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RC-15-1239 i i I II� -- I �,, - �.. � � f C���/�� iami Shores Villag Building Department OCT ® � �� 15 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 BUILDING Master Permit No. _IC - PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: G 8( ki q �1 City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFFE�: FFE: OWNER:Name(Fee Simple Titleholder): <��2�C C,. P�Q�N / Phone# 7 �1-_C , Address: V�C1�c Zf3G nim e'\ci- faT (—citytom& State: T Zip: 3 J►�3 Tenant/Lessee Name: Phone#: Email: __ CONTRACTOR:Company Name: � ,t!�N& C����'2.�C��� l��Yhone#:�'_ Address: 28G f,�3S—_- 'ES'N S City: Va. State: Zip: __I� qualifier Name: ��C�'? `- 6, _ _ '� C Phone#: �� -State Certification or Registration#: F�`l l Certificate of Competency#: DESIGNER:Architect/Engineer: tb!s`_, Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (9 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: AQc!kM0&1 P<vv' 3��tfYIC�V✓� 1 �L�(1��� �� . 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) T f ` 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 construct' n lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded n0 i e of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit i i sued. In the ence of such posted notice, the inspection wi not be pp r ed and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing ins rument was acknowledged before me this day of lr=�]M M E ,20 by day of LT-' 1p+' 20 ` ,by wR"of is personally known to C4( �cJ�l�-: �w o is personally known to me or who has produced 1=L-15UtQGe— JI.C�1'JS�as me or who has produced l tC-4' 1XA2 t A'Q-� rvS as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: VIVO Print: Seal: (1. P&k Notary Public State of Florida Seal: Pb No=Alva of Florida Sindia Alvarez nny Commission FF 156750 ; Si3O Expires 09103/2018 fq �< pAy156750ofSOP Ex * fk �kfk*fkfk*N��k�k*�k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Rll.(�Jl.lJl I, 1711VCKIVVK KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ' CONSTRUCTION INDUSTRY LICENSING BOARD CBC057871 i 17. The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ARENAS, JORGE G 0 iti0 ARENAS CONSTRUCTION INC 12555 BISCAYNE BOULEVARD 1C SUITE 920 NORTH MIAMI FL 33181 ISSUED: 08/28/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408280001900 J Miami Shores Village Business Tax Receipt VALID THROUGH DATE BELOW ARENAS CONSTRUCTION INC 286 N.E. 99TH STREET MIAMI SHORES, FL 33138 Business Name: ARENAS CONSTRUCTION INC Location Address: 286 N.E. 99TH STREET Number/Class: 333/General Business Issue Date: 9/14/2015 Expiration Date: 9/30/2016 License Fees: 1 General Business Office $139.60 Total: $$139.60 Comments: Restrictions: SUBJECT AND ISSUED ACCORDING TO BUSINESS TAX RECEIPT ORDINANCE CHAPTER 14. This Business Tax Receipt does not permit the holder to operate in violation of any Village law,ordinance,or regulation. Any change in location or ownership must be approved by the Village,subject to zoning restrictions. This Business Tax Receipt does not endorse,approve,or disapprove the holder's skill or competence or of the holder's compliance or non-compliance with other laws,regulations or standards. MUST BE POSTED CONSPICUOUSLY AT BUSINESS LOCATION "Miami Shores Village" 10050 Northeast. 2"d Ave, Miami Shores Village FL 33138 Phone:305-762-4851 ' • .r. AC- r,'naCERTIFICATE OF LIABILITY INSURANCE1"(MMMDNYYY) 10/05/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(sJ PRODUCER CONTACT Homan O!Wra Discount Insurance Network PHONE 305)889,8755 F'X No 305)909-7098 801 N.E.125 Street E-MAIADDRESS" Wmmnceg0l@gmaa.com North Miami,FL 33161 INSURER(S)AFFORDING COVERAGE NAIC 0 Phone (305)8998755 Fax (305)909-7098 INSURER A. Accident Insurance Company INSURED INSURER B ARENAS CONSTRUCTION INC. INSURER C: 286 NE 99 ST INSURER D INSURER E: MIAMI SHORES FL 33138 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AWL UB POLICY EFF POLICY EXP LTR 1 POLICY NUMBER ANDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000.00 ❑ CLAIMS-MADE occuR O�` E °P�� „c. $ 100,000.00 ❑ MED EXP(Any one person) $ 500.00 A ❑ CPP 0020692 00 10/01/2015 10/01/2016 PERSONAL&ADV INJURY $ 1,000,000.00 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000 000.00 ❑ POLICY ❑ JECT ❑ LOC PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ OTHER PD Deductible $ 0,00 AUTOMOBILE LIABILITY �MWINED tSSINGLE LIMIT) ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ❑ AUTOS ❑ AUTOS ❑ HIRED AUTOS ❑ NUTNED PRO PERTYDAMAGE $AO raant) ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAS ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RErEN-nON $ WORKERS COMPENSATION ❑PER ❑OTH AND EMPLOYERS'LIABILITY Y 1 N ATUTE ANY PROPRiETOPIPARTNER/DeCU EL EACH ACCIDENT $ OFFlCER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,descift under DESCRIPTION OF OPERATIONS below EL DISEASE-POI ICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddMwW Rem Schedule,if more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Villages of Miami Shores THE D(PIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIrVE Homan Olivera ®198&2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)OF The ACORD name and logo are registered marks of ACORD Q.soon Miami shores V &-- 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 Flori County of Miami-Dade The foregoing was acknowledge before me this�_day of ��EPte/ ,20 (� ByQiP.LZ_ GA42:CNPk5 who is personally known to me or has produced 1J�2 as identification. Notary: SEAL: 6 % Notary Public State of Florida . Sindia Alvarez pp Expires 091031201 8 • Arenas Construction, Inc. Monday, September 14, 2015 State of Florida Miami Dade County Before me this day personally appeared -----------00`?= ----- P< '----------------- Who, being duly sworn deposes and says That he will be the only person working on the project located at 286 NE 99 Street. Miami Shores, Florida 33138 Sworn to (or affirmed) and subscribed before me this L�___day of _iY 2015 Produced Identification TD(— Print name and stamp of notary. E�4040�� otary PutrlicState of FloridaK INN oanna M Felicianoy Commission FF 082753xpiresOt/11/2018 286 NE 99 street Miami Shores,.Fl. 33138 State certified building contractor CBC 057871 305-300-3103 Miami Shores Village Building Department MAY 2620 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 '� Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 0� BUILDING Master Permit NoT �S PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP ��(( CONTRACTOR DRAWINGS JOB ADDRESS: 2 ffe NE c(9 City: Miami Shores County Miami Dade zip: v Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: ` Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): y®`<-�v (E4, hone#: Address: '�il/✓�� City: State Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ---O Phone#: Address: ILI„ City: State: Zip: r Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: to Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ /Re lace Re air p • p ❑ Demolition Description of Work: Uo m 0 OJ IN, MK.:-:k L -2na—T(---Q + 1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$_ • (C�(U Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Eop 00 TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding:CompanYs Narhe'(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 app ved and a reinspection fee will be charged. Signature —A Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —{�day of�� ,20 /,<— ,by day of ,20 by �,tbr,74e rT re-naj- ,who is personally known to ,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: rin Print: Notary Public State of Florida Seal: Seal ,4'''". & JoannkM Feliciano My Commission FF 012753 orw Expires 01/1212018 APPROVED BY Plans Examiner �/ ��� _Zoning Structural Review Clerk (Revised02/24/2014) •.t MIAMI SHORES PLANNING AND ZONING BOARD Planning and Zoning Department Staff Report Hearing Date March 26, 2015 Meeting Time 7:00 P.M. File Number PZ-02-15-2015171 Folio Number 1 11-3206-013-4310 Owner Jorge Arenas, 286 NE 99th Street, Miami Shores, FL 33138-2435 -Applicant Same -Agent None -Property Address 286 NE 99th Street Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 Assessor's N/A LOT 3 &W1/2 OF LOT 2 BLK 32 Building LOT SIZE 75.000 X 115 Value 74R-248875 -Property Sq. Ft. 8,625 Building Sq. Ft. 1,437 Flood Zone X Zoning R18.5 Future Land Use Single Family Residential Designation Existing Use One-family dwelling Comprehensive Plan Yes Consistenc Existing Structure 1 story; 2 bed/1 bath Year Built 1934 Subject Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval re uired. First story addition. Action Required Approve, Approve with Other Required Village Building Permits Conditions, or Deny the Approvals FDOH/MDEHS and Application MDDRER/EPRD Staff Report David A. Dacquisto, Director, Report Date March 9, 2015 Planning and Zoning Background The applicant is proposing to construct 2 new additions to a residence. The front wood