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RC-15-1661 (2) Miami Shores Village Building Department J0L o 6 2015 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 IV's FBC 20((3 BUILDING Master Permit No. 0-� ® � PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: do3 Zb `� � � q City: Miami Shores County: ® Miami Dade Zip: J�I� Folio/Parcel#: (! . Z'--qc- 0 I1- r Is the Building Historically Designated:Yes NO C Occupancy Type: Load: Construction Type: 6T A Flood Zone: iK�C) BFE: FFE: �C OWNER: Name(Fee Simple Titleholder):U AicAj,.�' • I2�:sT��, la3z�Phone#: 3 FL- �4 3b -03 Z-5 Address: i(v® City: cNm State: �L Zip: 3313F Tenant/Lessee Name: JA Phone#: Email: 'a�0CL"'_ rL $10o C'-- 0-�-caa-� • c�s-t CONTRACTOR:Company Name: ZL(f Phone#: � ?(.`t u' - TV Address: City:- ` `° �'3 State: Zip: 3.3i37 Qualifier Name: oru n - C�4 t C"L' Phone#: :)8A+ - Z-u. - V Z State Certification or Registration#: CCC 6 Z( Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (®I�GCJ� Square/Linear Footage of Work: Type of Work: E�l Addition IZZF Alteration ❑ New ❑ Repair/Replace ❑ Demolition io Description of Work: a ��" �' i 'ct'srJ'-f e y_A Cj"''-3 a. Specify color of color thru tile: Submittal Fee$ �Q•Q_o Permit Fee$ 0 °0:�l CCF$ CO/CC$ 1��• ., Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 2-13(DS_' ID (Revised02/24/2014) 2' F3®S ( Gz) Bonding Company's Name(if applicable) l�� •' ` Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this L dayof20 fl— by Z day of 1,/ 20 1 S by rJ ,who is personally known to who is personally known to mor 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. x ��GrsL. c Print: %1 Print: 1 ro...........`� SANDRA R. SADON :; `04 SANDRA R. SADON Seal: y . MY COMMISSION#FF104116 Seal: �` € MY COMMISSION#FF104116 'o '' i°•• EXPIRES April 4, 2018 EXPIRES April 4, 2018 4)3%-0153 Noridallota Service.com (407)398-0153 F106daN01a Service.com APPROVED BY Plans Examiner �j/ Zoning Structural Review Clerk (Revised02/24/2014) CFN:20150309754 BOOK 29616 PAGE 1412 DATE:05/14/2015 11:54:11 AM DEED DOC 1,416.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY Prepared By Andres Fortany MGRM Madison Bradley Holdings,LLC 306 Aienzar Avenue,Suite 3o3-C Carel Gables,FL 33134 Return To: Zendegai Low Group,PA. 10800 Biscayne Blvd, Suite 725 Mioml,FL 33161 (0)305-579-3333 WARRANTY DEED THIS WARRANTY DEED dated May 11, 2015, by Madison Bradley Holdings, LLC, a Florida Limited Liability Company,whose post office address is 306 Alcazar Avenue, Suite 303-C, Coral Gables, FL 33134, hereinafter called the grantor,to Ivan Rabinovich as Trustee of the JG 10326 Land Trust,Ivan Rabinovich Trustee,whose post office address is 560 NE 103 Street,Miami,FL 33138 hereinafter called the grantee,with full power and authority to protect,conserve,sell,lease,encumber,or to otherwise manage and dispose of the real property hereinafter described,pursuant to Florida Statute 689.073,: (Wherever used herein the terms"grantor"and"grantee^include all the parties to this instrmnent and the heirs,legal representatives and assigns of individuals,and the successors and assigns of corporations.) WITNESSETH:That the grantor,for and in consideration of the sum of$10.00 and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the grantee,all the certain land situated in Miami-Dade County,Florida,to wit: Lot 1,&the East Y2 of Lot 2,Block 127,MIAMI SHORES SECTION 5,according to the plat thereof recorded in Plat Book 10,Page 47,of the Public Records of Miami-Dade County,Florida. Parcel Identification Number: 11-2136-013-1430 Also known as: 10326 NW IST Avenue,Miami,FL 33150 Subject to taxes for 2015,and subsequent years;covenants,conditions,easements, restrictions,reservations and limitations of recorded,if any. TOGETHER with all the tenements,hereditaments and appurtenances thereto belonging or otherwise appertaining. TO HAVE AND TO HOLD the same in Fee Simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances,except taxes accruing subsequent to:December 31,2014. IN WITNESS WHEREOF,the said grantor has signed and sealed these presents the day and year first above written. Signed,sealed and delivered in the presence of: Madison Bradley gs LLQ, a Florida Limited Lia 4npany i ~ BY: j Witness Name:`.j !/){li fZi t?1 Andres Fortuity,Managing Member Witness Name:_.l&:;A t"�-At;sAl2c.2: State of Florida County of Miami-Dade e The foregoing instrument was;:•sworn to, acknowledged and subscribed before me this Pd day of A 1.41 2015, by s Fortuny,Managing Member of Madison Bradley Holdings,LLC,a Florida Li idr ted Liability a F is/are [ 1 Personallyfknown or I t,,J has/have produced a t� 9�___;91 i>*4gdentification. �`' • Ss10ry ;r v,, [Notary Seal] s0` @?aiO,': *S No q l t • �.� *? a Printed Nartiy s� fEE 222975 -_V, My Commission Expires: .t,�, ,o•jOyIn • �Q* x\1 14' SNOR s G oil ® Q... Miami shores Village -` — Building Department IORiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C._A COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT, D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: LLC BUSINESS ADDRESS: ��� �= 101 CITY STATE F- ZIP 33133 BUSINESS PHONE: C Z-6 ) ��- �I® � FAX NUMBER CELL PHONE ZG -7-t� `Z'�l QUALIFIER'S NAME: �- QUALIFIER'S LIC NUMBER: C CC It— 04 (z f R&GLL-1 OP ID:KD CERTIFICATE OF LIABILITY INSURANCE D07102/20Y6 07/02/2015 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 pollcy(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 endorsemen s. PRODUCER CONTACT W.F.Roemer Insurance Agency PHONE Jonathan F.Remes FAX 3775 NW 124 Avenue AI No •954-731-5566 AIC,No):964-731-8438 Coral Springs,FL 33065 E-MAIL Jonathan F.Ramos ADDRESS:jremes@roemer-ins.com INSURER(S)AFFORDING COVERAGE NAIC 8 INSURER A:Mid-CmMinent Casualty Co 23418 INSURED R&G,LLC&RG Builders LLC INSURER B: 560 NE 103rd Street Miami Shores,FL 33138 INSURER C: INSURER D: INSURER E: 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. TYPE OF INSURANCE POLICY EFF POLICY EXP LTR POLICYNUMBER MM/DDIYYYY) (MMIDDIYYYYl LIMITS A X COMMERCIAL GENERAL LIABILITY EACHcmRRENCE $ 1,000,00 CLAIMS-MADE a OCCUR 04-GI-4=914553 10/20/2014 10/20/2015 PREMISES(E.=.) $ 100,00 MED EXP(Any one person) $ Excludec PERSONAL&ADV INJURY $ 1,000,00 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY[X]JE 4 F7 LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Eaa.dent $ 1,000,00 A ANY AUTO 04-GL-000914553 10/20/2014 10/20/2015 BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per acddent $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER T - AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) License#:CGC1604621 CERTIFICATE HOLDER CANCELLATION MIAMIS3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORIZED REPRESENTATIVE Miami NE 2nd Ave Miami Shores,FL 33132 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD {850}487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 RABINOVICH,SAUL R&G LLC 560 NE 103 ST MIAMI SHORES FL 33138 Congratuiationsl With this license you become one of the nearly one million meridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OFfLORIDA ,., from architects to yacht brokers,from boxers to barbeque restaurants, and they keep Florida`s economy strong. DEP C =B �6PII=BSNfl PROFS tPLA1'Itt. Eve we work to rove the way we do business in order to k ►Y + Improve y CC3C1504621 `s � � V 11,8/2014 serve you better. For information about our services,please log onto �� � � z �s . . _ . VAW. floridalicense.com. There you can find more information CE tTIi=IE® about our divisions and the regulations that impact you,subscribe to{d��{oartment newsletters aril learn more about the Departmenrs {R}A¢p8�w1NOViCtl,;t$ �� k initiatives. °�«t7'LL�i '3F-: 3Fk33 �-t- � �u'„h y� ^ Our mission at the Department is:License Efficuentty,Regulate Fairly. T � We candtar y strive to serve you better so that you can serve your customers. 7`hank you for doing business in Florida, r cER7uFiEIs�kasr ul�s �vsri� rt r� G4�rigs and congratulations on your new license! ; ".Aurna+ r DETACH HERE RJCKAC0'M GOVERNOR KEN LAWSON,SECRETARY 'STATEOIC FLORIDA, DEPARTMENt OF 6USINE835AND PROFESSIONAL-REWLATION " 'v CON RUCT1€ ':1N 1�STRY UCENS!NG-BOAR£? : ttt�C` Th-6-aENEk !OR_ belIS, owTiF1El] ' -48, � - #11` >pr� �l 1 �R fS. 3Y 3 U G V 4 ��.'' �� L `'��`��� � � mac.' x ^e�. � �^ • ,,,, • - ' a, ' ; r rl ,�,. ;C�y.r� a� � AW �F ' `:a `<'b �, ,'�...,:.�•�"'� �f `� auk^� f f 3 u�t '� �"5�� 4�u r.. c x -. 