIC ARoK=7a Date: December 14, 2016 Miami Shores Village BuildingDepartment 10050 N.E. 2°d Avenue Miami Shores, Florida 33138 Re: Permit#RC15-1039 Longman Residence Addition 333 N.E 92nd Street Miami Shores, Florida 33138 Folio# 11-3206-013-6370 Attn: Building Department, I, Mark A. Campbell,having performed and approved the required inspections at the kitchen and bathroom renovation. I hereby attest to the best of my knowledge, belief and professional judgment,the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge,belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced stru Should y ave tions or d any additional information please do not hesitate to con e. Sin . A. Campbell,Architect State of Florida: #0011074 333 Longman Res CO letter 12-28-16