deck is to be removed. The first addition is to the east side of the residence and fits into a corner of the residence. The addition of approximately 115 ft. will expand an existing bedroom. The second addition is 900 sq. ft. [30 ft. X 30 ft.] located at the rear of the residence. The addition will include Ra new 480 sq. ft. master bedroom suite, a 255 sq. ft. family room, a 30 sq. ft. cabana bath and a 180 sq. ft. covered terrace. The covered terrace is open on 2 sides. The additions will both have a slope roof with dark clay colored barrel tile to match the roof on the existing residence. The cabana bath opens to the rear yard where a future pool is planned. The cabana bath is not accessible from the residence. Please Note: The future pool is not part of this proposal. The proposed pool as shown on the plans is not consistent with the zoning code and any future pool proposed for this property must meet all zoning code requirements for setbacks and fencing. The minimum side yard setback is 10 ft. to the pool deck and 12.5 ft. to the water's edge. The minimum rear yard setback is 5 ft. to the pool deck and 7.5 ft. to the water's edge. Analysis The additions are compatible with the residence and will blend with the existing architecture. The design is compatible with the neighborhood and community. r The proposal is consistent with the technical provisions of the Zoning Code except as noted for the future pool development. Recommendation In acting on a site plan, the Planning Board must make a finding that the proposed improvements comply with the regulations and are harmonious with the community, as required in Articles IV, V and VI of Appendix A Zoning, Sec. 400 and Sec. 600, of the Code of Ordinances, and, in that regard, may add further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Planning and Zoning staff recommends APPROVAL of the site plan to construct a 115 sq. ft. addition to the east of the residence and a 900 sq. ft. addition to the rear of the residence, based on the foregoing analysis with a finding that it is consistent with the technical provisions of the Code subject to the following conditions. Should the board find that the applicant merits approval, staff recommends that the following conditions apply: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 115 sq. ft. addition to the east of the residence and a 900 sq. ft. addition to the rear of the residence. 2) The site shall not drain onto neighboring properties or any rights-of-way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on-site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of structures on site to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved by the building official shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. 3) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 4) Landscaping as shown on Sheet No. A-1 shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. The applicant shall not reduce the approved landscaping without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17 or to add additional landscaping. 5) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 6) Applicant to obtain all required building permits before beginning work. 7) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Page 2 of 2 PZ-02-15-2015171—Arenas.docx I BILI 10 4�1 1 �G i' i aon 3_ ce as a "'Fl. C)NyI T,_ TFS DAVID A. DACQJISTU, AICP DEVELOPMENT ORDER File Number: PZ-02-15-2015171 Property Address: 286 NE 99th Street. Miami Shores. FL 33138-2435 Owner/Applicant: Jorge Arenas Address: 286 NE 99th Street, Miami Shores, FL.3;138-2=135 Whereas, the applicant Jorge Arenas (Owner). has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. First story addition. Whereas, a public hearing was held on March 26, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent Nvith the requirements of the Land Development Code. The Board requires that all further development of the property shall be perfonned in a manner consistent with the site plan,drawings. and the conditions agreed upon at the hearing: I) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 115 sq. ft. addition to the east of the residence and a 900 sq. ft. addition to the rear of the residence. 