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JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/29/2015 EXPIRATION DATE: 8/28/2017 PERSON: RABINOVICH SAUL FEIN: 651088827 BUSINESS NAME AND ADDRESS: R&G LLC 560 NE 103 ST MIAMI SHORES FL 33138 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 ' ytlOREs taa tv3z G1� ea„ ,,,,, Miami Shores Village `.. �� Building Department �l OR 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. Signatur O er State of Florida County of Miami-Dade The foregoing was acknowledge before me this �—day of (// ,20f . By_ ���� h� /��. who is personally known to me or has produced as identification. Notary: =e-567011111 of Florida1;:4j noF 082753S 8 Rc G July 2/2015 State of Florida County of Miami–Dade Before me this day personally appeared Saul Rabinovich who, being dully sworn deposes and says: That he will be the only person working on the Project located at: 10326 NW 1 Ave,Miami Shores, Florida Sworn to and suscribed before me this 2 of July of 2015,by Saul Rabinovich Personally known Produced Identification � ,U1 206;1-) p lo'ch Type of Identificacion Produced ,�L.— . Print,type or Stamp N e of Notary FO#V Notary Public State of Florida Joanna M Feliciano L. My Commission FF 082753 Expires 01/12/2018 560 NE 103 St Miami Shores,Fl 33130 Tel 786-286-8181 Fax305-359-3255® Email:saulr54@gmail.com DEVELOPMENT ORDER File Number: PZ-05-15-2015197 Property Address: 10326 NW 1st Avenue Property Owner/Applicant: JG 10326 Land Trust / Ivan Rabinovich Trustee Address: 10326 NW 1st Avenue Agent: Saul Rabinovich Address: 560 NE 103 Street Whereas,the applicant JG 10326 Land Trust/ Ivan Rabinovich Trustee (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. Garage conversion. Whereas, a public hearing was held on June 25, 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 with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a 165 sq. ft. carport to family room extension and to convert an existing 251 sq. ft. attached garage to a master bedroom suite. 2) The applicant to maintain 2 legal parking spaces on the plot. Page 1 of 2 t 3) The site shall not drain onto neighboring properties or any rights-of- way. 4) 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. 5) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. No new landscaping is proposed 6) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 7) Applicant to obtain all required building permits before beginning work. 8) 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. 9) Applicant to meet all applicable code provisions at the time of permitting. 10)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. The application with conditions was passed and adopted this 25th day of June, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Busta Yes Mr. Reese Absent Mr. Glinn Yes Chairman Fernandez Yes Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 X W* h Miami Shores Village --- Building Department •� 10050 NE 2nd Ave. 7AUG 2d15 Miami Shores, FL 33138305-795-2204/Fax 305-756-8972 _ NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by I �q- .03 to perform special inspector services under th FI ri Building Code 5th Edition(2014)and Miami Dade C dministrative Code at the 1,63� project on the below listed structure as of (date).I am a registered architect/professional engineer licensed in the Stfite of Plorida. Process Number: 9Q16�6_- "Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) _Miami Dade County Administrative Code,Article it Section 8.22 Special Inspector _ lorr­ Trusses>35 ft.long or 6 ft.high Stegl Framing and Connections welded or bolted "Soil Compaction " ` Precast Attachments f � _Roofing Applications,Lf.Weight.Insul.Conc. _Other Note:Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform insnection* 2. 3.' 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examin#.t q% or registration as building Inspector or general contractor. °o 0 0 0• •••••• 1(we)will notify the Miami Shores Building Department of any changes regarding author zea personr*9?•• ..•.:. performing inspection services. I(we),understand that a Special Inspector inspection log for each building must be displal.c in a • .. ••• convenient location on the site for reference.by the Miami Shores Building Department lijVpitor. AIL. ••••• mandatory inspections,as required by the Florida Building Code,must be performed by „i Clami Shorel.: •••• • Building Department.Inspections performed by the.Special Inspector hired by the ownejjgg do addition to •• the mandatory inspections performed by the department. Further,upon completion of vgorklt4er each e •••••• Building Permit,I will submit to the Building Inspector at the time of the final inspection the gomplet$d•••• inspection log form and a sealed statement indicating that,to the best of my knowledge,Oeji2f Ind °••• p fessional judgment those portions of Vae pr4gct Outlined above meet the intent of the Florida Build'n • de and are in substantial accord it ager aJ, lans. Engineer/Architect qC Name gn ealed c `. !, Print D �, r , Address � F9 t , 0000 0000.. • 0000 0000.. . .. 0000.. 0000.. 0000.. 0000 0000. .. . • . 0000. . ... . . of so 0000.. 0000.. ,. • 99 ...... 00000:0000.9*0 • • • • RUBEN JUAN PUJOL Job: 10326 NW 1 AVE ARCHITECT P.A. Calculated by: AC 12237 SW 204 TERRACE Miami, Florida 33177 Date: 8/25/2015 STRUCTURAL CALCULATIONS INDEX: - DESIGN CRITERIA & APPLICABLE CODES......... Page o - WIND LOAD CALCULATIONS ............................... Page 1-7 - WOOD LEDGER DESIGN.................................. Page 8 - CONCRETE BEAM DESIGN.................................. Page 9-22 - MASONRY DESIGN................................................. Page 24-26 ,�� �� � °� 0000•• �:. e'�J 0000 ����`0•4 {i• 0000• 0ee0•• !0• .• •0000 !•�•® :• Dose•• fi •GOOD• •e d o • • • • : '�1.1 :�.•r e Does.. i, • • c� os•se• • o. RUBEN JUAN PUJOL ARCHITECT P.A. A.LA-AR# 0010458 ti e r n Y 1 t ease • 0 00 0000 • • • •caeca • a • • • eaese ee • ease ease• • sss ease•• seeress •e ee ee • • as { RUBEN JUAN PUJOL Job: 10326 NW 1 AVE ARCHITECT P.A. Calculated by: AC 12237 SW 204 TERRACE 8/25/2015 Miami, Florida 33177 Date: DESIGN CRITERIA WIND LOAD (PER ASCE 7-10): CATEGORY: II EXPOSURE: C IMPORTANCE: 1.0 WIND VELOCITY: 175 mph Kd: 0.85 - ROOF DEAD LOAD 25 PSF LIVE LOAD 30 PSF - FLOOR DEAD LOAD 20 PSF LIVE LOAD 40 PSF 0000 . . 0000 0000.. APPLICABLE CODES 0000.. 0000.. 0000 .. . 6 . . . 0000 . .. 00000 - FLORIDA BUILDING CODE 2010 EDITION 00.08• ••• • ••:••' •0' so - ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINT: , ,,,;;, .006.0 & OTHER STRUCTURES 6 6666: .. . . 666 • . 0000 - NDS 2005 EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - ACI 318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 0 t r • • • • • 00 • • • •••••• 00000 • • • MecaWind Pro v2 . 2 . 3 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright w,,rw.mecaenterprises.com Date : 8/25/2015 Project No. 2015-089 Company Name RUBEN JUAN PUJOL ARCHITECT P.A Designed By AC Address 12237 SW 204 TERR. Description CARPORT ENCLOSURE. Miami FL city Miami, FL 33177 Customer Name IVAN RABINOVICH Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) State : FL Proj Location : Miami , FL Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft Basic Wind Speed(V) = 175.00 mph At = .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 = 0 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 12.67 ft Type of Roof = FLAT RHt: Ridge Ht = 12.67 ft Eht: Eave Height = 12.67 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 58.92 ft Bldg Width Across Ridge= 68.67 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 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 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 Resi.sti.nu Svstem (MWFRS) - Ref F'iaure 27.4-1 , De#) sees ^. • .-ae.. _e ;,,, $ • s Soso 0000•0 •• • •• • • sees•• •• • sees•• sees•• • • • sees*: sees • •• sees• ---L ` sees•• • •• _;. • • • • • • • • •••••• 0 000 • • • Kh: 2.01*(Ht/Zg)1(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 4046.04 ft^2 Reduction Factor based on Roof Area = 0.80 1 • � � T I 1 0000 0.000• 0000 • • 0••0•• • •• 0000•• • 0000•• • • • •• 0000 0000• •• • 0000 0000• • ••• 0000•• 0000•• •• •• •• • 0000•• • • • • •00.0• 0000•• • • • MWFRS-Wall Pressures for Wind Normal to 58.92 ft Wall (Normal to Ridge) ]. 7:.r.-ss rtes I,,:ar, yr :,a.r.-+:i uL; x `E; C'�asi.on, w-4-ti a c.,ad Fa^f::or of ,... - Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.47 -19.58 -7.36 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total £t psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- windward 12.67 0.85 1.00 0.80 33.94 16.97 29.19 36.55 Windward 2.67 0.85 1.00 0.80 33.94 16.97 29.19 36.55 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -32.07 -19.86 Roof: 6.3 ft to 12.7 ft -0.90 -32.07 -19.86 Roof: 12.7 ft to 25.3 ft -0.50 -20.53 -8.32 Roof: 25.3 ft to 68.7ft -0.30 -14.76 -2.55 MWFRS-Wall Pressures for Wind Normal to 68.67 ft wall (Along Ridge) .._� pL...,u_:_-i._. .>.._;3I1 t,.L'e - <.�::: c{ ti.l%On ^SEl Cle'•.i:Jt , .,_`_1"i c. C.