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RC-15-2867Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 \\ 5 BUILDING PERMIT APPLICATION 'BUILDING ❑ ELECTRIC Master Permit FBC 2014 —1 No. L S- -t Sub Permit No. ❑ ROOFING - ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: LJL o 9totiga Cot Nufas-e ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 33i38 NO X OWNER: Name (Fee Simple Titleholder): Me IjkiS Ca Phone#: 303- ?.8Z-or05 Address: L4.4Q ()Van Coviccut ce City: M1c11[ SU►Ueef State: FL Zip: 36 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: KC Cons() 4toPhone#: .�c 12(1 -ric o Ptt3z .a.. i U L) 1(oW1. Address: S 't' e. City: cotk- lmuckka ule Qualifier Name: V-eJlt`1 JM\A-YI State: FL State Certification or Registration #: QC 00O22.9l CAddress• Value of Work for this Permit: $ Li ,O&() Type of Work: Addition ❑ Alteration ❑ New Description of Work: Add on M(I�,\i-Qt € j OO1M / Eli Scst & 1OoL-!'l1 Zip: 333Ci Phone#: °!5÷2G1—(Hi Certificate of Competency #: Phone#: 3Cf - CiCo 1 ' G7LC.) �V DESIGNER: Architect/Engineer: o \�'�dd pv J Q-kO MC) Q t J Square/Linear Footage of Work: City: MA2.A� State: Ft. -Zip: 33 i 4S- +/- 500 ❑ Repair/Replace ❑ Demolition Specify color of color thru iile: ' Submittal Fee $ Q�'.BO '`Permit Fee $ Scanning Fee $ 30. Radon Fee $ Technology Fee $ 3Co ZC�•Z5 Training/Education Fee $ 3 50 CCF $ DBPR $ Z Notary $ Double Fee $ Structural Reviews $ ) V! 0 0 17,0 TOTAL FEE NOW DUE $ 9-09' - 50 i LOR 5© (Revised02/24/2014) Bond $ _ 500 radio Bonding Company's Name (if applicable) Bonding Company's Addresst- City .{t 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 I 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' Gin 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 '•mme cement must be posted at the j.b site for the first inspection which occurs seven (7) days after the building permit is is :•' ed. In the absence of such posted of e, the inspection will not be approved and a reinspection fee will be charged. Signature)0C1 Cr`.11\2___ Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 11- day of July , 20 15 by CLI) day ofl."1 , 20 1g by ho is personally known to seJU) L S(\l. tT , who ls personally known to 'i� 1 me or who has produced as me or who has produced �/S) (t(Tc 0 ucmcs identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************: /`a.'" 74;. • MICHELLE BERRIOS • :: !L S\ _�• MY COMMISSION=FF012767 + . EXPIRES April 29. 2017 .ti•.,orrw iribt h#e�d,... ytt* * * • 'Ei4r s** * * APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 0r 904, Notary Public State of Florida Sindia Alvarez Q My Commission FF 156750 o. o. Expires 09/03/2018 ***************************** ****************** Plans Examiner Structural Review 00' ' pI ************ ** `i'45 Zoning Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SMITH, KEVIN C KCS CONSULTING INC 5280 NE 16TH AVE FORT LAUDERDALE FL 33334 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR `\ -STATE OF FLORIDA DEPARTMENTTOF:BUSINESS _AND r � ,.. PROEESSION'AL'�12EGULATION �'.:- ,. C9C062201 ;, . ISSUED 410/28/2014— CERTIFIED GENERAL''CONTRACTORS----`---- - SMITH KEVIN�}C - r� y'` .. . KCS CONSULTING I rya ;.u.—`....r—wv...y.. rt� IS."CERTIFIED wider -the provisions. of,Ch'489'"FS!--- �Expirationdat AUG31,`2016 - L141028�003.406_ gam........-.---- r KEN LAWSON, SECRETARY --_ --STATE. OF.FLORIDA,,, DEPARTMENT OPBUSINESS•AND PROFESSIONAL ; CONSTRUCTION INDUSTRY LICENSING BOARD •:'.N`•�'� Q LICENSE NUMBER m ,, "`M-•� y =sw — .` . % , ".. .' CGC062201- - .�— `-'"' . "w``.:`*�`+� The GENERAL CONTRACTOR Narned.below IS CERTIFIED -,_ -..