2) The site shall not drain onto neighboring properties or any rights-of-way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on-site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site.The installation of structures on site to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved by the building official shall require a signed architect or engineer's drainage plan that shall be subject to Page 1 of 2 DO-PZ-02-15-2015171 Arenas review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review- application and review and approval by the Planning and Zoning Board. ;} An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti- tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 4) Landscaping as shown on Sheet No. A-1 shall be compliant with Division 17 of Appendix A. Village of Miami Shores Code of Ordinances. The applicant shall not reduce the approved landscaping without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17 or to add additional landscaping. 5) Ground cover must comply with the provisions Division 17 of Appendix A. Village of Miami Shores Code of Ordinances,artificial turf is specifically prohibited. 6) Applicant to obtain all required building permits before beginning work. 7) Applicant to obtain all required permits and approvals from the Miami-Dade o Department of Regulatory and Econmic Resources, Environmental Plan Review Division (DRER.. EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one(1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(I)year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26'h day of March. 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Absent Mr.Zelkowitz Yes r Chairman Fernandez Yes Date J -,j,-riard M. Fernandez `'Chair, Planning Board Paae'oft DO-PZ-02-15-2015171 Arenas Eggs .....tn fifiiam! Shores village Building Department tOltiDp' 10050 N.E.2nd Avenue AF Miami Shores, Florida 33138 CUP a Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by J®tZ G I- A-V C-m HE 9q e.to perform special inspector services under the Florida Building Code at the AP -RAs �ZG-51Dlest�t project on the below listed structures as of 6 ZI4 15 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: K C.-5 - 05 - 1,2-31 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) fie SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) V SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individyalts)employed by this firm or me are authorized representatives to perform inspection I. Eu SIE to Mo" 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by "mlign or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include llpen%dtg as a ptdftional ••••:• engineer or architect; graduation from an engineering education program in civil or structural engineftg;tlraduatidrttft an •. architectural education program;successful completion of the NCEES •••••• 0000' Fundamental Examination;or registration as building inspector or general contractor. 000000 :•••• I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personne6performingins7ection ••••• services. ...... . .. ..... * 1tI, (we)understand that a Special Inspector inspection log for each buildingmust be displayed in a ca Y� j4 ocation onJJhe site •. for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections,33s rtgored by,the Florida Building Code,must be performed by the County.The Village building inspections must be calf for orsall mandatory3rT4wons. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inSpwft*performed J;V the Department Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the tirle of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealgo Engineer/Architect Name EU5 x:1310 MQJ2& (� cPMm Address 6-152 L14 143 Eel- P,13, DATE: 14XV2 Phone No.63 0 t5 Created on 6/10/2009 r � MecaWind Std v2 . 2 . 6 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 8/17/2015 Project No. JobNo Company Name E.M.Mora-Architect Designed By Architect Address 8752 SW 143 St Description Addition City Palmetto Bay Customer Name Jorge Arenas State Florida Proj Location 286 NE 99 ST Miami Shore, F1, 33138 File Location: C:\Users\E.M.Mora-Architect\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 17.48 ft Type of Roof = GABLED RHt: Ridge Ht = 21.65 ft Eht: Eave Height = 13.30 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 75.10 ft Bldg Width Across Ridge= 46.10 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 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 0000 Wind Pressure Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 • • •0000• 000000 •0.00• •• • •0•••• • •0.00• • • • •00.0• •• • 0000• • • • • • ••000• •000•• L Z B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.88 