=t::1 I' C'O :Y .0 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 12.67 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Windward 2.67 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -32.07 -19.86 Roof: 6.3 ft to 12.7 ft -0.90 -32.07 -19.86 Roof: 12.7 ft to 25.3 ft -0.50 -20.53 -8.32 Roof: 25.3 ft to 58.9 ft -0.30 -14.76 -2.55 Parapet MWFRS Presures (Ref Para 27.4.5) : Qp: Pressure at Top of Parapet = 33.94 psf •••• Type of Parapet = Solid Top Elev. of Parapet = 2.33 ft • • Press-Windward Parapet = 50.91 psf Press-Leeward Parapet = -:3.9,0•gsf •••• ••••••• Wind Pressure on Components and Cladding (Ch 30 Part 1) •••••• •• • •••••• • R(vf not '4 • • • • • •••••• 1 r ml 12 •••••• i.CSF ...�k Y' � 1 • • • • • aj_ E ••• • „ Jr - - 3 WAS Gable Roof 0 7 A 1. pre..sure.,. shown arASP L:..i3rs, ,._t.h Load Factc;r r.I- •6 Width of Pressure Coefficient Zone "a" _ = 5.07 ft 2 99.0 9999.. 9999 . . 9999.. .9000. .. 9999 9999. .. . 9999 .99999 99 .. .. 9999.. 9.99.. 066 ... . . 9. Description Width Span Area Zone Max Min Max P Min P ft £t ft^2 GCp GCp psf ps£ ------------------------------------------------------------------------------- T-1 1.33 30.42 308.5 1 0.20 -0.90 12.90 -36.66 1.33 30.42 308.5 2 0.20 -1.10 12.90 -43.45 - 1.33 30.42 308.5 3 0.20 -1.10 12.90 -43.45 T-2 1.33 34.25 391.0 1 0.20 -0.90 12.90 -36.66 1.33 34.25 391.0 2 0.20 -1.10 12.90 -43.45 1.33 34.25 391.0 3 0.20 -1.10 12.90 -43.45 T-3 1.33 27.53 252.e 1 0.20 -0.90 12.90 -36.66 1.33 27.53 252.6 2 0.20 -1.10 12.90 -43.45 1.33 27.53 252.6 3 0.20 -1.10 12.90 -43.45 T-4 1.33 32.75 357.5 1 0.20 -0.90 12.90 -36.66 - 1.33 32.75 357.5 2 0.20 -1.10 12.90 -43.45 - 1.33 32.75 357.5 3 0.20 -1.10 12.90 -43.45 CMU WALL 11 FT 1.00 11.00 40.3 4 0.80 -0.89 33.39 -36.44 1.00 11.00 40.3 5 0.80 -1.07 33.39 -42.34 PARAPET 1.00 2.33 2.3 4 0.90 -0.99 36.66 -39.71 - 1.00 2.33 2.3 5 0.90 -1.26 36.66 -48.88 10 SQ.FT. 10.00 1.00 10.0 1 0.30 -1.00 16.29 -40.05 - 10.00 1.00 10.0 2 0.30 -1.80 16.29 -67.20 10.00 1.00 10.0 3 0.30 -2.80 16.29 -101.15 G 16.00 8.00 128.0 4 0.72 -0.81 30.68 -33.74 1 6.00 8.00 48.0 4 0.79 -0.88 32.98 -36.04 A 12.00 8.00 96.0 4 0.74 -0.83 31.36 -34.41 12 12.00 6.67 80.0 5 0.76 -0.97 31.78 -39.13 C 2.20 2.20 4.8 4 0.90 -0.99 36.66 -39.71 D 6.00 4.00 24.0 4 0.84 -0.93 34.61 -37.66 14 8.00 6.67 53.4 4 0.78 -0.87 32.73 -35.79 15 8.00 6.67 53.4 4 0.78 -0.87 32.73 -35.79 B 3.0.0 5.00 15.0 4 0.87 -0.96 35.71 -38.76 3.00 5.00 15.0 5 0.87 -1.20 35.71 -46.98 E 6.00 3.00 18.0 4 0.86 -0.95 35.28 -38.33 F 3.00 3.00 9.0 5 0.90 -1.26 36.66 -48.88 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf Parapets Components & Cladding (Ch 30 Part 4, Para 30.7.1.2) Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposure Adjustment Factor (EAF =1.000), Topographic Factor (Kzt = 1.00) and Reduction Factor (RF = 1.0) . The effective area for the parapet is 10 sq ft [0.929 sq m] to be conservative, which makes the Reduction Factor 1. 4444 • • •••• •••40• 1% • • 00 G• • • • • • 4006•• •• • ••6••• • 4444•• • • • Ges •••••• 4eee • 44 6•••• •••646 ••• 4 4444• 0e 6006:0 4444•• • • Case A - Apply Positive Wall Pressure to Front & Negative Roof Pressure to Back. 3 ...... .... . . ...... . 0000• ..... .. . .... ..... . ... ...... . ...... .. .. .. • • •.•.•• ..•... • . • • • • 0 pl: Positive Wall Pressure on Front of Parapet (Zone 4) = 44.45 psf pl: Positive Wall Pressure on Front of Parapet (Zone 5) = 44.45 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) = -102.10 psf p2: Negative Roof Pressure on Back of Parapet (Zone 3) = -139.16 psf Case B - Apply Positive Wall Pressure to Back & Negative Wall Pressure to the Front. p3: Positive Wall Pressure on Back of Parapet (Zone 4) = 44.45 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 44.45 psf p4: Negative Wall Pressure on Back of Parapet (Zone 4) = -44.45 psf p4: Negative Wall Pressure on Back of Parapet (Zone 5) = -81.52 psf •••• • • 0000 0000•• • • • • 0000•• to • 0000•• • 0000•• • • • 0000•• 0000 to • • • 0000 • •• •0i•• 0000•• 0•• • 0.000 •• •• .00 •00 ••0 • • 0000•• • • • 0 • • • • •••••• • • • • • • • 4 ...... .... . . ...... . .. ...... ...... .. .... ..... .. . .... ..... . ... ...... • • • e 00• • ••...• Partially l MecaWind . ®1 Developed by MEGA Enterprises, Inc. Copyright www.mecaenterprises.com Date 8/25/2015 Project No. 2015-089 Company Name RUBEN JUAN PUJOL ARCHITECT P.A Designed By AC Address 12237 SW 204 TERR. Description CARPORT ENCLOSURE. Miami FL City Miami, FL 33177 Customer Name IVAN RABINOVICH State FL Proj Location : Miami , FL it=.. L :;ati^n: -EI;G Drive\Erncsta,<�-1)32r N11 1. ... .6vir;d part PE-.1.i<,r-ed.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II 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 Bin = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 12.67 ft Type of Roof = FLAT RHt: Ridge Ht = 12.67 ft Eht: Eave Height = 12.67 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 58.92 ft Bldg Width Across Ridge= 68.67 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simpi.ifie�d Method Gustl: For Rigid Structures (Nat. Freq.>l 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 = 0.90 Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 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 = +/-0.55 Reduction Factor for Large Volume Buildings, Ri Aog: Total Area of Openings in Bldg Envelope = .00 ft^2 Vi: Unpartitioned Internal Value = .00 ft^3 0000 Ri: 0.5*((1+1/(1+(Vi/(22800*Aog))^0.5)) (Egn. 6-16) = 1.000 • • • 0000 000 Notes: 1) +GCpi = +0.55 * Ri • •• 0••• • Notes: 2) -GCpi = -0.55 * Ri •• • 0000•• 0• 0000•• •• • 0000•• Wind Pressurs Main Wind Force Resisting stem S (MWFRS) - Ref Figure 27. • Y � 4s�•••• • • • 0000•• 0000 •• • • • 0000 • •• ••••r * 0000•• ••• • ••0•• �' � �`.�`` •• •• •• 0000•• 0000•• • • • • • • 0000•• •000.0 0*0 L • • • E ,r 5 Kh: 2.01*(Ht/Zg)' (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 4046.04 ft^2 Reduction Factor based on Roof Area = 0.80 MWMS-Wall Pressures for Wind Normal to 56.92 £t Wall (Normal to Ridge) 3!.c;wn are lbasea u,..: a i.:oa<9 F. :i::ot: of ,r: Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.47 -32.14 5.20 Side Walls -0.70 -38.86 -1.53 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 12.67 0.85 1.00 0.80 33.94 4.41 41.75 36.55 Windward 2.67 0.85 1.00 0.80 33.94 4.41 41.75 36.55 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -44.63 -7.30 Roof: 6.3 ft to 12.7 ft -0.90 -44.63 -7.30 Roof: 12.7 ft to 25.3 ft -0.50 -33.09 4.24 Roof: 25.3 ft to 68.7ft -0.30 -27.32 10.01 MWFRS-Wall Pressures for Wind Normal to 66.67 ft wall (Along Ridge) li rs¢:>a res >:-.;rr; ar=.; as:.l t;_ ..6D Pc^ig , .._tY; a Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -33.09 4.24 Side Walls -0.70 -38.86 -1.53 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 12.67 0.85 1.00 0.80 33.94 4.41 41.75 37.51 Windward 2.67 0.85 1.00 0.80 33.94 4.41 41.75 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -44.63 -7.30 Roof: 6.3 ft to 12.7 ft -0.90 -44.63 -7.30 Roof: 12.7 ft to 25.3 ft -0.50 -33.09 4.24 0000 Roof: 25.3 ft to 58.9 ft -0.30 -27.32 10.01 0 0 •00000 000000 • • • • Wind Pressure on Components and Cladding •• • 0000•• •• •••000 00 • ••0••• • ••000• • • • Y •0000• 0000 •• • • • • • 0 • • 0000 • •• 00:000 ( i i Roof not f}not i 00.00• ••• • 0000• •• •• •• •••••• �Ic�t11 • 0000•• • • 1 �� -� � ar k'N F. i i • • • • •••••• 0000•• 00 • • • 0000•• 00 ••ILA 11 S • a �M, rod` ;'a,�ed „^on ASP GA iJ< _'h _ Load Factor �f Width of Pressure Coefficient Zone "a" _ = 5.07 ft 6 ...... .... . . ...... . .. ...... .•..• .. . .... ..... . ... ...... . so ...... .. .. .. . . •.•.•• ...... . . . . .e...• 0 ... . 0 90 Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- JT-1 1.33 9.25 28.5 1 0.25 -0.95 27.31 -51.06 1.33 9.25 28.5 2 0.25 -1.48 ^_7.31 -68.95 - 1.33 9.25 28.5 3 0.25 -2.03 27.31 -87.44 JT-2 1.33 11.25 42.2 1 0.24 -0.94 26.73 -50.49 1.33 11.25 42.2 2 0.24 -1.36 26.73 -64.91 - 1.33 11.25 42.2 3 0.24 -1.74 266.73 -77.63 JT-3 1.33 14.67 71.7 1 0.21 -0.91 25.95 -49.71 1.33 14.67 71.7 2 0.21 -1.20 25.95 -59.43 - 1.33 14.67 71.7 3 0.21 -1.35 25.95 -64.33 •••• • • 9999 9999•• 9999•• •• • •0 6.6• • 9999•• • • • 9999•• 9999 •• • • • • • • • • 9999 • •• 9999• 99.69• 090 • 00990 •• •• •• ••999• • 9999•• • • • •9.9.9 00 a 0 000 • • 7 ...... .... . . ...... . .. ...... .• ...• a.... .. . .... ..... . ... ...... . . ...... .. .. .. . 00 . ...... ...... . . . . 0 ... . 0 00 RUBEN JUAN PUJOL Job: 10326 NW 1 AVE ARCHITECT P.A. Calculated by: AC 12237 SW 204 TERRACE Date: 8/25-2015 Miami, Florida 33177 1 WOOD LEDGER 0 FLOOR LEDGER LOADS 00 W DL = 20 PSFjj N 0 LL =40 PS C\1 0 (20 +40) PSF x 5.25 FT= 315 PLF LU 10.5/2 = 5.25 FT fable 11E BOLTS-. Design Values (Z) for Single Shear (two member) CtlonS1,2,3,4 Conne 1-T---------- ----for Sawn Lumber or SCL to concrete ........... Fn case A Zo Z' Z; Zi Z' z in, tots, abs --7,f'6- 5X BMW 5211' 8W 660� MMI 590� 12W 5%� 524*004", 0: 1470 720, 1610 6 M00 Cool • 1570 5500000 0•:0 .............. 