� -U.nap, tfie provisions"of Chaptec:489 Expiration"date: AUG•31,.2016 '- ;. ... — • SMIT,HrKEVIN.0 ,-- .. KCS-CONSULTING INCH"`' ; - " 5280-NE 16THAVE . - FORTLL"AUDERDACE r' L33334....:; ISSUED: 10/28/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1410280003406 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT t8 S, Andrews Rm. A-1 0. Ft. Lauderdale FL 33301-1895 954-831-4000 VALID OCTOBER 1, 2015 THROUGH SEPTEMBER 30, 2016 OBA: Business Name: t C TING Owner Name: Business Location: S2stt E 3 6 A4.; T LA ERI3ALE Business Phone: Rooms Tax runt 33.00 Scats Employees 1 Receipt #:132fai163t Business Type: Business Opened 03/30/20 State/County/CertjReg Exemption Code: Professlo l;u NSF Fee For Vei Builne*s irtsly Vending Typo: t rial Years Co e tion Cost rs t Az/Wf1TS1 itl Total Paid THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS S BECOMES A TAX RECEIPT WHEN VALIDATED Malting Address: T:, EVIN SMITH 5280 NE 16 AV PORT 1, :U R A'. This tax is levied for the privilege of doing business 1thin Broward County and is non -regulatory in nature, You must meet all County and/or Municipality planning and zoning requirements, This Business Tax Receipt mustbe transferred when the business is sold, business name has cnanc,/ed or you have moved the business location.' This receipt does not indicate that the business Is legal or that it is in cornpliance with State or local laws and regulations. 2015 - 2016 Receipt: #WW'.4-14-00124055 Paid 07/22/2015 33.00 ACOU® R W CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDmvv) 11/12/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The Contractors Choice Agency PO Box 13645 Chandler AZ 85248 CONTACT Jon Rock NAME: (Am No Fat). (800)918-3584 FAX Nol: (877)684-9951 insuranceonline.com ,MIEss,Jon@nginsuranceonline.com ADDR INSURER(S) AFFORDING COVERAGE NAIC # INsuRERA:Preferred Contractors Insurance 12497 INSURED KCS Consulting Inc. 5280 NE 16th Avenue Ft. Lauderdale FL 33334 INSURER B INSURERC: INSURERD: INSURER E : INSURERF: COVERAGES CERTIFICATE NUMBER:CL09121605713 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRSR TYPE OF INSURANCE ADDL SUBR wvn POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY PC0006424-01 12/17/201412/17/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE RENTED PREMISESO(Ea occurrence) $ 50,000 MEDEXP(Anyoneperson) $ 5,000 CLAIMS -MADE X OCCUR PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X 1 POLICY ri JE r n LOC $ AUTOMOBILE LIABILITY SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTON$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N/A WC STATU- TORY LIMITS OTH- FR E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Miami Shores Village is additional insured per form 10 CGC 062201 CERTIFICATE HOLDER CANCELLATION (305)756-8972 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Robert Rock/JON ACORD 25 (2010/05) INSO?5 rnninne\ ni © 1988-2010 ACORD CORPORATION. All rights reserved. The Arocen name. and Innn aro ronicfnrnrl markc of A! non Report Viewer, 7/22/14, 4:04 PM 1 /1 100% 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: 5/8/2014 EXPIRATION DATE: 5/7/2016 PERSON: SMITH KEVIN C FEIN: 204774629 BUSINESS NAME AND ADDRESS: KCS CONSULTING INC 5280 NE 16TH AVE FORT LAUDERDALE FL 33334 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation woo 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 cerbulcates of election to be exempt shall be subject to revocation d, at any time alter 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 cedRicate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-0WC 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kdv...FSYCXC2risiUoDueGuhM6czeUQydIVbQOeNJANuFgOmQ6vupu9YreSpTFA%3d%3d Page 1 of 2 Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this By Xi 110era. Nota SEAL: "44' THELMA HOPKINS • e Notary Public - State of Florida My Comm. Expires May 1, 2018 ytgri , Commission 0r FF 096983 1 13 day of c.-# • , 20 i 5 who is personally known to me or has produced as identification. THELMA HOPKINt Notary Public • State o+ • •N, fa° My Comm. Expires May atimuoS Commission N FF C KCS CONSULTING INC Date: CY" I IS 6(5 State of TLOT2IPN County of 1 "l►&M l -1)n Before me this day personally appeared 1JIIN C. SMI-i says: who, being duly sworn, deposes and That he or she will be the only person working on the project located at. 0 6 D CaleNRS� Sworn to (or affirmed) and subscribed before me this "lday of J . 20 I S, by act\AN C smrg Personally know OR Produced Identification S530963682O Type of Identification ProducedT1—DePteL NS Print, Type or Stamp Name of Notary 040 N,T* Notary Public State of Florida Sindia Alvarez My Commission FF 156750 oF Fed' Expires 09/03/2018 ---,,Nlzoz ; r (lc4 C4i/7C-0 -,;* 2 2 /% 1 ;I /en 4't/ 7��'t.k.f /-c_ hi A_ SA A./d✓/e e(c/e0- oft, ,-,c, i k r /007..4. _Jr _- _ _* "i.e,e.