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 35.05 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3966.03 ft^2 Reduction Factor based on Roof Area = 0.80 MMRS-Wall Pressures for Wind Normal to 75.1 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +GCpi (psf) -GCPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -21.21 -8.59 Side Walls -0.70 -27.16 -14.55 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCPi +/-GCPi ------------------------------------------------------------------- Windward 13.30 0.85 1.00 0.80 33.94 16.77 29.39 37.98 Windward 3.30 0.85 1.00 0.80 33.94 16.77 29.39 37.98 Roof Location CP Pressure Pressure +GCpi(pef)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.43 -19.12 -6.50 Windward - Max Cp 0.04 -5.12 7.50 Leeward Norm to Ridge -0.57 -23.29 -10.67 Overhang Bottom Side (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.4 Deg, h/1= 0.23 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. bNERS-Wall Pressures for Wind Normal to 46.1 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCPi (psf) --------------- ------ ----------- ----------- 0000 Leeward Wall -0.37 -17.46 -4.84 • • Side Walls -0.70 -27.16 -14.55 i ••• 0000 0000•• Wall Elev Kz Kzt Cp qz Press Press Total 0••••• ••0••• ••••i• ft pef +GCpi -GCPi +/-GCPi •••i•• • • • ------------------------------------------------------------------ - 0000•• Windward 21.65 0.92 1.00 0.80 36.67 18.63 31.24 36.08 0000 • • • • • • 0000•• Windward 13.30 0.85 1.00 0.80 33.94 16.77 29.39 34.23 •0•• 0 0000• • • 0000•• •• Windward 3.30 0.85 1.00 0.80 33.94 16.77 29.39 34.23 • 0000• • • • • • Roof - Dist from Windward Edge Cp Pressure Pressure •• •• 0000 00000 • +GCPi(psf)-GCpi(psf) •••••• • • • ---------------------------------------------------------------- • • • • • • • 0•0000 Roof: 0.0 ft to 8.7 ft -0.90 -33.12 -20.50 •0000• Roof: 8.7 ft to 17.5 ft -0.90 -33.12 -20.50 0 ••• • •0000• Roof: 17.5 ft to 35.0 ft -0.50 -21.21 -8.59 •• • • ••• • 0 Roof: 35.0 ft to 75.1 ft -0.30 -15.25 -2.63 0.00 0 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.23 Wind Pressure on Components and Cladding (Ch 30 Part 1) Roof not ' shorn , 2; 1 ;22; 1 ;2 4 , 4 , r , Bells a Cable Roof 7<8<-43 0 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.61 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 Gcp r-Cp psf psf ------------------------------------------------------------------------------- W1W1 3.00 2.30 6.9 4 1.00 -1.10 41.36 -44.87 W1W2 2.30 2.30 5.3 4 1.00 -1.10 41.36 -44.87 W1W3 4.50 4.20 18.9 4 0.95 -1.05 39.65 -43.15 W2D1 2.50 6.66 16.7 4 0.96 -1.06 39.99 -43.49 W4D2 11.50 6.66 76.6 5 0.84 -1.09 35.89 -44.43 W5W4 4.50 4.20 18.9 4 0.95 -1.05 39.65 -43.15 W5W5 4.50 4.20 18.9 4 0.95 -1.05 39.65 -43.15 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.88 Qhcc:.00256*V^2*Khcc*Kht*Kd = 35.05 psf •• • •• • • 00 • •••• • ••••• •• •• •••• •••••• • • • • •• • A- X14/I G U.S.DEPARTMENT OF HOMELAND SECURITY :NATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 N,4'Ox l fldod insuronce Progrom Important:Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FQRINSURANCE CC)M!Ah USS Al. Buildng Owner's Name JORGE ARENAS PoUcy(Vllmber, E A2. Building Street Address Including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Cotnpanjf NAIC Number..`' 286 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 3 8 W 1/2 OF LOT 2,BLK 32,MIAMI SHORES SECTION NO.1,PB 10,PG 70,MIAMI DADE COUNTY,FL A4. Building Use(e.g.,Residential;Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25'51'57.43"N Long.80'1131.06"W Horizontal Datum: ❑ NAD 1927 R 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 8 A8. For a building with a crawispace or enclosure(s): A9. Fo,a building with an attached garage: a) Square footage of crawlspace or enclosure(s) WA sq it a) Square footage of attached garage N/A sq It b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b 288.0 sq in c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes R No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bi.NFIP Community Name 8 Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 1208600302 L 09/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09/11/2009 X WA B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile R FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: R 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 R No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' R 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/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:N-568 