610 380, S40 266 • a • 15ft 9"o 540! W. 51 00 0 r, Q60 MA 6644"60 $00 a :* 'j • 4223,1 a4t 1,560 7401 00 s • o as 0 21CO •tR a exqp 43* so 00"me off - -i 610 7110 LZ 7w: 0 1 1 4M) , 4Wj4 0,a 730 t;2 T4 760 910 1&0 811 PS 2 90 1 2Otrj I a 6,10 1050 1870 99111 14159 97 34 as 2L'0 1 1470 21120 i2m 23,10 �13N Zn__19 &-v'6 0 1000 2670 —4--wo—a— V12 750 IR20 1 490 720 490 a 12 47 1220 &W1 1170 7 Sa 0147 711.0 1111:0 7W ilia 66: 1� elilo 99f9, W.10 8W • 1"� vp 1760 5�). 1 PIP,0 95 2390 taM 22FD ilGol 2233 Im! 2210 105% • 10000 0*0 4 3130 670, 2W pryi2701, lap'01 2670 1270; 287;3 123* a • ....... .........—",-.... . ........ 1/2" 0 EXP. BOLT x 6" EMBED. = 750 # 750 # > 315 # 0.K. 8 ease . . . . •.•.s• .6000. . • ..... .. . .... ..... . .e. •..6s. ...... .. .. .. ...... . . . . fete.• • • • a a• RUDEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 1 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 CONCRETE BEAM DESIGN * TB ( Max. Length) 1-Trial Section: 6Bar Side12 b := 8•in b := 12•in Bar Side := 8-in Ab 2 J Ab = 0.44 int L := 17.17•ft 3 d := h — 1.5•in ——•in — Bar Side— 0.5in 8 — Trial Section := if(b > h,"SLAB BEAN[" ,"BEAM") Fd = 8.87 i Trial Section = "BEAM" Materials: f := 3000.psi -Compressive Strength of Concrete fy:= 60000-psi -Veld Strength of Reinforcement 2- Loads: -2nd Floor DL= 40 psf(4' slab) + 20 psf (SDL) 2nd Floor- LL1 := 40•psf DLI := 60-psf TW1 := 0-ft SelftWeight:= b•h-150•pcf Roof- LL2 := 30-psf DL2 := 25•psf TW2 := 6.67•ft ISelftWeight= 100 plt Wall - h3 := 0•ft DL3 := 60•psf Load Combination 1.2 DL + 1.6 LL -As per ASCE 7-10 (Section 2.3.2) Wu := 1.2•(DL1•TW1 + DL2•TW2 + DL3•h3 + SelftWeight) + 1.6•(LL1•TW1 LL,TW2) •• Wu = 640.26plf 606.06 6• • *sees* 3-Analysis and Design: •• ••• .... • 00 •• •• Wu•L _ 2 06.0.0 ••6 • .• .. • Mu - 8 Mu = 23594.29 lb •• •• •• •• ••• • o • go• Wu-L ...... Vu := 2 Vu = 5496.631 • • • •• ••0 ••• .• • . As := Mu As = 0.7 int USE: 2#6- BOTTOM 0.85.0.9•d•fy Asr := 2-Ab Asr = 0.88 in` Page No: 9 6.6• . 0000.. 0000 . . . . . • 0000.. . .0 ...••. . 0000.. 0066. . • 9• .0.6 9 . • • • 0000. •• • 0000 • • 0000• • •.• 0000.• • • • • 00 . • • ..6••. 0000.• • • • • 069.0see 0• 0000•. • • 6 • • RUB'EN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No.2 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 4-Checkina: in 3� lb*. 200 lb P1 1 := fy z p] = 0.0027 p., :_ —• — in fy in p2 = 0.0033 lb pmin := if(p 1 > p2,p 1 ,p2) Ipmin = 0.0033 Asr p := bd p = 0.0124 Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." 01 := 0.85 if 0 < fc <– 4000.psi fc– 4000•psi 0.85 – 0.05 if 4000•psi < fc –< 8000•psi 1000•psi 0.65 if fc > 8000•psi pb P1. 0.85•Pc 87000•psi fy 87000•psi + fy pb = 0.0214 Reinf_Ratio := if(p <– 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTION.j• •• Reinf Ratio = "REINF.O.K." ...;.. �.• �. Asr•fy .... .. .. .. a .– a = 2.60 in := 1.0 -For Normal Concrete • 0.85•fc•b .. .. .. .. ... a • "Moment" -Checkina: Mn := Asr•fy d – 2 Mn = 3346) 000000 ' .. ... Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") Moment = "Oal�.d' 0 0 0 @• ••0 . . 1 in b0.5 •• • "Shear"-Checkina: Vc := 2•�,•�•b•d• Vc = 7777.66 lb Vc S/sear Reinf C Vu:= if 0 75 > 2 ,"NEEDS STIRRUPS" ,"O.K." Shear Reinf = "NEEDS STIRRUPS" Page No: 10 • RU®EN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 3 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 5-Web Reinforcement: lb •�•b•d os Vad := 8Vad = 31110.64 lb in Shear Sec := ifVad < Vu — Vc,"REDEFINE SECTION" ,"ADEQUATE SECTION"� 0.75 Shear See = "ADEQUATE SECTION" 6-Stirrups Spacing: Vu lbo.5 Stirrups Spacing := i — — Vc > 4�•b•d• ,"Use d/4" ,"Use d/2" 0.75 in Stirrups Spacing = "Use d/2" d — = 4.44 in 2 d 50•b•— 2 Av := Av = 0.03 int fy psi —1 0000 3 • • .• . . •• • -_) Stir_Side := 8•in Ast := 2 ,• 2 2 Ast = 0.22 in •• 000000 •. Stir 2 ••.• 0000.. .. . .. ... 0000.. 0000 .. Stirrups Side := if(Ast > Av,"Stirrups O.K." ,"Increase Steel") 000000 : 0000 .. .. 0000.. ... . •• •• .. .. •• •• ..0 Stirrups Side = "Stirrups O.K." ;";'; 60 0000.. 0 By Calc: :0600: USE13 @ 4" O.C. Page No: 11 0000 ...... 0 . .. . .. 00006 0 . .. 0000.. 0000.. 0000.. .. .... 0000. 0000.. .. 000000 ...... 0000.. . 0000.. . RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 2 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 4-Checking: Ill 3 fc lb's 0.0027 P 200 lb fy in fY in p2 = 0.0033 Ib pmin := if(p 1 > p2,p 1 ,p2) 1pmin = 0.0033 Asr P .= b•dd p = O.d054 Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." PI := 0.85 if 0 < fc <– 4000•psi fc– 4000.psi 0.85 – 0.05 1000•psi ) if 4000•psi < fc <- 8000.psi 0.65 if fc > 8000•psi pb .– 01. 0.85•fc 87000•psi fy 87000.psi + fy pb = 0.0214 4040.. Reinf Ratio := if(p <– 0.75•pb,"REIN F.O.K." ,"INADEQUATE SECTIO4111••: ��•� • •,'• 40.41009 400 • Reinf Ratio = "REINF.O.K." 40 40 40:40 40 40 ad 40404040 404040. 4040 0 . 40 A sr.fy 40 404:00 4040.. . 4040 a.– a = 5.20 in := 1.0 -For Normal Concrete • 0.85•fc.b """ •'• •4040 4040 4040 4040 . 4040.. "Moment'-Checkina: Mn := Asr•fy�d – a} jMn = 33� ' '• 2 4040•.. 4040404040. Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") Mom -- "O: v 40ent 404140: . 4040. 1b0.5 •• • "Shear" -Checking: Vc := 2•;.•�•b•d in Vc = 35821.06 lb Shear Reinf := id Vu > Vc—,"NEEDS STIRRUPS" ,"O.K.")Shear Reinf = "NEEDS STIRRUPS" – 0.75 2 – Page No: 12 .... ...... .... . . . . . .. .. . . ...... . .. ...... ...... ...... .. .... ..... .. . .... ..... . ... ...... . . ...... .. .. .. ...... . . ...... . . . . ...... • • e • • • • RUDEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 3 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 5-Web Reinforcement: lb 0. Vad := 8-�•b•d Vad = 143284.22 lb in Shear Sec := if I Vad < vu — Vc,"REDEFINE SECTION" ,"ADEQUATE SECTION"J 0.75 Shear Sec = "ADEQUATE SECTION" 6-Stirrups Spacing: 0.5 Stirrups Spacing := i Vu — Vc > 4�•b•d• lb ,"Use d/4" ,"Use d/2" 0.75 in Stirrups Spacing = "Use d/2" d — = 20.44 in 2 d 50•b•— Av := 2 Av = 0.14 int fy psi —1 0006 2 • 6 • • 3 Stir Side) 2 .• 0 00 • • • . • Stir Side := S•in Ast := 2 2 J Ast = 0.22 in •• • •• • • . 6666.. .. . ... 6666.. .. ..• 0666 .. .. Stirrups Side := if(Ast > Av,"Stirrups O.K." ,"Increase Steel") 0r••.• 9000 00 .. 69.09• .•• . .. .. .. .. .. .9 ... Stirrups Side = "Stirrups O.K." 6•.•••• to • • . 0.000• • • • • . By Calc: :0 .6• USE13 @ 12" O.C. Page No: 13 0000.. Y0i• • • • . • . 0..000 • •• •...•• • 0000.• • i • •• 0000 •...• 00 • - .O.Y 000.0 • .00 •00.90 00 so • • • •0.0.• • • . • • • 0 000 • RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No.2 of 3 Miami, FL 33177 Calculated by: ADC Date:8/25/2015 4-Checking: in 3%Ifc IV ' 200 lb pi := fy p 1 = 0.0027 p� :_ —• — in2 fy in' p2 = 0.0033 Ib pmin := if(p 1 > p2,p 1 ,p2) 1prnin = 0.0033 Asr P := b•d p = 0.0037 Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." 0.85 if 0 < fc < 4000-psi fc– 4000•psi 0.85 – 0.05•( if 4000•psi < f S 8000 psi 1000•psi 0.65 if fc > 8000.psi pb :_ R1. 0.85•Pc 87000•psi fy 87000•psi + fy pb = 0.0214 Reinf Ratio := if(p –< 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTION"). • 960•69 •• 9 .. •6• Reinf Ratio = "REINF.O.K." •••;•• . . • Asr•fy • • a .- a = 2.60 in 7L := 1.0 -For Normal Cbhttete •' ". 0.85•fc•b 96.69• •9• • 9• •• 1 •• 99 •• •• •••• "Moment" -Checking: Mn := Asr•fy d – a I Mn = 125693.Vrit=�f •� 2 .. ... •669•. Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") IMoment = "�?.1Q4. 6 :. •.: • •99 . • 1b0.5 '••' i "Shear" -Checking: Vc := 2.7�•�•b•d in Vc = 26071.59 ]b 1 S/tear Rernf Vu Vc:= if(0.75 — > 2—,"NEEDS STIRRUPS" ,"O.IK.")Shear–Reinf = "NEEDS STIRRUPS" Page No: 14 •ee9 6666•• f9•• • • 666.6• • •• 6666•• • • • • !6666• •6900• 666.6 •• f 6666 •969• • •9• e•••6• ••906• •• !• •• • RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 3 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 5-Web Reinforcement: lbo.5 Vad := 8 b d Vad = 104286.37 lb in Shear Sec := ifVad < Vu — Vc,"REDEFINE SECTION" ,"ADEQUATE SECTION"� 0.75 Shear Sec = "ADEQUATE SECTION" 6-Stirrups Spacing: lb 0.5 Stirrups Spacing := if = i Vu — Vc > 4�•b•d• ,"Use d/4" ,"Use d/2" 0.75 in Stirrups Spacing = "Use d/2" d — = 14.88 in 2 d 50•b•— 2 AV := AV = 0.10 in •••••• — 1 . • ease •0000 f .y psi • • • •see•• •• • ••••e• • 8 CStir2Side12 :9006: •••• . • Stir Side :_ — in Ast := 2 7t Ast = 0.22 In •••• •• •• •• ...... ... . .. .. .. .. .. ..a•s• Stirrups—Side := if(Ast > Av,,"Stirrups O.K." ,"Increase Steel") • • Stirrups Side = "Stirrups O.K." .. By Calc: USE13 @ 12" O.C. Page No: 15 RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 2 of 2 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 4-Checking: in 3 fc lb" 200 lb P1 l := p l = 0.0027 p2 — fy int fY in p2 = 0.0033 Ib pmin := if(p 1 > p2,p I ,p2) Ipmin = 0.0033 Asr P • b•d p = 0.0037 Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." (31 := 0.85 if 0 < Pc <_ 4000.psi f 0.85 – 0.05 c–4000-psi if 4000•psi < fc <– 8000•psi 1000•psi 0.65 if f > 8000.psi 0.85•fc' 87000-psi fy 87000•psi + fy •••• . . .... .. ... pb = 0.0214 .. .