-/ 4, 4-'d-e-- ---1 fre...swi% ile.'"7/ F---77-v -‘'`' /J -iL ,;, . Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 !Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Bill To EDUARDO & XIMENA CALLE 440 GRAND Concourse MIAMI SHORES, FL 33138 410 GRAND Concourse MIAMI SHORES, FL 33138 Permit Number: RC-11-15-2867 Invoice Date: November 12, 2015 Invoice Number: RC-11-15-57746 Bond Number: 3242 Comments: Permit Type: Residential Construction / Work ass i ication: Date 11/12/2015 03/31/2016 11/12/2015 10/05/2016 09/27/2016 11/12/2015 11/12/2015 10/05/2016 11/12/2015 11/02/2016 11/12/2015 11/12/2015 11/18/2015 Wednesda I/ Fee Name CCF Plan Review Fee (Engineer) Education Surcharge Notary Fee Plan Review Fee (Engineer) DCA Fee Scanning Fee CO/CC Fee DBPR Fee Bond Type - Contractors Bond Technology Fee Permit Fee Plan Review Fee (Engineer) ovember 2, 2016 Fee Type Calculated Calculated Calculated Fixed Calculated Calculated Calculated Calculated Calculated Fixed Calculated Percentage Calculated Fee Amount $27.00 $160.00 $9.00 $5.00 $80.00 $20.25 $30.00 $50.00 $20.25 $500.00 $36.00 $1,350.00 $120.00 Total Fees Due: $2,407.50 'Return to: Miami Shores Village 10050•N.E. 2nd Avenue Miami Shores, FL 33138-0000 Bill To EDUARDO & XIMENA CALLE 440 GRAND Concourse MIAMI SHORES, FL 33138 140 GRAND Concourso MIAMI SHORES, FL 33138 Permit Number: RC-11-15-2867 Invoice Date: November 12, 2015 Invoice Number: RC-11-15-57746 Bond Number: 3242 Comments: Permit Type: Residential Cons ucti n / Work Classification: Date Fee Name Fee Type Fee Amount Payments Date Pay Type 11/12/2015 Check 11/02/2016 Credit Card Check Number Amount Paid 1247 $200.00 $2,207.50 Change $0.00 $0.00 Total Paid: $2,407.50 Total Due: $0.00 II Wednesday, November 2, 2016 -Cluwei V age 10050 N.L. SECOND AVE. MIAMI SHORES. FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO, AICP PLANNING a ZC Ji .c, o RECTOR DEVELOPMENT ORDER File Number: PZ-8-15-2015215 Property Address: 440 Grand Concourse Property Owner/Applicant: Ximena & Edwardo Calle Address: 440 Grand Concourse Agent: Address: Kevin Smith 5280 NE 16 Avenue, Fort Lauderdale, FL 33337 Whereas, the applicant Ximena & Edward() Calle (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. One story addition Whereas, a public hearing was held on September 17, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: I. 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 he 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 construct a one-story 600 sq. ft. master suite addition. 2) 1 he site shall not drain onto neighboring properties or any rights -of -way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on -site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of Page I or structures on site to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved by the building official shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. Applicant to obtain all required building permits before beginning work. 3) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 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 he in place prior to footings inspection. 5) 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. 6) Ground cover shall comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf and rock of any kind is specifically prohibited. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) 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 hoard 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 17`h day of September, 2015 by the Planning and Zoning Board as follows: Mr. Abrarnitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Glinn Yes Chairman Fernandez Yes q�' Date Y� /j ' • chard M. Fernandez /Chairman, Planning card Pa,e2of2 Water and Sewer PO Box 330316.3575 S. Lejeune Road Miami, Florida 33233-0316 T 305-665-7471 VERIFICATION FORM THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM miamidade.gov ATLAS PAGE: E-8 INV#: 16389 FORM #: 201654043 DATE: 1/29/2016 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PROPOSED FLOW: PREVIOUS FLOW: ADOPTED FLOW: EDUARDO & XIMENA CALLE #M2016005345 440 GRAND CONCOURSE ADDING 475 SQ FT TO EXISITNG 2,247 SQ FT SINGLE FAMILY RESIDENCE PER PLANS SINGLE FAMILY RESIDENCE PER PTXA & CCB #4464141462 WATER ONLY AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOT 5 & 6 BLK 86 11-3206-017-0030 220 220 0 PREVIOUS SQUARE FOOTAGE: GALLONS PER DAY INCREASE: PROPOSED SQUARE FOOTAGE: ❑ CRITICAL HABITAT 2,247 2,722 0 • • ❑� NEW CppefrUCTIOro • • • • • ❑� INTERIORRFNOVAIION • •• •. ❑ SEWWdF&Y • •••• •-•-1. • • THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N • 3 Net• • • WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SEFVE7Nf SUBJECT• PROPERTY, (OR, IF 'WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF G\TA1 R FACILR43• • BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJEC�'.TO4PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATEA :UPPL ' OI'l WITHDRAWAL. • • ••... Latarsha Cleare - MN/ [ usinen.. Representative '. • • BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: AUTHORIZED BY VF FEE $30.00 WTR ALLOC. $90.00 TOTAL FEES DUE $120.00 PASSED PRESSURE TEST PSI 70 (AFA PROCESS COULD TAKE UP TO 8 TO 10 WEEKS) THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ -_ INCH GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [0] GALLONS PER DAY INCREASE. BY: SIGNATURE OF REPRESENTATIVE Latarsha Clears - w Business R sentative AUTHORIZED BY NEW BUSINESS COMMENTS: NO SEWER ALLOCATION LETTER : EXISITNG SEPTIC THIS VERIFICATION LETTER CERTIF ES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5249/5295. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: KEVIN SMITH CONTACT PHONE: (954) 261-1141 AUTHORIZED BY: Printed On: 3/15/2016 / 4:11:55PM NB: Latarsha Cleare s r PR: c ` , •.•.•. • • ..•.•. • • ••.... • ••••. • .•.... • •.•... . • ••.•.• VERIFICATION FORM THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM miamidade.gov ATLAS PAGE: E-8 INV#: 16389 FORM #: 201654043 DATE: Water and Sewer PO Box 330316. 3575 S. Lejeunc Road Miami, Florida 33233-0316 T 305-665-7471 1/29/2016 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PROPOSED FLOW: PREVIOUS FLOW: ADOPTED FLOW: EDUARDO & XIMENA CALLE #M2016005345 '440 GRAND CONCOURSE 'ADDING 475 SQ FT TO EXISITNG 2,247 SQ FT SINGLE FAMILY RESIDENCE PER PLANS SINGLE FAMILY RESIDENCE PER PTXA & CCB #4464141462 WATER ONLY 'AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOT 5 & 6 BLK 86 WITHDRAWAL. • ❑ CRITICAL HABITAT SEWER•Q JLY • • _ • •••• •••••. THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(Na 3�_ IffCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SE@VE•T SUBJECT*. PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF I() VER FACILITIES+ BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJEC1TOMOHIBITION6 OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR. . • • • • • • BY: 11-3206-017-0030 GALLONS PER DAY INCREASE: 0 • • •. •_ +- • 220 ' PREVIOUS SQUARE FOOTAGE: 2,247 I NEW Ol• ''ff�IS1 RIO•I UCTIO-- _220 t PROPOSED SQUARE FOOTAGE: ' 2,722 i k INTEI IktNOVAT,©N•: •••••• •••• • • Latarsha Cleare - New Business; •. Representative • SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: VF FEE $30.00 WTR ALLOC. $90.00 TOTAL FEES DUE $120.00 PASSED PRESSURE TEST PSI 70 (AFA PROCESS COULD TAKE UP TO 8 TO 10 WEEKS) THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ - INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [0] GALLONS PER DAY INCREASE. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: ;NO SEWER ALLOCATION LETTER : EXISITNG SEPTIC Latarsha Cleare = w Business R sentative AUTHORIZED BY THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5249/5295. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: KEVIN SMITH CONTACT PHONE: (954) 261-1141 AUTHORIZED BY: Printed On: 3/15/2010 4:11:55 PM SJIG/(b NB: Latarsha Cleare PR: 000000 • • • •••••• • • ••.•.. • • ••••• • . ••••. •••••• •• 00000• • • ••••.. • /4,1 ! r t,t 7,1 > O iv 3 l/ I t a e 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA :33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO, AICP PLANNING : ZONING D!E%EfC OR DEVELOPMENT ORDER File Number: PZ-8-15-2015215 Property Address: 440 Grand Concourse Property Owner/Applicant: X imena & Edwardo Calle Address: 440 Grand Concourse Agent: Address: Kevin Smith 5280 NE 16 Avenue, Fort Lauderdale, FL 33337 Whereas, the applicant Ximena & Edwardo Calle (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. One story addition Whereas, a public hearing was held on September 17, 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 construct a one-story 600 sq. ft. master suite addition. 2) The site shall not drain onto neighboring properties or any rights -of -way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on -site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of Pale 1 of 2 structures onsite to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved. by the building official shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. Applicant to obtain all required building permits before beginning work. 3) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 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 he in place prior to footings inspection. 5) 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. 6) Ground cover shall comply with the provisions Division 17 of Appendix A, Village. of Miami Shores Code of Ordinances_, artificial turf and'rock of any kind is specifically prohibited. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (I) year of the signing of the development order by the hoard 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 17`h day of September, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Glinn Yes Chairman Fernandez Yes Date / v RielHard M. Fernandez 1 hairman. Planning Bard Pane 2 of 7) t Mr & Mrs Calle Location Building owner Program user Company Comments By Dataset name Calculation time TRACE® 700 version Location Latitude Longitude Time Zone Elevation Barometric pressure Air density Air specific heat Density -specific heat product Latent heat factor Enthalpy factor Summer design dry bulb Summer design wet bulb Winter design dry bulb Summer clearness number Winter clearness number Summer ground reflectance Winter ground reflectance Design simulation period Cooling Toad methodology Heating load methodology 440 Grand Concourse Miami Shores Mr & Mrs Calle Daniel F Gutierrez Daniel F. Gutierrez E:1Heat Loads120151WiIlylMiami Shores.trc 10:46 AM on 07/11/2015 6.0 Miami, Florida 25.0 deg 80.0 deg 5 7 ft 29.9 in. Hg 0.0760 0.2444 1.1151 4,908.6 4.5619 90 77 47 0.95 0.95 0.20 0.20 Ib/cu ft Btu/lb•°F Btu/h•cfm•°F Btu•min/h•cu ft 1b•min/hr•cu ft °F °F °F January - December TETD-TA1 UATD • . . .... • . • ... . .. • . . • .. ..• ..... • • . . • • . • • • • ..• • ••• • .. .. • cornynheralva bin,n.y,.. *dim.* from True System Checksums By Daniel F. Gutierrez System - 001 COOLING COIL PEAK Peaked at Time: Outside Air: Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Space Sens. + Lat. Btu/h 0 0 0 21,280 3,953 2,614 0 0 8,833 Sub Total ==> 36,680 Internal Loads Lights People Misc Sub Total ==> Ceiling Load Ventilation Load Dehumid. Ov Sizing Ov/Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Grand Total ==> 45,161 Mo/Hr: OADB/WB/HR: Sum of Peaks Plenum Net Percent Sens. + Lat Total Of Total Btu/h Btu/h (%) 0 0 0 0 0 0 16,103 16,103 28 0 21,280 37 0 3,953 7 636 3,249 6 0 0 0 0 8,833 15 16,739 53,418 93 2,389 0 2,389 4 2,000 2,000 3 0 0 0 0 4,389 0 4,389 8 4,093 -4,093 0 0 0 0 0 0 0 0 0 0 0 -960 -960 -2 367 1 0 0 0 0 0 0 0 0 11,686 57,214 100.00 CLG SPACE PEAK Mo/Hr: Sum of OADB: Peaks Space Sensible Btu/h 0 0 0 22,992 3,525 2,574 0 0 2,478 31,569 2,389 1,000 0 3,389 3,787 0 0 Percent Of Total (%) 0 0 0 59 9 7 0 0 6 81 6 3 0 9 10 0 0 38,745 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total ==> Internal Loads Lights People Misc Sub Total =_> Ceiling Load Ventilation Load Ov/Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total =_> HEATING COIL PEAK Mo/Hr: Heating Design OADB: 47 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/h Btu/h (%) 0 0 0.00 0 0.00 -3,979 24.00 0 0.00 -6,108 36.85 -2,780 16.77 0 0.00 0 0.00 -3,973 23.97 0 0 0 -6,108 -2,165 0 0 -3,973 -12,246 -16,839 101.59 0 0 0 0 -1,123 0 0 -13,369 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 264 -1.59 0 0.00 0 0.00 0 0.00 -16,576 100.00 Total Capacity ton MBh Main Clg 4.8 Aux Clg 0.0 Opt Vent 0.0 Total 57.2 0.0 0.0 4.8 57.2 COOLING COIL SELECTION Sens Cap. Coil Airflow Enter DB/WB/HR MBh cfm °F °F gr/Ib 50.2 0.0 0.0 2,064.9 80.1 0 0 0 0.0 64.3 64.9 0 0 0.0 0.0 Leave DB/WB/HR °F °F gr/lb 58.0 55.2 60.5 0 0 0 0.0 0.0 0.0 Project Name: Owner Dataset Name: E:\Heat Loads\2015\Willy\Miami Shores.trc Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft2 (%) 2,545 0 0 2,545 0 0 2,100 299 14 Main Htg Aux Htg Preheat Humidif Opt Vent Total Vent In¢i1 • sappy • MinStopiRh RI31'Iha• • EltI 8itgt • Rim Emb AtisijiagP Single Zone TEMPERATURES Cooling Heating SADB 58.2 73.8 Plenum 80.1 66.6 Return 80.1 66.6 Ret/OA 80.1 66.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.1 0.0 AIRFLOWS Cooling • .0 •••f7t7 2,065 ' 2,235 *70 • .0 .••••l • Heating 0 17A . 2,065 0 2,235•' '.0" •A• • .• •. • .. ..•• •. EHQINEERING CKS • • • • %OA. c1b2/r cfm/ton ft2/ton Btu/hr•ft2 No. People Cooling Heating.. D.0 oa81•• ••• • 0.81 . 33&dd 513.7S 22.48 4 -6.51 . • • •• • • • .� •. • • •• • •• • HEATING COIL SELECTION Capacity Coil Airflow Ent MBh cfm °F -16.6 2,064.9 66.6 0.0 0 0 0.0 0 0 0 Lvg °F 73.8 0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 -16.6 TRACE® 700 v6.0 calculated at 10:46 AM on 07/11/2015 Altemative - 1 System Checksums Report Page 1 of 1 FORM 405 ;10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Miami Shores Remodeling Builder Name: Street: 440 Grand Concourse Permit Office: Miami Dade City, State, Zip: Bal Harbor , FL , 33138- Permit Number:0000 Owner: Mr. & Mrs. Calle Jurisdiction: 2310000 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Multi family 3. Number of units, if multiple family 1 4. Number of BedroomgBedrms In Addition) 3(2) 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 2545 Conditioned floor area below grade (ft2) 0 7. Windows(278.3 sqft.) Description Area a. U-Factor: Sgl, U=1.11 278.33 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (2545.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2545.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types(1116.0 sqft.) Insulation Area a. Concrete Block - Int Insui, Exterior R=4.1 900.00 ft2 b. Concrete Block - Int Insui, Adjacent R=11.0 216.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (2545.0 sqft.) Insulation Area a. CathedralSingle Assembly (Vented) R=30.0 2545.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 20 12. Cooling systems kBtu/hr Efficiency a. Central Unit 61.5 SEER:15.00 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 34.0 COP:1.00 14. Hot water systems- Replacement equipment a. Electric Cap: 80 gallons EF: 0.920 b. Conservation features None 15. Credits Pstat Total Proposed Modified Loads: 47.54 PASS Glass/FloorArea: 0.109 Total Standard Reference Loads: 62.31 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. �..ia� Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL' ..�'aiS'BE . �. f, r, t, jfA ��„r"''- 1 � LD o, _ * c . r .,,y '+.C©D W'E'1�,,% ST4 =- 0� �1 ` '� ••�' ,k �O am• PREPARED BY' 7)0,M+ Q- '1v Qrr'D'3 DATE: an 114 % 5 v a ,, /s. �. I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE' ••• ••• .: i1 ATC ." . . .. - • . • • • •• • • • •• • • . .. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with Table B-1.1.2. 7/11 /201510:34 AM • .•. • • • • • • • . • . •• . . . • • • • .. • • •• • • • • • • ••. . • • • • • • • • • . . . . • • • • • • • • • • • • • • • • • . • • • • EnergyGauge® UDA -:FlaRts2010 $41,101,405n1 Compliant Software Page 1 of 5 • PROJECT Title: Miami Shores Remodeling Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2545 Lot # Owner: Mr. & Mrs. Calle Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 440 Grand Concourse Permit Office: Miami Dade Cross Ventilation: No County: Miami -Dade Jurisdiction: 2310000 Whole House Fan: No City, State, Zip: Bal Harbor , Family Type: Multi -family FL , 33138- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2545 22905 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated 1 Main 2545 22905 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 136 ft 0 2545 ft2 __ 0.5 0 0.5 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2757 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2545 ft2 N N CEILING V# Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Vented) :Main : • 3O • . . . •'L545 ft2 0.11 Wood .