Vertical Datum: NGVD 1929 *000 Indicate elevation datum used for the elevations in items a)through h)below. R NGVD 1929 ❑NAVD 1988 ❑Othar/Source: •**so• •••••• Datum used for building elevations must be the same as that used for the BFE. •0•• 00 9• Check the measurement%sedF • • 600000 06 • 6910890 a)Top of bottom floor(including basement,crawispace,or enclosure floor) 12.29. R•fgeJ:•6❑meters • • • b)Top of the next higher floor N/A. R f%eJ•• ❑met%rs • 0••••0 c) Bottom of the lowest horizontal structural member(V Zones only) NIA. Offset••40 mettl•••• 90600 d)Attached garage(top of slab) WA. R feet �]meters • • ••996 • 00 09.66 e)Lowest elevation of machinery or equipment servicing the building 11.30. R feet �❑met • • (Describe type of equipment and location in Comments) •• • •0• ••• • Q Lowest adjacent(finished)grade next to building(LAG) 10.80. 0 et •13 meters • •• g)Highest adjacent(finished)grade next to building(HAG) 11.10. R1eet b met4s109;• 000000 h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.80. R:eel•• mete% :0000: 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.1 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. GE tg pfi •.........q�p R Check here if comments are provided on back of form. Were latitude and Longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? R Yes ❑ No a • NO.2534 d Cerfifier's Name GEORGE IBARRA License Number 2534 m * a Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. tP'°. STATE of gy `•.'O<ORIDP•"off Address 1355 NW 97 AVE#200 City MIAMI State FL ZIP Code 33172o susc�``i Signature Date 10/28/2014 Telephone (305)264-2660 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy Illrresponding 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 Numbbr. 286 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 Company NAtC Number: SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments SECTION 2 C(E)LOWEST ELEV MACHINERY IS A/C PAD.LAT&LONG.PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION=10.41 FT Signature Date 10/28/2014 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 8-9 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's or Owner's Authorized Representative's Name JORGE ARENAS Address 286 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date 10/28/2014 Telephone Comments ❑Check here if attachments. •••• •••••• 0000 0 • • SECTION G—COMMUNITY INFORMATION(OPTIONAL) Tholocal official who is authorizeckylaw 3r ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G pftig Vpvation Complqeotg%1pplicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. 61.❑ •The inforreation in Seciia ZQ was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who ••'•:is authopzed by law to cgrjijr jelevation information. (Indicate the source and date of the elevation data in the Comments area below.) GI2991•A corrMAIM41ficial cofp"OSection E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. • Gesb•The follc•ring iwformatiaw glemc G4-G10)is provided for community floodplain management purposes. nQ4_ ermit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued 7. This permilWAteon issue!for: ❑New Construction ❑Substantial Improvement W.*Moration ci bWlt Iowestlo&4ig8luding basement)of the building: ❑feet ❑meters Datum G9. BFE or(in 7one./J,Lt)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Officiars Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. \ FEMA Form 086-0-33(7/12) Replaces all previous editions. 5582 N.W.7TH STREET,SUITE 202 14-0001555-1 MIAMI,FL 33128 .,-lova Surveyors Inc, SURVEY NO TELEPHQNFp(305)264-2860 � FASO:(305)2840228 DRAWN BY: LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF LOT 3&W 1/2 OF LOT 2,BLOCK 32,OF MIAMI SHORES SECTION NO, 1,ACCORDI T w 1 ,OF AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 286 NE 99 ST,MIAMI SHORES,FL 33138 FOR: JORGE ARENAS LOCATION SKETCH scale 1"= NT.S. : .• 100 ST ET' 1 c� Ut♦ 1! IX rt ' IG 9 d / �6 1'7 1 q •• , 1 _ a 2 in N t1 0� + t I r tt 1 t 3 t t ! 4 1 .19 r - 3 1i t i L Ib i ra I• ;O;[1'tt 12o� C 4 15-1�"151161 IT ttl 1y 'zol Zr LL i!a -t1,to to ,• 17 iH 19120 71'tl .a0. 5G! �Sc 99- H �r•�• SUBJE PROPERTY r 8 ; 7 1b N i t: ►�"" tl C i 9 7is 8 4I�./' slut _ "' 0 to l � t tl7 v !1 . X15 1. i • .� zt t2 zs- 4 + S:K so ! 11 LIE—) v� to 'T 0 ttl r7 I t[ 98TH STR T o --r— M i .or n IQ 9 e 7 16 nI; ! voi rbs " u0i i e 17 ` i i q ! z H v t n r. 9 a I 6 s a 1 ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL —ON-OVERHEAD UTILITY LINES AIC=AIR CONDITIONER PAD PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.