• ...... .. ... Reinf Ratio := if(p < 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTION.':.. .. . ;• ••; . • 00 Reinf Ratio = "REINF.O.K." •....• s..••. •• •• .. .. .. .. ... Asr•fy ••••• a.– i 0.85•fc•b a = 2.60 in := 1.0 -For Normal ontrCe • •••••• ego . % ... "Moment" -Chng:eckiMn := Asr .fy.(d– 2 Mn = 125691.102 lb f •• • .. . Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") IMoment = "O.K." "Shear" -Checking: Vc := 2-),•,f_fc•b•d lb 0.5) Vc = 26071.59 lb in Shear Reinf := ifVu� > Vc—,"NEEDS STIRRUPS" ,"O.K." Shear Reinf = "O.K." 0.75 2 Page No: 16 � T •••••• •••• • • •••••• • •• •••••• • ••••• •• • •••• ••••• • ••• •••••• •••••• •• •• •• • •••••• • • • • RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 2 of 3 Miami, FL 33177 Calculated by: ADC Date:8/25/2015 4-Checkina: in 3�,ff c lb" � 200 lb pl := fy pl = 0.0027 p., :_ —• — in2 fy in2 p2 = 0.0033 Ib pmin := if(p 1 > p2,p 1 ,p2) Ipmin = 0.0033 Asr P := b•d p = 0.0078 Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." 0.85 if 0 < fc < 4000.psi – 0.85 – 0.05• fc 4000•psi if 4000•psi < fc _< 8000•psi 1000•psi 0.65 if fc > 8000•psi 0.85•fc' 87000-psi fy 87000•psi+fy •••• . . .... ...... pb = 0.0214 ..• • • ...... . .. ... ReinfRatio := if(p <– 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTIOI•W'•�•.• �.• •• ;' "; .000 . .. .. .. Reitif Ratio = "REINF.O.K." 00;00; 0.00 •• •.• .. .. .. .. ... Asr -For Normal tontr&e 0• •;• a := a = 1.80 in ?� := 1.0 •0.0 0• 0.85•fc•b 0 • "Moment' ki -Checna: Mn := Asr•fyI ///d – 2 I Mn = 27336.02 lb •• • \ 00 Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") IMoment = "O.K7"- 1b0.5 "Shear'-Checkina: Vc := 2 �•b•d Vc = 8599.24 lb in Shear Reinf := if Vu > Vc—,"NEEDS STIRRUPS" ,"O.K.11 Shear Reinf = "NEEDS STIRRUPS" – 0.7_5 2 – Page No: 17 RUBEN JUAN PUJOL ARCHITECT P.A. Job: 10326 NW 1 AVE. Miami 12237 SW 204 TERRACE Sheet No. 3 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 5-Web Reinforcement: lb Vad := 8•�•b•d Vad = 34396.98 lb in Shear Sec := if I Vad < Vu — Vc,"REDEFINE SECTION" ,"ADEQUATE SECTION" 0.75 Shear Sec = "ADEQUATE SECTION" 6-Stirrups Spacing: 0.5 Stirrups—Spacing := i Vu 75 — Vc > 4�•b•d• lb jp , Use d/4" ,"Use d/21" 0. Stirrups Spacing = "Use d/2" d — = 4.91 in 2 d 50•b•— Av := 2 Av = 0.03 int •••• •psi-1 • . . 0000 ..0.•• .. . .. . . . . 0000.. .• . .. ... • 2 • • ••• e•e StirSide 2 •. . .Stir—Side := 8•in Ast := 2 2 :::::a Ast = 0.22 in •. • 00 .. .. .. .0.00000 000 • .• •• • .. .. .. .. ... 0000.. StirrgpS Side := if(Ast > Av,"Stirrups O.K." ,"Increase Steel") • • • 00 • •0008• • • • •• •e• Stirrups Side = "Stirrups O.K.°" 00.0 By Calc: US E13 @ 4" O.C. Page No: 18 .... ...... .... . . . . . .. .. . . ...... . .. ...... ...... ...... .. .... . . ..... .. . .... ..... . ... ...... . . ...... .. .. .. ...... . . ...... o ...... ...... ... .. . . RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 2 of 2 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 4-Checking: in f 3� lb's � 200 lb 2 PI l := fy p l = 0.0027 p.. :_ —• — in y in2 p2 = 0.0033 lb Amin := if(p 1 > p2,p 1 ,p2) 1pmin = 0.0033 Asr P .= — p = 0.0085 b•d Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." (31 := 0.85 if 0 < fc <– 4000.psi fc– 4000•psi l 0.85 - 0.05. J if 4000•psi < fc <_ 8000•psi 1000•psi 0.65 if fc > 8000•psi pb (31• 0.85.Pc 87000-psi ;_ . fy 87000•psi + fy •••• .. ..• .. . .. . . pb = 0.0214 0.00•• •00.0• •. .% 000000 . . . Reinf Ratio := if(p <– 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTIOTW&f • .. 0 :0 '': 0000 . .. .. •. Refnf Ratio = "REINF.O.K." 00;00; so*� ; •• ••0 •. .. .. •. ..• . 0000.. . • Asr -For Normal tonbrate .. .:. a:= a = 1.80 in := 1.0 •0000. 0.85•fc.b � . . 0000. a ... . "Moment" -Checking: Mn := Asr•fy. d – 2) Mn = 24843.30 lb ; Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") IMonzent = "O.K." 1b0.5 "Shear" -Checking: Vc := 2•?.•Nj_fc•b•d• in Vc = 7887.20 lb Vu Vc Shear Refnf := if(0.75 "O.K." 2> —,"NEEDS STIRRUPS" ,"O.K." Shear–Rein = Page No: 19 0000 0000.. 0000 . . .0000. 0000.. .0000. .. 0000 0000. .. . 0000 0000. . ... 0000.. . 0000.. .. .. .. . 0 . .0.00. 0000.. 0 . . 0000.. RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 2 of 2 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 4-Checkina: in 3E IV, 200 Ib pl := pl = 0.0027 p2 :_ —• — fy int fy in p2 = 0.0033 Ib pmin := if(p 1 > p2,p 1 ,p2) 1pmin = 0.0033 Asr P := b•d Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION" Section = "SECTION O.K.' 01 := 0.85 if 0 < fc <_ 4000.psi – 0.85 – 0.05• fc 4000-psi if 4000•psi < fc S 8000•psi 1000-psi 0.65 if fc > 8000.psi pb .– R l. 0.85•fc 87000•psi fy 87000•psi + fy •••• . . .... .. ... pb = 0.0214 .•.... '..'.' .. .:. + Reinf Ratio := if(p S 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTI011i'i�. •. • :' "; •009*• • . • Reitif Ratio = "REINF.O.KL •••••• ••• • +. •.• •. .. •• •• ••• Asr.ty •••••• • a.– la = 2.60 in X := 1.0 -For Normal ron'cr&te + + +• „• 0.8.5•fc.b •••••• "Moment' -ChecKaw Mn := Asr•fy. d – a� Mn = 33468.10 lb •,•*•; • 2 Afoment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") IMoment = "O.K." 1b0.5 "Shear"-Checking: Vc := 2.X. b d Vc = 7777.66 lb in \ Vu Vc 1 Shear Reinf : i — > —,"NEEDS STIRRUPS" ,"O.K."J Shear Reinf – 0.75 2 – Page No: 20 ease • s ...... .... . . Y.e•.e . . ...... .. .. .0 w as • •...e• •sees. • • • • • • • • • 000 a • • RUBEN JUAN PUJOL ARCHITECT P.A. Job: 10326 NW 1 AVE. Miami 12237 SW 204 TERRACE Sheet No. 2 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 4-Checking: in 3%/fc Ib'S 200Ib P1 := p. = 0.0027 p2 := —• — fy int int p2 = 0.0033 lb penin := if(p l > p2,p 1 ,p2) Ipmin = 0.0033 Asr P := b•d p = 0.0124 Section := if(p > pmin,"SECTION O.K." ,"UNSATISFACTORY SECTION") Section = "SECTION O.K." 0.85 if 0 < fc <_ 4000.psi fc– 4000.psi 0.85 – 0.05• if 4000•psi < Pc <_ 8000•psi 1000-psi 0.65 if fc > 8000•psi pb .– 01. 0.85•f 87000•psi fy 87000•psi + fy "Soso" . • ••.• .. ... pb = 0.0214 •••••• •••••• •• •i• Reinf Ratio := if(p S 0.75•pb,"REINF.O.K." ,"INADEQUATE SECTI011�C. �.• .• ;• ••� •••• • •• •• •• Reinf Ratio = "REINF.O.K.00 •••••• ••• • •• ••• •• •• •• •• ••• Asr.f •••••• •• a y a = 2.60 in X := 1.0 -For Normal rorftrote • •• • 0.85•fc•b ...... "Moment" -Checking: Mn := Asr•fy d – a 2) 1M.n = 33468.10 lb •• :•: •• • Moment := if(Mn > Mu,"O.K." ,"REDEFINE SECTION") IMoment 1b0.5 "Shear" -Checking: Vc := 2•?�•�•b•d in Vc = 7777.66 lb 11 Shear Reinf := if Vu Vc> —,"NEEDS STIRRUPS" ,"O.K.11 Shear Rein (0.75 2 f = "NEEDS STIRRUPS" – Page No: 21 •..• • 0 .. .. 0 • ••.•.• 0a so-06*6 ••00•• •••.. •• • 0000 • • • • 0.0.•w 0000 •. • • • ••.•.. •0000• • • . . t • • • • 00000• • • • 000 a 0 so . • RUSEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 3 of 3 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 5-Web Reinforcement: 160.5 Vad := 8-�f_fc-b-d in Vad = 31110.64 lb Shear Sec := if Vad < Vu — Vc,"REDEFINE SECTION" ,"ADEQUATE SECTION" f 0.75 Shear Sec = "ADEQUATE SECTION" 6-Stirrups Spacina: V u lb0'S Stirrups 75 Spacing := i — Vc > 4 f c-b•d in ,"Use d/4" ,"Use d/2" 0. Stirrups Spacing = "Use d/2" d — = 4.44 in 2 d 50•b• 2 Av := Av = 0.03 int •.•• fpsl y000000 .. ... ...... .. . . .... 38 t(Stir_Side)2] 966.6• • •••• StirSide := In Ast := 2• ;T I\ Ast = 0.22 In •••• •• • 6 • 9999 • •• ••• • • ••• •• •• •• • 9999 • Stirrups Side := if(Ast > Av,,"Stirrups O.K." ,"Increase Steel") :00:0: • 6 6 •••• 000000• • • • • Stirrups Side = "Stirrups O.K." •• 6 6 9 6 6 os* By Cale. US E:#3 @ 4" O.C. Page No: 22 { ac f gel 00, [� �s. IWAO 7 s a 1 t z. i. t- Fes? 4 v, V #n tc9 '"� • • •••• Goes•• • • • • .r s.r rro • •••es• •••Gee •••se• tlde ••Geos • �•eG•i ee 4y'« rix 4d 41 4d a GG••G• 8 G•e• se••• ii • • so•so• • ••e •• • • • • • • • • •••••• %. a a� m a _g a a a • • e •••••• a 4P QGi ® � . a GG•e i • •Gs • • L"! o A , 01 6 •••• i v t t t t o. I cc4 Page No: 23 •••• • • •••••• •••• • • • • • • • •• • •• • • • • •••••• • •• •••••• • • • • •••••• •••••• • • • •• • • • •••• ••••• • • •• • •••• • • ••••• • ••• •••••O • • • • •••••• •• •• •• • • • •••••O • • • O •••••• • • • • • • • RUREN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 1 of 2 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 MASONRY WALL DESIGN (Main BLDG) 1.) Materials: f m := 1500 psi Fs:= 24000 psi Es:= 29000000 psi Em:= 900 fm Em= 1350000 ps n:= Es Em 2.)Trial Reinforcement: r 1 Bar Side:_ — in As:= 71I`Bar2ide2 J As=0.31 int Spacing:= 48 in Ast:= As 12 in Ast =0.0767 in Spacing 3.) Data&Section Properties 3.1 Data t:= 8 in b:= 12 in - Panel Width h:= 11.0 ft -Wall Heigth tc:= t- 3 g in tc= 7.63i d:= tc 2 d=3.81i 3.21 Section Properties-(Taken From Attached TABLE) Ac:= 40.7 int Sc:= 87.1 in Ic:= 332.0 in r:= 2.66 in 4.) Loads: Roof: •• •• ••• Mwind:= 640 ft Ib ZONE -5 TL:= 17.125 ft •'•"' • ...... • TL • Pcmu:= 60 psf h b Simp_DL:= 25 psf 2 b im DL= 119jrIb ...... ... . . ... Pcmu=660 Ib TL .... Simp_LL:= 30 psf— b SirMO_LL=256.ff Ib • 2 ' P:= Pcmu+ (Simp_DL+ Simp_LL) IP = 1131 b •• 5.)Allowable Compressive Stress in Masonry: • ' ' 2 Fa:= 0.25 f m 1 - C h Fa =327.88 ps - Due"AXIAL LOADS" 140 r Fb:= 0.33 f m Fb=495.00 ps -Due "FLEXURE" Page No: 24 •... 