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DS-01-22-71Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Expiration: 11/07/2022 Location Address Parcel Number 1099 NE 96TH ST, Miami Shores, FL 33138 1132060143650 Contacts Bombom Investments Corp Owner BANANAS GROUP INC Contractor 1099 NE 96 ST, Miami Shores, FL 33138 RAFAEL LEYVA Business: 3053165163 anaperdomol0@hotmail.com 27501 S DIXIE HIGHWAY 403, NARANJA, FL 33032 Home: 3052571000 eallen.bananas@gmail.com Description: CONCRETE DECK FOR POOL Valuation: $ 10,000.00 Inspection Requests: Total Sq Feet: 2,122.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 Concrete/asphalt/pavers, slabs, dways, $150.00 swalks DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $2.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $5.00 Total: $262.00 Payments Date Paid Amt Paid Total Fees $262.00 Credit Card 03/03/2022 $50.00 Credit Card 05/06/2022 $212.00 Amount Due: $0.00 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 this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatig4 construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. rized Signature: Owner ! Applicant / Contractor / Agent Date May 06, 2022 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �N11 �2022 F B C 20�`" BUILDING Master Permit NO"9S V1-22 —3\ PERMIT APPLICATION Sub Permit No.' BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: City: Miami S Folio/Parcel#:___� L_ Occupancy Type: AJ C 016 t-t, Load Q Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): %-6 A4A0A) I NUL �1-%VlrPhone#: �3�S _3/6 S %- Address: y�� ��©� y/ron�3 City: / N %�`i� � � State: Zip: 3 2) v Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 1 ^/^'� N J l�tl 1�.�� Phone#: Address: �� / (_I/ i%C lI L4 l V � fU City: State: Qualifier Name: � � &-&OV'Q % "'qZ Phone#: State Certification or Registration #: C &C i S0� !% Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ 14 0 ' 0 U U Type of Work: ❑ Addition ❑ Alteration �,, Description of Work: �_ ,7 C h���� p: City: State: // Zip: �^7 Square/Linear Footage of Work: / �;z ' ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee --*, Peranit�ee $P k CCF CO/CO. Scanning Fee $ Radon Fee $ DBPR $ Notary $` Technology Fee $ Traini ucation Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 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 ?L-, 06,),� OWNER or AGENT The foregoing instrume t was acknowledged before me this y of `A (-A 20 , by /✓ G� who is ersonally wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: )v --f , Print: -- = t ��"%✓� � Seal: �.' ►X ILEANA -E7iiy CABALLERO ;P; �'• Notx y ..:iic • Stitt of Florida Comm issior. a GG 300067 i'�oF NY" My :omm, Expires Feb 10, 2023 APPROVED BY .t Signature !'✓ /ONTRACTOR The foregoing instrument was acknowledged before me this day of 20 , by who is personally known to me or who has producedc�l.�?fc/�/F'_� �—I� �/1%as identification and who did take an oath. NOTARY PUBLIC: _ ...... , Sign. , (A" Print: 1 •., Seal: :° ILEANA PETRA CABALLERO ' ,t; Notary Pub:',. State of Florida ` !no'° Commission M GG 300087 :v.-fires =eb 10, 2023 My Comm. Bonded through tiationa: NotaryAssn. /Plans Examiner l�.hfStructural Review ********** Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Al -; OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3650 Property Address: 1099 NE 96 ST Miami Shores, FL 33138-2551 Owner BOMBOM INVESTMENTS CORP Mailing Address 7135 COLLINS AVE SM `--p 2, MIAMI BEACH, FL 33141 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Adjusted Area Sq.Ft 3,523 Sq.Ft Lot Size 15,330 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year Land Value 2021 .._... ____......... ____ $580,087 2020 ___________----- ___.... $580,087 2019 ... __________ $580,087 Building Value $90,380 $247,705 $247,852 XF Value $26,141 $26,362 $26,583 Market Value $696,608 $854,154 $854,522 Assessed Value $696,608 $854,1541 $854,522 Benefits Information Benefit Type 2021 2020 2019 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 1 & 2 BLK 82 LOT SIZE IRREGULAR Generated On : 1/12/2022 Taxable Value Information 2021 2020 2019 .________.__..______.____................................... __________________________. .__..________._.______ ............. . County Exemption Value $0 $0 $0 Taxable Value $696,608 $854,154 $854,522 School Board Exemption Value $0 $0 $0 Taxable Value $696,608 $854,154 $854,522 City Exemption Value $0 $0 $0 Taxable Value $696,608 $854,154 $854,522 Regional ___...__._ ........... ...... .._......._...__...._............... ....... .......... _......._._._.__._._. Exemption Value $0 $0 $0 Taxable Value $696,608 $854,154 $854,522 Sales Information Previous OR Book - Price Qualification Description Sale Page 03/16/2020 $730,000 31880-3644 Qual by exam of deed Federal, state or local government 08/02/2018 $730,200 31089-1137 agency The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 1 / 12/2022 Detail by Entity Name Page 1 of 2 Florida 1.)epartrn ant of Sato: !:Department of Stale / Division of Corporations / Search Records / Search by Emily Name / Detail by Entity Name Florida Profit Corporation BOMBON INVESTMENTS CORP. Filina Information Document Number P15000055999 FEI/EIN Number 47-4467978 Date Filed 07/02/2015 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 02/08/2019 Event Effective Date NONE Principal Address 7135 Collins Ave 702 miami beach, FL 33141 Changed: 01 /04/2021 Mailing Address PO BOX 416293 Miami Beach, FL 33141 Changed: 02/04/2019 Registered Agent Name & Address Ana, Perdomo 7135 Collins Ave 702 miami beach, FL 33141 Name Changed: 01/19/2017 Address Changed: 01/04/2021 Officer/Director Detail Name & Address Title PSTD PERDOMO, ANA D!v.SiON i.ORPORATi CAS https:Hsearch.sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entit... 1 / 12/2022 Ron DeSantis 1wission: Governor To protect, promote & improve the health of all people in Roridathrough integrated state, county & oom runity efforts. F _. Joseph a Ladapo, MD, PhD State Surgeon General Vision: To be the HealNest State in the Nation March 03, 2022 Ana Perdomo P.O. Box 416293 Miami Beach, FL 33109 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1802245 Centrax Permit Number: 13-SM-2465797 1099 NE 96 Street Miami, FL 33138 Lot: 1 2 Block: Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 02/09/2022 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. No objection for new pool deck configuration. NO BEDROOM ADDITION. NO FLOW INCREASE. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely, n Danny Wells Engineering Specialist II Department of Health in Dade County Florida Department of Health www.flaridahealth.gov in Dade County • • , Florida TWITTER:HealthyFLA PHONE: (305) 623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh I I O AL rn r r z � d m CIJ z rn I d I __AUA ,aDE'YNK ; 71 L 1 '��11 1_________� � �sT GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DEc DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: December 14, 2021 CLIENT: MRS. ANA PERDOMO PROJECT: Proposed Pool Deck n ADDRESS: 1099 NE 961h Street Miami Shores FL CONTRACTOR: Mrs. Ana Perdomo MATERIAL DESCRIPTION: White limerock SAMPLED BY: WD TESTED BY: WD TEST RESULTS Sample Number I 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 4.0 5.9 7.0 11.5 DRY DENSITY 124,1 127.9 129.4 128.6 Optimum Moisture 8.6 Percent 100% Maximum Dry Density 130.2 lbs./tuft. % Passing'/ Sieve 82 Percent Sampled By: WD Tested By: WD 132 130 128 126 124 122 Checked By: WN X0%X%t1111111111,11 4 6 8 10 12 14 n . ��C•E �q'! Respectively submitted, As a mutual protection to clients, the public and ourselves, all reports y ______� t S3 al�u� are submitted as the confidential property of clients, and authorization ,- �� —I J ; No. 39584 for use, publication of statements, conclusions or extracts from or regard7ng* �rw t5sartr rvzt�srrmrt,--r-L: our reports is reserved pending our written approval. = 'k _j?YNATECH ENGINEERING CORP. .p STATE OF :•4'lorida Reg. No. 39584 •fJ -4v : Certificate of Authorization No.: CA 5491 11110111110000 R Y D E N S I T Y GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES w 0 tIC DYNATECH ENGINEERING CORP. / WWW.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: December 14, 2021 CLIENT: MRS. ANA PERDOMO PROJECT: Proposed Pool Deck n, ADDRESS: 1099 NE 961h Street Miami Shores FL CONTRACTOR: Mrs. Ana Perdomo --------------------------------------------------------------------------- Test No. 1 Location: East side of pool deck limerock base Test No. 2 Location: _ West side of pool deck limerock base Test No. 3 Location: North side of pool deck limerock base Test No. 4 Location: South side of pool deck limerock base Test No. Location: Description of Material: White limerock TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 129.3 128.9 129.6 129.4 MOISTURE CONTENT % 7.1 6.8 7.4 7.2 MAX. DENSITY IN THE FIELD % 99.4 99.0 99.5 99.4 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 130.2 130.2 130.2 130.2 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. 0tIllII I frrr� � SAAD Respectfully submitted, Tested By: WD : `,��hyp'• �,\C•E NSF•:9'�/,�'��� Checked BY: WN Z * ; No. 39584 ishs 92M — *=Wissam 14aamani, P.E. DYNATECH ENGINEERING CORP. .p STATE OF .'� Florida Reg. No. 39584 F4 Q R`pp: ;��v`�� Certificate of Authorization No.: CA 5491 \ . ,isSIONALti�;G�`�, '��,«tlltllti 0 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. PROPOSED CONCRETE DECK SPECIFICATIONS: CONCRETE DECK AREA: PROPOSED 4• THICK CONCRETE DECK (3,000 psi MIN. ) Wl 6x0 *10 WI.4xWI.4 W.W.F. 2,122 SOFT. OVER WELL COMPACTED FILL. CHILD 5AFETY FENCE K/PERMANENT ANGHORED P05T A5 PER 5EGTION 450117.1.1 THROUGH 4502.n.H5- FBG 4502.11.1 FBG 2017143,10' EXISTING REMO`/ED POOL TO �_-., TILE UNOBSTRUCTED u EX15TING BE - _ - AREA TILE Q REMOVED v,. v'PF,;z \� �sbNG�iN✓�/ yr \/6,E Ki I. _ / \ \/ \/ \/ `✓ \/ \/' (0 POOL EQUIP. -O i v \/ ✓ \/ PAD 8 -- 'I�. / T-4000 INTERMATIC— !W / SWIMMING POOL \�e \4 a0o L j \ y/ u \/ \/ \4"THhOK\/' ` ✓. vi /v v�'k�5wi v GALLONS _ _ \_ y _ \9; v v'i K,./ v \/ SEPTIG TANK - -- -- 0 (UNDER PERMIT No. - 13-SC-2140838) - �,� :,A/ ` U U A/ A✓ U U - - EX15T G.B.Q. RE5IDENG= #1099 TILE PLANTER PI-ANTFR CONCRETE DRIVEWAY 92.70' (W)Wm 5' SIDEWALK 112.51' (R) 112.82 (M) SHORELAND BOULEVARD N SITE PLAN e e fl e e Pe n fle•eee e ' � ees• e e _ eeee nfleeee e e ff c ee ee 0 eeeeee �t fl e P IF 1 e 4 Z OL I11, 00 7C N LL - o / � 1 o � I I,050 GALLONS vD SEPTIC TANK (UNDER PERMIT 13-SG-214141260) / i li 1 I ±I I � l ' I I I / I (CURVE DATA: PL R=25.00 I A=ll°39'13' L = 33.86' e e e e oe o �m9TT TT JAN 12 2022 t ° 0 0 By -- • fl • Peeeee fl fle • P • • fl •• ee • o • e o •• s•••er e •e • es••er • t s•••e • r • • •ee•s, • t ERI P-oD CHILD SAFETY PENCE YLPERMAIB:NT ANCHORED POST AS PER SECTION V501.11.1.1 THROUGH , 502.11.I.15- FEC 4502.11.1 FEW, 2011 D CONCREIE DECK $PECIFICATIONS: CONCwD .KAREA: PROPOSED 4' THICK CONCRETE DECK Oar 1 MIN.) REINF W/ FIDERMESH 2)22 SOFT. ADDITIVE OVER DELL COMPACTED FILL. 15' ALLEY 143.10' / SPOOL T% j0 eE— _ REM _ I EXISTING \ / I � I TILE I J JII�1I REMOVED I— _ I E DE% �ISTIN6 I C VP3. I-, �_ \j FROPOSED SWIMMING POOL y i 900 AS GALLONS SEPTIC TANK (ENTER bbb ®wm 5' SIDEWALK i EXIST G.B.S. RESIDENCE MI099 CONCRETE DRIVEWAY 112.51' (R) 112.82 (M) t7.5' PARKWAY SHORELAND BOULEVARD TILE UNOBSTRUCTED' AREA I ro 9 L-pJ SGALLONS SEPTIC TANK BINDER PERMIT NO. 13-SL-2141260) CURVE DATA: R•25IDB A0 SS'13' L= 33' M EXISTING SITE PLANN �� LEGAL DESCRIPTION: LOTS 1 NAD 2,BLOCK 82 , OF"MIAMI SHORES SECTION 3 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10_ AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA FOLIO No.: 11-3206-014-3650 FLOOD INFORMATION FLOODZONE: X (NOBASEF—I)ELEV.REQUIRED) STRUCTURAL_ REVIEW NF 97111 St D Sh—l-cl Blvd NE 96th St r LOCATION MAP MS NE 971h St O a BDILaxD wDEPmB. nA. Eanax R wFai oum'xGwuWvs AE-vaEnwTHTHE PRD,Ecr APPROVED DAT ��——WOMXODCT DF ��„R DRIRRE�ME�ED .,.,,,..... TES STORM WATER RETENTION 1 STORM WATER SHALL BE RETAINED WITHIN PROPERTY AS PER CHAP. 11 OF MOC CODE 2 GREEN ME (GRASS. FLOWERS, TREES OR OTHER FEATURES) S MIN. REQUIRED FROM NEW POOL I DECK TO PROPERTY LINE. 3 NO ADDITIONAL FILL SHALL BE INSTALLED ON EXISTING AND PROPOSED GREEN AREAS 4 AMIN6'GREENAREAWITHAMIN.DEPTH OF 6' SHALL BE PROVIDED TO PREVENT STORM WATER RUNOFF ON ALL SIDE OF NEW POOL ADJACENT TO NEIGHBOORING PROPERTY. (SEE DETAIL) 5 SHORT TERM WATER QUALITY IMPACTS DUE TO CONSTRUCTION SHALL BE MAINTAINED WITHIN PROJECT LIMITS AND SHALL BE FREE OF CONTAMINANTS. 6 CONTRACTOR SHALL PROVIDE SEDIMENT BARRIER DURING EXCAVATION TO COMPLY WITH SEDIMENT CONTROL. SEDIMENT SHALL BE MAINTAINED WITHIN PROJECT LIMNS AT ALL TIMES. SEE PLAN FOR ELE. a 1/8'f MATCH EXIST. GRADE AT ADJACENT SOD OR PROPERTY DECK INIISH GRADE ELE. SHALL PROP. SWALE AREA ATCH EXIST. NEIGHBOR SLOPE NOT TO OPERTY GRADE EXCEED I:3 TYP. SWALE SECTION TYP. SEE STORM WATER RETENTION PLAN 4' THILK9� �CONCRETE W�l FI�BETd'ESN.111111 E SELECTED BY BY Cu1ER).- ... ..... / LRLLSIE LD�B'EAC K BED BASE RTPI U. MIN CIX•PACIED I I-1I EI I I 111��=1 I IJ I L—I I EI I LTE WILIffD ^GRADE 311-11 EIIf II�IL=IIEIIEIIEIII=1 TYPICAL CONCRETE DECK DETAIL (SECTION VIEW) MS wlLlHIC ME BEAxWIT IEW-13 uORaE CONCRETE CRETE. KLOON;RETE9MLL DEVELOPTHEFOLLOMIWMMIWMmp CDMPIO?SAYEWT W 1 NxLE �0 SE NOTEoaNRANN. ]mm L�ONTER—REDINPVLECONCREfE- ��P�a MO_- L9-. >._m 2 ET CONCRETEM%BHKL WTI EACTTIMEDVISH�AMENDWTER M)CONCREIESHNLff RAGED IF Ii STNTTEO REINFORCED MASONRY NOTES' 1 I�u�BfRlv.'6 WM ETEMAwN UMTTSm P9M'ST LINOM�]PEn WCWFat WUMLON U Sr PPE]ERVETxE ICRLCOMINURYOFTHECELLS TO BE FILLED, AM)TO MNMNx B ]INaF.3 EWM WRYCELL59W1CIXrtNN MOREOATME�SN%'DIT""'. 1NTY COLABREA%BOnOMMOSTMww apTC TOKLo Mm RMD VE S HOMEONTM REWFORCEABI. PRO gcKv-LACDErzrvPEHORiaRKRONF.81C o.0 vFHnGLL REINFORNCINGSTEEL STRI.—M STEEL. STEEL — ] SiRUCTURKETEa HVLLBEENOP-N—I ITN OOLBLECWT a: WRR090NINMBITCA PNM SOILSTATEIAENT RRmIBNRBEDDBANDAxooR Rocp W Ia11NgCATESAN NLOWNSLE BEMIMR CAPACRYOF MAIBMUM2000 P4 APR, 2 5 BY: REVISIONS ND. DATE I PROJECT: POOLDECK RENOVATION FOR EXISTING RESIDENCE 1099 N.E. 961h. STREET MIAMI SHORES, FL. 33138 I OWNER: BOMBON INVESTMENTS CORPORATION C/O ANA PERDOMO _SHoRO. TRED 1]051311-41 '. D IDEAS. B�TRHeisENANANSNDIcEEEIOREPETED THE PROPERTY DRTN6ECRHCE AND WERE FOR IXf Ox — N CONNECIIONPWHH SUCHPOEASpDD NSEARRRGENCMS DSCIOSEDTTOAlYPERSON ' UO CASEOYIEEWHIOEVRmIH1HN PROJECT NUMBER: AP 22-012 DATE: APRIL-2022 DRAWN BY: J.D. CHECKED BY: A.P. SCALE: SEE PLAN SHEET NUMBER I