&EG.=INGRESS AND EGRESS R.P.=RADIUS POINT 2= C.B.S.=WALL(CBWI AIR=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG #-�1 C.L.F.=CHAIN LINK FENCE A/S=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT RAN-RIGHT-OF-WAY p_p ;•F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.-SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.86044 W.F.-WOOD FENCE B.M.=BENCH MARK MIH=MANHOLE SWK.=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT ■000 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES ..... CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWNR BEARINGS ARE RC4BRRED TO AN A861111013"CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,B4'aS31{D PIAT IN THE SCjtIPTION OF THE• CL=CLEAR O/S=OFFSET W.S.=WOOD SHED F'A(() •TFI TJ AIP C.L.F.=CHAIN LINK FENCE OVH.=OVERHANG PROPERTY.I T, EN SEAQI $ REFERRED % C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK =ANGLE COUNTY,TOM"WIN MAPS. •• • •••••• 2)THIS IS A PEC[IC PURPOSE SUFg V,EY. EASEMENTS P.C.=POINT OF CURVE A =CENTRAL ANGLE 3)THE CLOSURE "E BOUNDARY-SURVEY IS ql3 "• CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE g =CENTER LINE 1:7500 FT. *000 • • • • C.P.=CONCRETE PORCH PL.=PLANTER 4)IF SHOV"ELEVA'RONS ARtlR"MVED TO C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND 41 =MONUMENT LINEMIAM4DADE OOURItY. • 00000 D.E.=DRAINAGE EASEMENT SURVEYOR • • D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING 411066411411 • •• 904106410 EASEMENTS P.O.C..=POINT OF COMMENCEMENT BM8-------- •p1".1111 •F11��=!r QF•N.G.V.D,W1".• DRIVE=DRIVEWAY P.P.=POWER POLE • ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB •••••• • • • • • • E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE • • • • •••••• F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE •••••• F.H.=FIRE HYDRANT MONUMENT • • • • • F.I.P.=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S C�'RTIFI I�Jp; •••.•• F.I.R.=FOUND IRON ROD PVMT.=PAVEMENT `9�` F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"I>�1NDRRY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY("SURVEY'1• COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS -' AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. BY, Ito-406-1-0. - THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACI;.*AENT3. (DATE- •- - ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. SEAR THE EMBOSSED SEAL OF THE ATTESTING LAND - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). - HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE:X COMMUNITY/PANEUSUFFIX:120653 0302 L DATE OF FIRM:08/11/2008 BASE FLOOD ELEVATION:N/A. REVISED ON: CERTIFIED TO:JORGE ARENAS N CHRISTOPHER P KELLEY P.A. ate req OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY rrP• atiFic''RP NO. W, WE STATE CF ? y0`q .1'0.0 FLORID" I yJ0 1 r 1AND SUaJ�O SURVEYORS SEAL S 1MIAMI,355 NW 97 AV SUITE 200 . SURVEY No. 14-0001555-1 FLORIDA 33172 TELEPHONE.(305)2642660NKutt � ruPqurs Jnr. ' FAX:(305)2640229 DRAWN BY: LG. LAND SURVEYORS SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE =1'=20' x N.-E ' 99th. ST. F 20'ASPHALT ti F- r PVMT. 0 o W) a M ASPH.RETURN 22'PWY 0 5'CGNC.SWK ':. . 75.00•, :• .78.25' F.I.P 3/4" o ° 1.00 CL B.C. 90 26 5 89 33 55' NO CAP :• ' N I F.I.P 3/4" F.I.P 3/4" • C NC.DRIVE V NO CAP NO CAP p N N 2 D X Z _J N fV 13. U 15.50' JO cq a 10.30' OLn 0.80'ENCR. c 26.25' c 9.35' N ONE STORY LOT-2 RES. #286 � BLOCK-32 1.001CL REMAINDER LOT-4 75 LOT-3 — r LOT-2 BLOCK-32 $ BLOCK-32ON PL BLOCK-32 8.05' (N.A.P.) •••• N 0 • Y � •••••• •000 • 4 mi • • •• • •• 10.90' 46.20' 17.90' • • • • 4.444• p A/C 4444•• • • • • 4444 44.44• • • 4000• • 40•0 • • 4444• 4444• •• • 4444•• • • • • • • 4444 •• •• • • • 4444•• I L0 066004 • • • • ,� 4444•• v •0400• • 6 0 9 0 0 •.• • 0 00 14.00 13.00' 0 00• • • B O 1.00 ENCR. "' C.S •' ' 90°26'5" ON PL 2.00-CL 8 °3355" I F.I.P 3/4" lip 75.00' F.I.P 3/4" NO CAP I 15'ALLEY(N.A.P.) C. LOT-20 LOT-21 LOT-22 BLOCK-32 BLOCK-32 BLOCK-32 SURVEYOR'S NOTE: A)Asphalt Return Encroaching onto Right-of-way on the North side of Property. B)Neighbor's Wood Fence Encroaching onto Subject Property on the West side of PropenY. C)Overhead Utility Line Encroaching onto Subject Property on the Southwest side of Property. SURVEYOR'SNOTE: There may be Easements recorded in the Public Records not shown on this Survey. The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes.