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RC-18-34341 -4 �i }i3'KFGintilSdi'!IKT.TN.'d-,.1aM 2 .. ) .. .. ub #'.s... ..,SF ... r.. ... .. trcn3' .. `._'iJ 3 `l3y Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 1292 NE 95TH ST, Miami Shores, FL 33138 1132060144040 Contacts Permit NO.: RC-11-18-334 Permit Type:. $W11ding (Residential) Work Ciossiffitotion: GarageEnclosure Permit Sixtus: Approved Expiration: 02/10/2020 MARIA DELLATORRES Owner HOME OWNER Contractor 1292 NE 95 ST, MIAMI SHORES, FL 33138 HOME OWNER Description: GARAGE STORAGE RENOVATION Valuation: $ 5,000.00 Ins ection Reuests:3i15.762-4949 TotalSq Feet: 165.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $50.00 Planning and Zoning Review Fee $35.00 Residential Application Fee $50.00 Scanning Fee $9.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $3.75 Total: $476.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $476.00 Credit Card 08/12/2019 $426.00 Credit Card 11/13/2018 $50.00 Amount Due: $0.00 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 requ_{ed for ELEC_T.RiGAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF iF A T/ I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co,,st and zoning. Fythermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 12, 2019 Page 2 of 2 SKETCH OF BOUNDARY SURVEY trJ•!J-fz — _ tee $ 0 , , I ,� I, , •T. •T I j''I'''I(II"'�'Ij`�'c' I e ,,. � "'1 ....................... ...... .... ................ ...... .......... ' T ` rL k C.9L�l.:�LJ . -, " ,+1.�11..l. LLG' 7 p cj �•-s '� le,A IT 1 •T f7 11 t1 - '� .j lO .l •2 W f L tr e M - ti II�� f1 e M� I f �t { F_ T A C i 7 �'T e R F� 5 <. v e , • p _I iy l v u t �rtt e, I i j .l l Ar; 1 i Q LOCATION MA � •� P O WAl NOT T SCALE {4 1 f 11 L 1' K r ............................................................................................ ... .................................................................................................. ..... ....................... LEGAL DESCRIPTION: All that part of Lots 1 and 2, in Block 85 , of 'MIAMI SHORES• - + 21.25' PARKWAY UJ SECTION No. 3" , according to the Plat thereof as recorded in Plat - -�----°-r---�° Rs 0 Book 10 at Page 37 of the Public Records of Miami -Dade County, W.Md I Florida. lying West of the following described line: From a point in 5.80' 5.60' in the North line of Lotl, a distance of 75.0 feet East of the " ''''"' '4°'` � "' ''�"'' %- Northwest corner of said Lot 1' run Southerly 100.2 feet to a point No LD., �:..+':<:Sk;CONC'slaElyaLkr•,.•,8�.61"iC)..- .. t• '�'r=3:' at y P .. i F.LP. 1 2 — -� Q in the South line of Lot 2, lying 82.12 feet East of the South West o W ao BLOCK • ' (No I.D.) l` + ` In corner of said Lot 2 and the Southeast half of the alley.„ ,�j �,�q,•� 125.Q0' CORNER F.I.P. 112 �.•• • •eN Z • o Z Parcel Identification Number. 11-3206-074-4040 • ' PAVERS (No I.D.) CERTIFIED TO: �.. ..a.. ' I DRIIiEWAY MARIA PAOLA DE LA TORRE ��•• •••••• ' 6.55' PROPERTY ADDRESS: ' I8.65' lzss' 1292 N.E. 92th Street, 49,99661•• ••••• e O Miami Shores, FI 33138 •• •• ••' •••••• REMAINDER OF LOT • • • • 6' WO • 13.80' i F 01-M-1 _ � 23.70' 6' OD 1 SURVEYOR'S NOTES: Z• Q�GA 74r k_ GARAGE A 0.29' BLOCK 85 • • ' • •' •' • j L6 24.53' ELEV.=6.15' r 1) The above captioned Property was surveyed and described . . :•• •Q . J ' A/C POOL .1 based on the above Legal Description: Provided by Client. ' EQUIPMENT ^ t ;, ,� 2) All bearings and distances shown hereon are recorded andUJ •� •� w SLA � LOT ` �3X) ON CONC. 0 measured unless otherwise shown. 07 TWO STORY CBS �i `f. > 4 ' 3) The lands shown hereon were not abstracted for easements or O UJI BLOCK 86' N 6.46' _ _ RESIDENCE # 1292_ _ �c M' other recorded encumbrances not shown on the plat and the w F.F.ELEV.=8.63' (SLAB some, if any may not be shown on this section. co ILL W NO Z J A 6.46' j 0 4) Foundations and/or footings that may cross beyond the co 22.98' 934'I VW boundary lines of the parcel herein described are not shown z to G E N D (UNDERGROWND) w 00 CD j Y a ABREVIATION SYMBOL DEFINITION 5) Elevations are based on the National Geodetic Vertical Datum 1929. ¢ _ I ' L ' '' 0 1 A/C � Air Condition a ' v 25,27' �;.� a 6) Fence ties are to be the center line of the fence. N ' _i c Calculated CI L I t-- — REMA/NDEROFLOr C.B.S. Concrete Block Structure 7) Wall ties are t0 face of the WQII. Q p AL / t_i L" 8.90' -L_t L 2 C.L.F. —><—x— Chain Linked Fence LEY ' .7T _ :` is �� zq N j 8 Ownershipsubject toopinion of the Title. w w l3.80' 00 h p �. t• cv r BLOCK 85 � - - Center Line ) 1 I- -L 2u I8.70' �• 1tr)E i Elev. X� Elevation 9) Underground utilities are not depicted hereon. CV O 0 POOL 6' WOOD F.F. ELEV. FINISHED FLOOR ELEVATION N 10) Zoning and Setbacks are not verified by this survey. c� Tit p (6 =t_ m � FENCE F Found N � �"� + � 28.15' �{ F.I.P. Found Iron Pipe 11) Benchmark :8-62, Elevation=8.65' N.G.V.D. 1929. /13.80'' Measured 0. w r w r , , . ., M Measured 0 0' 5.5" 5.6' 0.77' � I 1.5'CBS WALL k I —WOHL— OVERHEAD LINE SURVEYOR'S CERTIFICATE: LU _ P 1 WP.P q, Wood Power Pole M �/ R/W --- Right of Way Line I hereby certify that this survey meets the minimum technical standards °�—•�--—..—�—.� o<— ,<—,°_,. ,° _4„°_ as set forth by the Florida Board of Surveyors and Mappers in Chapter 5J-17 F.I.P. 1/2" W.Fence ��— Wood Fence Florida Administrative Code, pursuant to section 472.027, Florida Statutes. And is Z (No I.D.) er 89.76• �C� 6' WOOD N W.P.P. W.M. o Water Meter true and correct to the best of my knowledge and belief. } �- 0 o I FENCE o ao H J m LOT 12 NOT VALID UNLESS SEALED AND EMBOSSED WITH SUR YOR'S SEAL LOT 11 I :n x z (P.B. 40 - PG. 16) (P.B.40- PG. 16) Date of filed work: 05-23-2018 LL GRAPHIC SCALE gILL o 10 20 40 Cl) I I I --� Adress:13801 SW 10th Terrace Miami. FI 33184 EFRAI 0PEZ FEET( IN T > Phone:(305) 345-9083 Professional Surveyor an Mapper # 6792 SHEET 1 i inch - 20 ft. Fax: (305) 820-3558 State of Florida. OF 1 lk MecaWind Std v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.-Lecaenterprises.com Date 2/28/2019 Project No. 19-003 Company Name Ingesol Energy Corp Designed By Fabio Delgado Address Description Single House Renovation City Weston Florida Customer Name Paola della Torre State Florida Proj Location Miami Shores, Florida 33138 File Location: C:\Users\DELL\AppData\Roaming\MecaW1€�ci\,Default.wnd •••• • • • • •••• •••••• Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) •• • •••• • • Basic Wind Speed(V) = 135.00 mph •••••• ••�• • Structural Category = II Exposure Category = B • •••••• Natural Frequency = N/A Flexible Structure = No•••••• • • • Importance Factor = 1 . 00 Kd Directional Factor = 0.85 • • • • • • • • • • • • • • Alpha = 7.00 Zg = 1200.00•ft • • • • • At = 0.14 Bt = 0.84 •••• • •• ••••• Am = 0.25 Bm = 0.45•••••9 •••• • • ••••• Cc = 0.30 1 = 320.00• f� •• • • • Epsilon = 0.33 Zmin = 30.00 ft •••• •••••• Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .0091,9100 • •• h: Mean Roof Ht = 11.25 ft Type of Roof = GABLED • • • • RHt : Ridge Ht = 4.00 ft Eht : Eave Height = 18 .5 % ft • • • • 000 • • • • • • OH: Roof Overhang at Eave= .00 ft Overhead Type = OH w/ soff6t•• • • • Bldg Length Along Ridge = 32.00 ft Bldg Width Across Ridge= 24.00 Tt • • •• �••••: Gust Factor Calculations Gust Factor Careaory I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Riaid Structures - Complete Analysis Zm: 0.6*Ht = 30.00 ft lzm: Cc*(33/Zm)^0.167 = 0.30 Lzm: 1*(Zm/33)^Epsilon = 309.99 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 10 i Z U ' Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.57 No 760 ��, � AV cl:zz zz STATE — �i0 `:�C0R,OP' Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 22.79 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1204.58 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 32 ft Wall (Normal to Ridge) • All pressures shown are based upon STRENGTH Design, with a load Factor of 1 Wall Cp Pressure Pressure •••••• +GCpi (psf) -GCpi (psf) i ••• •••• •••••• ----------- •• • • Leeward Wall -0.50 13.79 -5.58 •••••• ••�• • Side Walls -0.70 -17.66 -9.46 • •••••• Wall Elev Kz Kzt Cp qz Press Press Total • • • • • • • • • • • • • • • • • • ft psf +GCpi -GCpi + -GCpi • • • • • • • • • • • • ----------------------------------------------------------------- Windward 18.50 0.61 1.00 0.80 24.20 12.35 20.56 26.14 •••••• •••• ••i••• Windward 8.50 0.57 1.00 0.80 22.79 11.40 19.60 25.19 go go •go 0 • • •••••• • Roof - Dist from Windward Edge Cp Pressure Pressure • • • • •• • • • • •••••• +GCpi(psf)-GCpi(psf) •••••• ------------------------------------------------------------- -- --13.33 • • • • - Roof: 0.0 ft to .0 ft -0.90 21.59 13 33 •••• •••••• Roof: .0 ft to .0 ft -0.90 -21.54 -13.33 • •••• • • Roof: .0 ft to .0 ft -0.50 -13.79 -5.58 •••• Roof: .0 ft to 24.Oft -0.30 -9.91 -1.71 Notes - Normal to Ridge Note (1) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (2) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (3) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (4) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= .0 Deg, h/1= .00 MWFRS-Wall Pressures for Wind Normal to 24 ft wall (Along Ridge) All pressures shown are based upon STRENGTH Design, wi`,.h a load Factor of 1 \\�\0 DEL�y`q Wall Cp Pressure Pressure \ ' I Z<-"'\GENg�. +GCpi (psf) -GCpi (psf) : I i --------------- --------------------------- No 76040 Leeward Wall -0.43 12.50 -4.29 Side Walls --0.70 -17.66 -9.96 STATED �� Wall Elev Kz Kzt Cp qz Press Press Total ` ft psf +GCpi GCpi +/-GCpi // oT F �� ------------------------------------------------------------------- Windward 4.00 0.57 1.00 0.80 22.79 11.40 19.60 23.89 G Roof - Dist from Windward Edge Cp Pressure Pressure ///;/ N AI 1\\�0\\ +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.6 ft -0.90 -21.54 -13.33 Roof: 5.6 ft to 11.3 ft -0.90 -21.54 -13.33 Roof: 11.3 ft to 22.5 ft -0.50 -13.79 -5.58 Roof: 22.5 ft to 32.0 ft -0.30 -9.91 -1.71 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= .00 Wind Pressure on Components and Cladding (Ch 30 Part 1) Roof not shown 5 I L � 1 1 � L Y • • • • •••••• 4ar .5 .... alls Gable Roof 8 <= 7 .. .. ..•... Aj l c eSscre-_-own are 'I-asecl upon STFtcENG7H Design, w_ h a _,oad ^ac-`.C- of _ • • Width of Pressure Coefficient Zone "a" _ - 3.00 ft • • • Description Width Span Area Zone Max Min Max P Min P psf psf ---------------------ft-----ft------------------------ New Window 5.00 6.00 30.0 4 ------------------- 0.82 -0.91 27.90 -30.40 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.70 Qhcc:.00256*V^2*Khcc*Kht*Kd = 27.78 psf \\\\\\IIIDIIII///// Z No 7604 STATE OF ////s�01VA I I \\\\ U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Fedelal Emergency Management Agency Expiration Date: November 30, 2018 National'Mboiflnsurance 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: Maria Paola Della Torre A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1292 NE 95th Street City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A part of lots 1 and 2, Block 85, of "Miami Shores Sect. No. 3" PB 10, PG 37, Miami -Dade County Folio: 11-3206-014-4040 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25' 51' 46.86" N Long. 800 10' 18.45" W Horizontal Datum: ❑ NAD 1927 x❑ 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 Z No A9. For a building with an attached garage: a) Square footage of attached garage 435 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 Name & Community Number B2. County Name B3. State • Village of Miami Shores / 120652 Miami -Dade Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086CO306 L 09/11/2009 09/11/2009 AE 9' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: 611. Indicate elevation datum used for BFE in Item B9: x❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1292 NE 95th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 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: # B-62 Elevation=8.65' 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) 6.79 feet ❑ meters b) Top of the next higher floor 8.63 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NSA [E feet ❑ meters d) Attached garage (top of slab) 6 15 [E feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6 46 M feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 5. 9 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6 1 Z 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. / 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? El Yes ❑ No ❑x Check here if attachments. Certifier's Name License Number Efrain Lopez 6792 "-A= Gin Title Professional Surveyor and Mapper ce Company Name Efrain Lopez S I Her Address 13801 SW 10th Terrace ` 000 City State ZIP Code Miami Florida 33184 Signature Date Telephone 05/24/2018 (305) 345-9083 Copy all pages of this evat n Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including ty a of"equipment and location, per C2(e), if applicable) Crown of Road Elevation--' 5.69' N.G.V.D. 1929 Description ofC2.e): Two Air Conditioner located at West and East side of house top of concrete slab elevation= 6.46' N.G.V.D. 1929 Miami -Dade County Benchmark # B-62 Elevation= 8.65' N.G.V.D. 1929 Description of A5: Coordinates were obtained on site using Global Positioning System (GPS) FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 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: 1292 NE 95th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item AEA. 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. 1 b, F h : I i Py .. Photo One Photo One Caption Front View Date Taken: 05/23/2018 r 2s > : �x Photo Two Photo Two Caption Rear View Date Taken: 05/23/2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 i i OFKD /12, Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address ftiyff-en-) te .#slue Date: 07/03/2019 Parcel Number Permit NO.: RC-11-18-3434 Permit Type: B A ing (Residential) Work Classification. Garage Endosu re Permit Status: Approver! Expiration: 03/ 16/2020 1292 NE 95TH ST, Miami Shores, FL 33138 1132060144040 j Contacts MARIA DELLATORRES Owner 1292 NE 95 ST, MIAMI SHORES, FL 33138 REGOSA ENGINEERING SERVICES INC Contractor GUSTAVO VELEZ 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other:7863448720 Description: GARAGE STORAGE RENOVATION Valuation: $ 25,000.00 Inspection Requests: rl�� TotalSq Feet: 165.00 Fees Application Fee - Other CCF CCF (Manual) Change of Contractor DBPR Fee DBPR Fee (Manual) DCA Fee DCA Fee (Manual) Education Surcharge Education Surcharge (Manual) Permit Fee Permit Fee Planning and Zoning Review Fee Residential Application Fee Scanning Fee Structural Review ($90) Structural Review ($90) Structural Review ($90) Technology Fee Technology Fee (Manual) Work Without Permit 1st Offense Work Without Permit 1st Offense Total Amount $50.00 $3.00 $12.00 $110.00 $2.25 $6.00 $2.00 $9.00 $1.00 $4.00 $600.00 $50.00 $35.00 $50.00 $9.00 $90.00 $90.00 $90.00 $3.75 $15.00 $700.00 $100.00 $2,032.00 Payments Date Paid Amt Paid Total Fees $2,032.00 Credit Card 08/12/2019 $426.00 Credit Card 09/18/2019 $1,556.00 Credit Card 11/13/2018 $50.00 Amount Due: $0.00 September 18, 2019 Page 3 of 4 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 � 119J[ Issue Date: Permit NO.: RC-11-18-3434 Permit Type • SulkUng {Residendb Work ciass�}ication,,6arage Enclosure Permit Status: Approved Expiration: 03/16/2020 Building Department Copy 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 th' ermit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits a required TrELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN RS I VIT: I ceify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul tin c ii ion and zgfiing. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date September 18, 2019 Page 4 of 4 J� BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 RECEIVED INSPECTION LINE PHONE NUMBER: (305) 762-4949 �H FBC 20 (: -� Master Permit NoRo_ 19 23Y3� PERMIT APPLICATION Sub Permit No. F BUILDING ❑ ELECTRIC ❑ ROOFING SION❑ EXTENSION [:]RENEWAL❑PLUMBING V ❑MECHANICAL ❑PUBLICWORKSNGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1292 NE 95 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-4040 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: , j ( OWNER: Name (Fee Simple Titleholder): MARIA PAOLA DELLA TORRE Phone#: 3- Address: 1292 NE 95 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: REGOSA ENGINEERING SERVICES, INC Phone#: 786-262-2964 Address: 15700 NE 2 AVE t City: MIAMI State: FL Zip: 33162 Qualifier Name: GUSTAVO VELEZ Phone#: 786-262-2964 State Certification or Registration #: CGC-1508952 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 25,000.00 Square/Linear Footage of Work: 200 SF Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: GARAGE RENOVATION Specify, color of color,.thru stile: ^.,�• , Vv Submittal Fee $ Permit Fee $ �;Q 0' OD CCF $ I Z- 00 CO/CC $ Scanning Fee $ Radon Fee $ % t CK) DBPR $ 00 Notary $ .� `" Technology Fee $ /r✓- cxz�) Training/Education Fee $ !-. Double Fee $ s e00 Structural Reviews $ Bond $ AV - 04'w(->'� C-5 Cj poGe 1(0. Qz TOTAL FEE NOW DUE $_ (Revised02/24/2014)_F"N �-L7, Y,. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip 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 exce ding 2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochur will delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenceme t mus a posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the obs nce of uch posted notice, the inspection will not tie approved d reinspection fee will be charged. 9 ! J /: Signatur Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 3 d wL of AQ\ 60 ST , 20 by q-pp,t -Pek- o is personallyknownto me or who has producedTC—W4 identification and who did take an oath. The foregoing instrument was ackno-C�edged before me this 21 day of AUGUST 20 19 by GUSTAVO VELEZ o is ersonally known me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig . Sign: er Print: _ Print: I ie ?o. r SIN' DIA ALVAREZ Seal: Seal: • My CONIMISSION 4 00 238273 A•'e �a�x EXPIRES: S80tembcr 3, 2022 Bonded Thru NOery F ,i underwriters APPROVED BY Plans Examiner Structural Review as #w12fp6 Expbu: Mach 22, 2023 k0M UN ARM Not ry ************************* Zoning Clerk (Revised02/24/2014) PROPOSAL Regosa Engineering Services. Inc 15700 NE 2 Avenue Miami Florida 33162 Commercial and Residential CFC#1427292 CCC#1327735 CGC#1508952 Office:786-361-7663 Alt:786-262-2964 Fax:305-945-4367 Submitted to: 1292 NE 95 Street, Miami Shores, A Date: 08/27/19 Attention: Maria Paola Della Torre Trade Various Project: Home Improvements I -SCOPE OF WORK 1.1-Regosa Engineering Services hereby proposes to furnish all materials, and necessary equipment, and perform all labor necessary to complete the work described below: GARAGE RENOVATIONS As per plans Subtotal $9,240.00 II -CONTRACT PRICE The above work will be completed for the sum of: $9,240.00 II -SCHEDULE OF PAYMENTS Payments to be made by check or money order and payable to: Regosa Engineering Services Inc. as follows: 40% upon acceptance, 30% progress payment and 30% upon completion. t Maria Paola Della Torre Homeowner Date: Gum Contractor Date: tqZ4 Za Della Torre 08/27/2019 Page 1 of 1