000000 4, 0000 a so . . 000000 . .. 0000.. .•.. . 0000.. 0096. 0000.. • .. 0000 0000. ... .. a 0000 6 0000. : .000 6..... 0000.. .. .. .. • 0000.. • • 000060 . . . . 0000.. es • RUBEN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No. 2 of 2 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 6.) Calculated Stresses in Masonry: 6.1) Compressive Stress due"Axial Loads" P fa:= b tc fa = 12.36 ps CS_Axial:= if(fa > Fa,"NOT O.K." ,"O.K.") CS_Axial= "O.K." 6.2) Compressive Stress due"Flexure" Ast V= b p =0.0017 k := 2 p n + (p n)2- (p n) k =0.23 k j:= I -- 3 3 j =0.92 2 Mwind fb:= fb =406.95 ps j k b d 2 7.) Calculated Stresses in Reinforcement: M fs:= wind Ifs=28493.87 ps j d Ast 8. Check Combined Stress: 0000 fa fb •••• •• •�• CS_Masonry:= — + — CS_Masonry= 0.86••• 0 •••.•. •. Fa Fb 000.0. 00 a 0000.. • 0 000000 • *foe*: C_T Reinf:= fs C T Reinf = 1.19 .•'0.0 :0• s• s • Fs — — Goes o so • :••• 00G 000 Masonry:= if(CS_Masonry> 1.33,"NOT O.K." ,"O.K.") IM98ofify= "O.K." • •0.0 00. • e e e 0 0000 Reinf:= if(C_T_Reinf > 1.33,"NOT O.K." ,"O.K."} Reinf "O.K.'ti • . 0000 00 e e ... e 9. Final Results: USE: Bar-Side=8 in I ISpacing =48 in USE#5@48in-j Page No: 25 6666 06 600666 .. 6666.. .•.6 6666.. .6064. 6666.. • .. 6666 . 66660 ..6 . 06666. 6666. . ..6 ..6... 6666.. .. .. .. • 0 6666.. .0000. . . . . 6666.. ..6... 000 0 0 00 . RUREN JUAN PUJOL Job: 10326 NW 1 AVE. Miami ARCHITECT P.A. 12237 SW 204 TERRACE Sheet No.2 of 2 Miami, FL 33177 Calculated by:ADC Date:8/25/2015 6.) Calculated Stresses in Masonry: 6.1) Compressive Stress due "Axial Loads" P fa:= —b tc fa =6.67 psi CS Axial:= if(fa > Fa,"NOT O.K." ,"O.K.") CS_Axial = "O.K" 6.2) Compressive Stress due"Flexure" Ast P := b p =0.0017 k := 2 p n + (p n)2- (p n) k = 0.23 k j:= 1 -- 3 3 j =0.92 2 Mwind fb:= fb=84.57 ps j k b d 2 7.) Calculated Stresses in Reinforcement: Mwind fs:= j d Ast Ifs=5921.38 ps 8. Check Combined Stress: .... fa fb • • •••• •• .:. CS-Masonry:= + CS-Masonry= 0.19•• o �•'.'. '. Fa Fb ...... .. .. ... C_T Reinf:= f s C_T Reinf=0.25 Fs - .... .. .. .. ...... •.• . •• •• Masonry:= if(CS_Masonry> 1.33,"NOT O.K." ,"O.K." M9So "O.K."'• My_ .. Reinf:= if(C_T_Reinf > 1.33,"NOT O.K." ,"O.K.") •• • 9. Final Results: USE: gar Side= 8 in ISpacing =48 in USE#5 @ 48 in Page No: 26 0000 6666.. 6666 . . 0 . . 0 6.000. 0 00 .00.00 6666.. • 6.66.. • • . .. 0000 . 6 6 6 6666. 00 0 0000 6666. . 000 000000 6666.. .. .. .. • 6666.. 6666.. 6666.. . 0 PerrntQ _ - 166 `ys yMiami Shores Village fletmit"Type:Residential Construction g� S• 10050 N.E.2nd Avenue NW ... ��.� Work i a Ica�io Garage Encl r us: Miami Shores,FL 33138-0000 er Phone: (305)795 2204 Permit it Status APPROVED FWRWt' rs ',tate`9 .,;2t#�15 Expiration: /07/2016 Project Address Parcel Number Applicant 10326 NW 1 Avenue 1121360131430 Miami Shores, FL 33150-1270 Block: Lot: JG 10326 LAND TRUST Owner Information Address Phone Cell JG 10326 LAND TRUST 560 NE 103 Street (786)436-0329 MIAMI SHORES FL 33150- . .. .. ..� 560 NE 103 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone _ $ 60,000.00 R&G LLC (786)206-6102 (786)786-8181 Valuation: Total Sq Feet 1400 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: :In Review Review Planning Date Denied: Review Electrical Type of Construction:INTERIOR RENOVATION OF KITCH Occupancy:Single Family Review Electrical Stories: Exterior: Review Plumbing Front Setback: Rear Setback: Review Plumbing Left Setback: Right Setback: Review Structural Bedrooms: Bathrooms: Review Structural Plans Submitted:Yes Certificate Status: Review Structural Certificate Date: Additional Info: Review Mechanical Review Building Bond Return: Classification:Residential Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Contractors Bond $500.00 Invoice# RC-7-15-56204 CCF $36.00 09/09/2015 Credit Card $2,805.00 $200.00 CO/CC Fee $150.00 DBPR Fee $27.00 07/06/2015 Check#:2479 $200.00 $0.00 DCA Fee $27.00 Bond#:2833 Education Surcharge $12.00 Permit Fee $1,800.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $160.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $45.00 Technology Fee $48.00 Total: $3,005.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I i that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin F th r ore,I authorize the above-named contractor to do the work stated. September 09, 2015 Auth tied Sig .Owner / Applicant / Contractor / Agent Date Building apartment opy September 09,2015 1 t iri a b. . ...r 1tt. � M .. ��. I.A. ')• A rts'��" ' 9 1 � 1 �{�(".,�. � Q 11 r�+b' .�' � � t�,: ,;2: � R « -g'•M �x _ �'� 44 Y �� _ h u r '4�-' z .._ ._.___�� __. - .....•-' __�„ •_ }7e.�.3��- :i.:: # _...�i �,}�'.F4. � ,� 1 rtr.. '�c�_ I,��.ast:.a � Certificate of Completion yd Miami Shores Village ' 10050 NE 2 Ave, Miami Shores FI, 33138 ' " Tel:305-795-2204 Fax: 305-756-8972 e J r Building Inspection Department 1` r, This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in 9 �� r F� 1 re compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: a 4. Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-15-1661 Owner IVAN RABINOVICH Contractor R&G LLC 6 Subdivision/Project NONE Date Issued 02/26/2016 IF �" Occupancy Construction Type Vi Load N/A ' _ y Square Footage 1400 Occupancy R-3 S a� G g Type a Description of INTERIOR RENOVATION Applicable TH u Work Code 2014 5 FLORIDA BUILDING CODE NIA �i Location Flood Zone X F.F.E - •9 M '` til, 10326 NW 1 AVE `°{ „ lWami Shores-ft-33'13 - 9 - 1 1 �, �- "� ■■■■ n{u� Building Officials Approval Ismae aranto, j o Not Transferable f ; br0R1Dp' POST IN A CONSPICUOUS PLACE k - 1 r �, F I � •-"may.+ '�, ��, z a _ B(:+L, � �'-T -P * _ '�.,. +.� 1.� i �� " s' — s.:Y�I: �.� d ,1- (� y'-�, �c,a ,.k�if - !'►r',''f^� �'" '�.z,� _ ��"]�¢¢ .,5�'�' °"y��? �.�y:�- �' �'•.. {� { 'I .>y1. � S.,.i t � f �'b. •�f•I �,r G1i�� � >t M1v'F. 5:�. ..� � ~S•§r. 5�.31'rta}. �laY ;� � "� t ! S :y34 " + � < k a§' •: �3s- yak �. w` .,Y ry ?, °1i L �� c,t 1�1 �+ C •i�' � � r ,,,. _ a '�S. 9�f t, a.',eA.. 'k r� « _• y,, 9�L R _�-� d � 1: -*- + 1 1� l •-'.r't'8P' R K.' r��i �.,9w. �frl Aa .A,; '3Xw -«{{. l 'i 1* F;I i Z SM� N9 ► s vSy" + h" + �, � sY y . e iii g INSPECTION RECORD POST ON SITE yS Permit NO. RC-7-15-1661 �t Miami Shores Village T n 10050 N.E.2nd Avenue Plermir Type;i2es€etOnt al Construction un �++! Miami Shores,FL 33138-0000 4 L� fl'g Phone: (305)795-2204 Fax: (305)756-8972 W C/asslfc fon:Garage Enclosure �ORID� Issue Date: 9/9/2015 INSPECTION REQUESTS: (305)762-4949 or Log on at https://b€dg.miamishoresvillag °me.0 Expires: 03/07/2016 REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. /cap Requests must be received by 3 pm for following day Inspections. Residential Construction Parcel #112136013143( Owner's Name:IVAN RABINOVICH j Job Address: Owner's Phone: _(786)436-0329 lam _ Total Square Feet: 1400 Bond Number: -------------------- —i Total JobValuation: $ 60,000.00 Contracto s WORK IS ALLOWED MONDAY THROUGH SATURDAY, Phone Primary Contractor 7:30AM-6:OOPM.NO WORK IS ALLOWED ON R&G LLC 786)206-6102 Yes SUNDAY OR HOLIDAYS. ( BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. No INH 0 MwEnT MhE OM & /A a r DAMA J004Ub N �fllsr BE REPrg ATPRIOR � WE ® Fid } PTI ON &RAMI 'ShURES m r , Cwa For Drv6wp�c � d/orSrdew before Mai;n ��nand bond c n be approved for refund,a11Sodand must bei6omoleted. yard NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READILY AVAILABLE. ITIS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVNO EM OF TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST ENT ED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE IF YOU ATTORNEY BEFORE COMMENCING WORK OR RECORD R OR AN COMMENCEMENT. ING YOUR NOTICE OF INSPECTION RECORD INSPECTIONZONING PLUMBING GATE NSP INSPECTION DATE I INSP INSPECTION DATE INSP Foundation Z / r Zoning Final Stemwall Slab ZONING COMMENTS Rough, Water Service Columns(1st Lift) 2nd Rough Columns(2nd Lift) Top Out Tie Beam ' A Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing d INSPECTION DATE INSP LP Tank Insulation o S� S Temporary Pole Well Ceiling Grid 30 Day Tempora Lawn Sprinklers Drywall 2 0 0 /d Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath !Slab l Wet Niche Backflow Preventor Pool Steel !Roug und ol Interceptor IM Deck ior" O b / ound Catch Basins Final Pool Condensate Drains Final Fence / HRS Final Screen Enclosure Ceiling Ro Driveway Rough ger J / PLU GING CO MENTS DrivewayBase Telephone Rou hd �,<-tz C <�� Tin Cap Telephone Final Roof in Progress TV Rough �- Mop in Progress TV Final g / ® Z2 czbz ;At g Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough 6 Soil Treatment Cert Service Work With �<. Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum 90A.-J MECHANICAL CrftAMFNTS INSPECTION DATE INSP < fry SdEta'O0> Final Sprinkler Final Alarm Oct.08/RV 8/31/09 MIAMI•DADE t MMI y Miami-Dade County Building Depaent 11805 S.W. 26 Street,Miami,FL 33175-2474 www.miamidade.jzov/buildin ENERGY, SOUND AND IMPACT CERTIFICATE Building Pernuit No: Project Flame: Job Address: �'do'4 '41 STATEIlfEI*,U OF CON2LIANCE We,the undersigned,hereby certify that the ENERGY SOUND AND ASACT INSULATION has been installed in the above referenced project,til compliance with the latest edition of the FLORIDA BUILDD\TG COD� the AEPROVED ENERGY CALCULATIONS and Plans and in accordance Nvth good construction practice.Tit insulation furnished and installed has the characteristics shown below:(check only applicable boxes). B'I) Exterior CBS Wads Insulation.R (M n.):Material: jCr� Thickness —w inch(es): e isity. Ib/ft Mfgr: �y T "xtenorFrame/Metal Stud Walls:R- (Min).Material: rickness: inch(es):Density: lb/ft:Mfgr enor solid concrete walls:R- (hfin)'Material: _ Thiclmess. inch(es):Density: lb/ft Mfgr: dMtrnor walls separating A/C from non A/C spaces insulation:R- _(Min.) 'K4ateriah ;Thickness: inch(es);Density: fib/ft f��)a/�IiJLTI-FAMILY RESIDENTIIAL CONSTRUCTION ONLY:The COMMON(Partv)walls to two separate conditioned /v tenancies shall be Esulated to a minimum of R-11 for frame walls,and to R-3 on both sides of common masonry walls See ENERGY CODE,2007,paragraph 13-602.ABC.i.I,on page 13.74,latest edition.These"minimum levels of insulation" are not included in the Energy Calculations,but shall be installed in the field. &<Ceiling insulation R- (Min.);Material: Thickness:_AD —in Density: Ib/ft Mfgr: �e 6 ,"7 Walls,partitions and floor/ceiling assemblies between dweLiing units or between dwelling units and Idjacent public or service areas such as halls,corridors,stairs,etc must have a sound traasmissiou class(STC)of not less than 50(penetrations must maintain the required rating). bFloor/ceiling assemblies between dwelling units or between dwelling units and public or service are such as halls,corridors, stairs,etc,must have an impact insulation class(IIC)rating of not less than 50. Make photocopies of this sheet in your office,as required for future jobs. Installed by: Insulation Company Name Insulation Contraf ,� Insulation Contractor CC# Date Certified �� O.C.Budder. Company Name i P Y G C./Builder's Signature Building Contractor CC#: Date Certified: Note:For Lightweight Insulating concrete,use appropriate forms,separate from this one. Revised 02-26-2009 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 Nati6raal Floodlnsurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 ' s SECTION A-PROPERTY INFORMATION -2 xN MCECOMPANY USE Al. Building Owner's Name THE JG 10326 LAND TRUST PolicyNurnber. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. any NAIC NUN* ber: p 10326 NW 1 AVE City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 1 &E1/2 OF LOT 2,BLOCK 127, MIAMI SHORES SEC 5, PB.1 ,PG.47,MIAMI-DADE COUNTY RECORDS A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25.870143 Long.-80.200004 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 61.NFIP Community Name&Community Number. B2.County Name 63.State 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 12086CO302 L 9-11-09 Effective/Revised Date Zone(s) AO,use base flood depth) 9-11-09 X NA 610, indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for BFE in Item B9: ® 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 ® No Designation Date: NA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 2 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,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:COUNTY Vertical DatuNGVD.1929 Indicate elevation datum used for the elevations in items a)through h)belowGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BF Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 12.72 ®feet ❑meters b)Top of the next higher floor N.A ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N.A. ❑feet ❑meters d)Attached garage(top of slab) N.A ❑feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.6 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.8 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 10.9 ®feet [I meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N.A ❑feet ❑meters SECTION D-SURVEYOR, ENGINEER;OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by tune or imprisonment under 18 U.S. Code,Section 1001. ( I ® 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? ® Yes ❑ No Certifier's Name PEDRO LUIS MARTINEZ License Number LS5443 Title SURVEYOR AND MAPPER Company Name MARTINEZ AND MARTINEZ ENTERPRISE f Address 717 WEST 13 AVENUE City HIALEAH State FL ZIP Code 33014 Signature Date 2-03-2016 Telephone 786-277-4851 FEMA For 086 -33(7/12) See reverse side for continuation. Replaces all previous editions. 1ZC - �} - i�- 1® c I 6-6.8.-amAoiitV W1-06IUD MOM I", Naafi% s IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INISURANCE:COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. ..,Policy Number: 10326 NW 1 AVE City MIAMI SHORES State FL ZIP Code 33150 tompany MAIC Number.- SECTION umber: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 USED GOOGLE EARTH TO OBTAIN LAT. AND LONG. HIGHEST CROWN OF ROAD ELEVATION=11.21'. USED MIAMI-DADE COUNTY BENCHMARK N-567 3100 ELEVATION=10.54'. A/C UNIT ON TOP OF CONCRETE ON WEST SIDE OF HOUSE. TOP OF CONCRET ELEVATION=11.60' Signature Date 2-03-2016 SECTION -OUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT SFE) For Zones Aand 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 It ms 1-E4, use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1 Provide evation 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 Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. .� SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. 'G4.Permit Number 1-65-. Date Permit Issued G6, Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces aii previous editio-s. 2 t � 4 r PM P F s MARTINEZ & MARTINEZ ENTERPRISES , INC . Business License # 7702 7179 W . 13 Avenue , Hialeah , Florida 33014 Email : pispsm@yahoo. com Cel: 786-277-4851 Webs ite: mart! nezandmartinez. com I Property Address: 10326 NW. 1 AVENUE, MIAMI SHORES , FL. 33150 ' LEGAL DESCRIPTION: Lot 1 and the East half of Lot 2, in Block 127, of " MIAMI SNORES SECTION 5 5' according to the plat thereof as recorded in Plat Book 10 at Page 47 of the Public Records C•. E. Miami-Dade County , Florida. SURVEYOR®S NOTES: Fj 1) The above captioned Property was surveyed and described based on the above Legai Description: Provided by Cliient. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, q Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the F�ublic Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determ'ne recorded instruments, if any affecting this property. 4) Accuracy: L . The expected use of the land, as classified in the Standards of Practice, is "Residential I-i Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot ir.. 10,Ov;; feet. The accuracy obtained by measurement and calculation of a closed geometric o:gure pias found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parce herei7 described are not shown hereon. 6) Not valid without the signature and the original raised seal of a; Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party cr parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. r 11) Flood Zone: X Base Flood Elev.: NA as per map 120652, Suffix L , Panel 0302 Date of Panel 9-11-09 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) If shown, elevations are relative to the National Geodetic Vertical datum of 1929. 14) Survey# 15-1178 15) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named "ler eor.. The Certificate does not extend to any unnamed Dartyy< A.) THE JG 10326 LAND TRUST ,a Field Date: 6-16-2015 Up-date:2-03-2016 For the firm: keads Martinez P.S.M. nal Surveyor & Mapper rida Reg.No.5443 a i' Page : o. � r Legend of Survey B Abbreviations A Arc Length FIP Found iron Pipe/Pin RNG Range AC Air Conditioner FL Flowline RP Radius Point ADON Addition FN Found Nall RR Railroad ALUM Aluminum FT Feet or Foot RD Road APPROX Approximate FE Flowage Easement R/W Rlght-of-Nay ASPH Asphalt GAR GarageS South AVE Avenue GR Guard Rall SAN Sanitary 8C Broward County GO Grade SCM Set Concrete Monument BL Base Line GNO Ground SCN Screen BLDG Building GOVT Government SE Southeast BLK Block GPS Global Positioning System SEC Section BLVD Boulevard GM Guy Mire SEM Sewer BM Bench Mark HORIZ Horizontal SIP Set Iron Pipe/Pin i BNOY Boundary HP High Point SN Set Nall BOTT Bottom HT Height SP Screen Porch CNE Canal Maintenance Easement Hw Head Mali SPEC Screen Porch ClCalc Calculated cation HWL High Mater Line SO FT Squart Foot C8 Catch Basin IP Iron Pipe ' CD Chord Distance IV Invert or SF CHB Chord Bearing LME Lake Maintenance Easement SR State Road C/B Concrete Block L Length ST Street CSG Curb to Gutter LP Light Pole STD Standard CL Center Line STA Station CLF Chain Link Fence LT Left STM Stars CM Concrete Monument MINT Maintenance S1TUC Structure CMP Corrugated Metal Pipe MAS Masonry STY Story CO Cleanout MAX Maximum SUB Subdivision COL Coluns MH Man Hole Std Southwest CONC Concrete M Field Measured SWK Sidewalk CONST Construction MIN Minimum T Tangent COORD Coordinate KKR Marker TBM Temporary Bench park COR Corner MN Mean TEL Telephone MON Monument TENP Temporary COY Covered MSL Mean Sea Level TOB Top of Sa�,k p CR County Road N North TOP Top of Plp�j CS Concrete Slab NED Nall G Disk TR Tract/Tri! I CT Court NAD 83 North American TRANS Transforser CULY Culvert Datum of 1983 TWP Township D Deed NE Northeast TYP Typical OB Deed Book NO Number UE Utility Easement DC Dade County N. Rad Not Radial UGO Underground DCR Dade County Record NTS Not to Scale USGS. US Geological Survey DEFL Deflect or Deflection NGYD National Geodetic UTIL Utilities DIA Diameter Vertical Datum UB Utilities Box DiST Distance NM Northwest V Vertical DR Drive NFIP National Flood VAR Varies DRA Drainage Retention Area Insurance Program VC Vertical Curve DE Drainage Easement OHC Overhead Cable VOL Volume DMG Drawing ORB Official Record Book W West DWY Driveway p Plat WD Wood E East PAR Parcel MM Mater Meter PAT patio ENC Encroach WMN Water Main ELECT Electrical PAY Pavement WT Water Table EL Elevation NY Water Valve ENCL Enclosure Pe Plat SSMT Easement PC Po 1 ntBok of Curvature SYMBOLS EOM Edga of Water PCP Permanent Control Point EXISTExisting PED Pedestal A Delta Angle PG page 0' Degrees q FCM Found Concrete Monumentpi Point of Intersection 00 FNO Found Minutes PK Parker Kalon Nall I FEMA Federal Emergency ® Seconds PL Property Line Feet When Used !n Distance. Management Agency PLTR Planter ' inches When Used In Distance Ins FIRM i Flood POO Point of Beginning 10.0 Existing Elevation nsurranance Program pp Power Pole x10.0 Proposed Elevation FF Finish Floor FFE Finish Floor Elevation PRM Permanent Reference Monument Proposed Surface Flow FH Fire Hydrant PROJ PraJectR Record D Plat/Deed Q Set iron Pipe or y Pin with Cap.•5443® RAD Radial/Radius unless otherw94e shown REF Refspence More or Less RES Residence u Distance Not Supported RET Retention/Retaining by Field Measurement SKETCH OF SURVEY SCALE: 1" = 20' N. W. 1 04 STREET (75' TOTAL R/W. PER THIS PLAT) 19' PAVEMENT 'i 23' PARKWAY ACACIA L=39.08' G R=25.00' 80.30' X89'34'31 FIP. 1/2" 5' CONC. SIDEWALK NO.ID 25' FIP. 1/2" 25' FIP. 1/2" NO.ID (ACACIA NO.ID j h, OAK o P LMI o PALM I PALM PALM PAM I PAL PALM PALM NO.ID/2 i 18.14 0 32.96' 9 0.20' I o 6.40' I 18,xl8, `. 18.14' I DRIVE GONG. PALM k'PCLUSTERS 0 o CONC. j ONE STORY PALM ! �� RESIDENCE 03C `r #10326 0 � I� GONG. F.F. ELEV: 12.72' 3.32' 25.22' JALM Q + N PALM oz PALM Q I AC ci a N 15.13' x 25_23x_x CD I -� N 15.45' PALM n —' :8 v THE WEST /2 1/2 THE EAST 1 o.ao / OF LOT-2 OF LOT-2 LOT-1 m BLOCK-127 I BLOCK-127 z BLOCK-127 a FRUIT M I o I FRUIT TREE I -' I TREE 25' 0.20' 0 25' IMQG 0 MANGO o O.00 NIO.ID I 80.35 NO.ID 2 10.7' PAVEMENT 15' ALLEY i ' r —3— 2 c> I THIS SURVEY MAP THE OPIES THEREOF ARE LEGEND oa 1 NOT VALID WITHOUT GNATURE +o'=Existing Elevations -Light Pole AND THE ORIGINAL RAISED SEAL OF Overhead Wire Line =Water meter F.DH. =Found Drill Hole a A FLORIDA LICENSED SURVEYOR & MAPPER. —Wood Fence =Catch Basin F.N&D. =Found Nail &Disc. E Sheet % o` 2 —X—Chainlink Fence 1O-,=Power Pole FIR. =Found Iron Rebar Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251845 Permit Number: RC-7-15-1661 Scheduled Inspection Date: February 19,2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: RABINOVICH, IVAN Work Classification: Garage Enclosure Job Address: 10326 NW 1 Avenue Miami Shores, FL 33150-1270 Phone Number (786)436-0329 Parcel Number 1121360131430 Project: <NONE> Contractor: R&G LLC Phone: (786)206-6102 Building Department Comments INTERIOR RENOVATION OF KITCHEN & 1 BATHROOMS Infractio Passed Comments AND ADD 1 MORE BATHROOM, GARAGE CONVERSION. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 18,2016 For Inspections please call: (305)762-4949 Page 13 of 35 Affidavit RUBEN J. PUJOL A.I.A. Property Address: 10326 NW 1 st,Ave, Miami Shores, FL. OBSERVATIONS: I attest to best of my knowledge and professional judgement that after visual inspection of the ceiling structure and the interior apparent load bearing partition by the kitchen (south side) of the residence mentioned above, such load bearing wood frame partition was supporting a brake on the direction of the joists that supports the ceiling and does not have a structural roll in the roof structure. DEMOLITION:AFTER VISUAL INSPECTION I DETERMINED THAT IS SAFE TO PROCEED WITH THE DEMOLITION (REMOVAL) OF THE ABOVE STATED PARTITION BY THE KITCHEN (SOUTH SIDE) AFTER PREVIOUS SHORING OF THE CEILING JOISTS TO PROVIDE SAFE WORKING CONDITIONS UNDERNEATH. REMEDIATION/SOLUTION: WITH SHORING IN PLACE, CONTRACTOR SHALL INSTALL 2"X4" C 24"O.C. ALONG THE LINE OF THE PREVIOUS WALL, FASTENED TO THE CEILING JOISTS AND THE ROOF RAFTERS WITH 16d NAILS (4 NAILS MIN. PER MEMBER). IN ADDITION TO THESE 2"X4", CONTRACTOR SHALL INSTALL METAL STRIP HANGERS AT EACH JOIST @ 36"0.C. FASTENED TO THE JOIST AND ROOF RAFTER WITH (3-4) 16d NAILS EACH MEMBER. CONTRACTOR SHOULD REMOVE SHORING ONLY AFTER COMPLETION OF THE REMEDIATION WORK. ��,`Q ,•• �•I PQ'/ ••'9 •• CO 01- Respectfully lRespec ully submitted, •• * ; A 0� 45 F \+- 10 be. 1 °'csTFRED•P�G RUB J. PUJ L AIA 14410 SW 11 St. MIAMI, FL. 33186 Florida registered license:AR#0010458 4 Affidavit RUBEN J. PUJOL A.I.A. Property Address: 10326 NW 1 st,Ave, Miami Shores, FL. OBSERVATIONS: I attest to best of my knowledge and professional judgement that in the above referenced address replaced windows I approved the currently installed 2x4 for structural attachment in compliance with the 2014 Florida Building Code. F F L® ,��, of J9� O� i i Respc ly ubmitted, — s * • :l` S °. 10458 V 11001111111'R ®`P� ®` RUBEN J. PUJOL AIA 14410 SW 110th St. MIAMI, FL.33186 Florida registered license:AR#0010458 _...._ ............. r4m SOL- INSIJLAT19H GFRTIFICAT Bulidint permit No. Project Name: „ )oh Address: 1X3 f �� c ATtON Ass peon InstllleA in the above referenced ptoj+,et, In tOtnplitncs We,Itte undtrdyted,hereby eeni(y Ihal the, �I M.���.---- C,►at�r�v DE tt+a QgNK'a; Y r-•- .Gtt _AtIQ�m+d Plw.sad with the lalW adidoe orf+e -- '�—�-- in accotdance with good consnvction proulim 'rhe insulation Nn+ished and installed his the eheroettrist�ct shown[+slew. (Check rr,y a1T�blx.+� � V ietiot CBS Wilts Insulation: R• (Mini.) ►vlelcrial: _ ---•---w---.... --~ 0 Tblcbteu: +•� inclr(es); Density- _=Ib/A. Manu L• ---------- /400 4) t iledor Freme/Mclal Sad Walls: R (Mia.): Material:�,,�_,,,��,..,.•.– ---7------- 7Wetness inches; Density: iti/rl; MAnufacturer;_ ) Exterior solid concrete walls: R.,,,„,,,._„(Min•): Meterill: 11iickncss: inches; Dcnsity; ___, _Ib/A; Msou(scnller: .-•.••–�----- A�t4) Intssior wells separating A/C bort,non-A/C$pages in3ul1169n: TNcknets: inches; tensity: �lb/R.; Manufacrvrcr Ate ) �,,., s eT Pe W separating S �,�1.1'f•FaMiLY 'R>ESd?� D):i RL►c7'14N pNLY; the �Q,�L4d (Perry) ...d1.1.L$ diiletenttensnts shall be insul:tled as (bliows; by Energy CO&Requ remenl$. See "Energy Code. 97 Edilion, Section 600.2.A.4,J p9tes 6^,iAtoug�h 6.9 Letcst Bdilion". 'Thele y.. rr(lnrwidden, aro not included in the Energy Cslcvlslions,but shall bs insetted In tits fiolJ. lbO 6)Above deck type ROOF rNSULATION: R• (Min.);Msleriel:,_ 't"tticknoas:•,•r„�irt.; Demi IblA.:Ma4uActwet^ ` -- 1 hiekneu: [a inches; c Ceiling Insulation:R (Min.); Material: Densirr �.ibrt;Manufit<nues: Apia — ""'""•`y"� d)NOTE: Densities orsparse•on,looso fill,or any Othet composed-on-site insulal be the P.t:.P.(f�R)) ffnn hal avenge of threo(3)"DRY SAMPLES"oracaaIRhaltlletion, t Installed by; ILI ' ei MG10R Hb�fdL INSIAAIIANCOLVANY AtE Insulation Contr 7 f CCq: ® � � --- Date Cenified:.,_,,/ : O.C./Bullder .---•---- G.C. tawun Date Certified: Building Conlrartor Cc#; BpLlq-0o