• • •f t . . . am. 7/11/2015 10:34 AM •• ••• •• • • • •• • .•• 000000 •.• •.• • • • • • . • • • • • • • .. • • • • • • • • •• • • .• •• .• ••• • • • . • • . • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • EnergyGauge® USA - FlaRes20•10 Seeciion 405.4.1 Compliant Software Page 2 of 5 • WALLS # Ornt Adjacent To Wall Type Space Cavity Width Height Sheathing Framing Solar Below R-Value Ft In Ft in Area R-VaiuP Frantinn Absor Grade% 1 N S W E E Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main 4.1 22 0 10 0 220.0 ft2 0 4.1 23 0 10 0 230.0 ft2 0 4.1 23 10 230.0 ft2 11 24 9 216.0 ft2 4.1 22 0 10 0 220.0 ft2 0 0 0.75 0 0 0.75 0 0 0.75 0 0 0.75 0 0 0.75 0 2 3 4 5 DOORS V # Ornt Door Type Space Storms U-Value Width Ft In Height Area Ft In 1 N Wood Main None .46 2 11 7 20.4 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall # Ornt ID Frame Panes NFRC Overhang U-Factor SHGC Area Depth Separation Int Shade Screening 1 2 3 4 N 1 Metal Single (Clear) Yes S 2 Metal Single (Clear) Yes W 3 Metal Single (Clear) Yes E 5 Metal Single (Clear) Yes 1.11 0.5 93.3 ft2 1 ft 6 in 2 ft 0 in 1.11 0.5 61.7 ft2 1 ft 6 in 2 ft 0 in 1.11 0.5 61.7 ft2 1 ft 6 in 2 ft 0 in 1.11 0.5 61.7 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 0ft2 0ft2 Oft Oft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 61.5 kBtu/hr 2000 cfm 0.75 1 sys#1 7/11/2015 10:34 AM • •• • • • • • • . • .. • • • • • • • • •• ••• •• • • • •. • • • • • • • ••. • • • • • • • • • • . • • • • • • • • •• • • • • • • • • •• • • •• •• •• •.• • • • • • • • • • • • • ..• • • • • • • • • • • • • . • • • • • • • • • • • • • • . • • •• •• • . • •• •• EnergyGauge® USA - FlaRes20113 SeciiOn .405.4.11 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 80 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS —Supply --- --- Return -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 20 ft2 Attic 0 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Cooling Heating Venting Thermostat: [X1 Jan X Jan ki Jan Y [X1 Feb X Feb ki Feb [X1 Mar X Mar kj Mar Ceiling [X1 Apr X Apr ki Apr Fans: (X1 May X May IXi May [X] Jun X Jun ki Jun [X] Jul X Jul 1Xj Jul [X1 Aug X Aug frj Aug [X1 Sep X Sep tXj Sep [X] Oct X Oct 1Xi Oct [X] Nov X Nov kJ Nov [X] Dec X Dec 1Xj Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 76 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit 7/11/2015 10:34 AM • • • • • • • •• • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyGauge® OSA•- IaRes201t} Seciion 405.41 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 440 Grand Concourse Bal Harbor, FL, 33138- PERMIT #: 0000 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. /1 '1' Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. I I Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas.*15 Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calefilMtip pecfoo cl:&yittavhed. Minimum efficiencies per Tables 503.2.3. Egi113nrgj¢ietwy verification required. Special occasiomedoliia4 of t ealirit CaOacin requires separate system or variable capacity system. Electric heat >10kW must be divided into two or morgstaggs. 4,„ .•• ...... .. . . ' 7 Ceilings/knee walls 405.2.1 . . R-19 spacepemi:. ifting.• . ... .. 7/11/2015 10:34 AM ... . . . • • • • • • • • • • . • . • • • . . . . • • . . • •• •• • • . •• .. EnergyGauge® USA - FlaRes2010 Section'405.4..1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U-Factor: Sgl, U=1.11 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 440 Grand Concourse, Bal Harbor, FL, 33138- Addition Multi -family 1 3(2) No 2545 Insulation R=0.0 R= R= Area 278.33 ft2 ft2 ft2 ft2 1.500 ft. 0.500 Area 2545.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Cathedral/Single Assembly (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat Insulation Area R=4.1 900.00 ft2 R=11.0 216.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 2545.00 ft2 R= ft2 R= ft2 R ft2 6 20 kBtu/hr Efficiency 61.5 SEER:15.00 kBtu/hr Efficiency 34.0 COP:1.00 14. Hot water systems - Replacement equipment a. Electric Cap: 80 gallons EF: 0.92 b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a FJefidaIntrgyGatga Raiirag. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site enenygepa.gorTl•fpr'i formation and a list of certified Raters. For information about the Florida Building Code,Efiergt CpdseryatOrt c,ofitact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of thg Pforiga BuilcLi'Ig•(ode, L`•i•1ergi•Conservation, if not DEFAULT. •• • • • • • • • • ••• • • ••• •• •• • • EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • „di PINNELL SURVEY, INC. 5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073 PHONE(954)418-4940 FAX(954)418-4941 EMAIL: order@sfland.net CERTIFICATE NO.: LB6857 SURVEY ADDRESS: 440 GRAND CONCOURSE MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NO.: 120652-0302-L DATE OF FIRM INDEX: 09/11/09 REFERENCE BENCHMARK: MIAMI DADE COUNTY ENGINEERING B.M.: N-802 ELEV. = 8.98' CERTIFY TO: 1. EDUARDO IVAN CALLE AND XIMENA ASTRALAGA-CALLE POTENTIAL ENCROACHMENTS: 1. NONE VISIBLE. 2c 1c- 2� fro �Y• NOV 12 2015 LEGAL DESCRIPTION: LOT 5 AND 6, BLOCK 86, OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4”, ACCORDING TO THE PEAT THEREOF, AS RECOMMIT IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • . .. . .... . . . . . . . • . . . . • . • . .. . • . • • .. . .. • • .. • . • . . LEGEND & ABBREVIATIONS: A =ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE C.O. = CLEANOUT CONC. = CONCRETE C.L.F. '= CHAIN LINK FENCE C.L.P. = CONCRETE LIGHT POLE (C) = CALCULATED C.B. = CHORD BEARING C.R. = CABLE RISER (D) = DEED U.B. = DEED BOOK M-D.C.R.= MIAMI-DADE COUNTY RECORDS D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.M. = ELECTRIC METER F.P. & L. = FLORIDA POWER & LIGHT L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M) = MEASURED NAVD = NORTH AMERICAN VERTICAL DATUM NGVD = NATIONAL GEODETIC VERTICAL DATUM NO. = NUMBER O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS P.B. = PLAT BOOK P.C. P.E. P.I. P.R.C. P.O.B. P.O.C. P.P. R R/W T (TYP.) U.E. W.F. W.M. A = POINT OF CURVATURE = POOL EQUIPMENT = POINT OF INTERSECTION = POINT OF REVERSE CURVE = POINT OF BEGINNING = POINT OF COMMENCEMENT = POWER POLE = RADIUS = RIGHT-OF-WAY = TANGENT = TYPICAL = UTILITY EASEMENT = WOOD FENCE = WATER METER = DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID. 3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE RELATIVE TO NGVD 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. PENCE AND WALL OWNERSHIP IS NOT DETFRMINED. 8. 'THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PARE WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC. 9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I(2A /l( JASON H. PINNELL PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA ADD ELEVATIONS (15-1979) 10/26/15 S.A. REVISIONS DATE CHK'D BY SKETCH NO.: 15-0545 DATE OF SURVEY: 04/02/15 CHECKED BY: S.A. FIELD BOOK/PAGE: 500/36 SIDE 1 OF 2 . •• "•• • • " • 0 41. ..,.• . . SITE B.M. SET NAIL • . • ' • ELEV.=8.59' • , . c3-1 • , • : . • • • . . • . • . . . 0 ..< . I 11-• . , - :•.- • 5 •-• . ••. • • . - • • •• • • • • Z :" • •••-• • 4' • • . . .• . . . • . • • • . • . • . • . • . • . . . . SITE B.M. • ‘.• "SET NAIL ' • • ELEV.=8.48'... . 50.00' .• 10.1' • • .Z. ••• :‘S[ -J. < • 0 0 41! • • :II \_BLOCK CORNER FOUND 3/4" IRON PIPE ci 4.0 0 ci N.E. 5TH AVENUE FOUND 1/2" IRON PIPE o/s 0.04'(S) 0.04'(E) '9o• 2.95' CHATT WALK 991 • ••• • • ••• • • • 0 -o• S • • • C.B.S. WALL (TYP.) 30.03' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • c36 • • • • •• • • • • • • • • • FOUND • • 6 • • BRINK. *OLE • • • •• • • • • • • • • • • • • • •••, • • • • • • •• •• • • • •• •• • • • • • • • • • • • 29 9' A/C 32.97' col /7.95' 7. ' // 1 STORY C.B.S. '2.92' RESIDENCE #440 LOT 4 BLOCK 86 1 30.00' WALL 1.2'S 29.5'E FINISH FLOOR ELEV.=11.88' GARAGE FLOOR ELEV.=10.35. 5' W.F. 1.2'N 3.65' WALL 0.8'W 0.3'N (Id 2.85' OVERHEAD UTILITY LINES LOT 6 BLOCK 86 45.27' SCALE: 1" = 20' SKETCH NO.: 15-0545 DRAWN BY: Q.D.I. SIDE 2 OF 2 4' CHAIN LINK FENCE (TYP.) LOT 5 - BLOCK 86 id x—x—x x—x—x—x—x—x—x--x xy, 1 30.00' I 1:3 LOT 7 BLOCK 86 WALL 0.9'W 1.5'S NOTE: • LOCATION OF SEPTIC TANK PER OWNER NOT VERIFIED • POWER • POLE FOUND 60D NA L • o/s 0.65'(N) • 0.30'(W) 4.1 . • < • -J < • X • U - • • • • . • • .• • .• •FOUNO • .60D NAIL ,o/s 0.23 (S) \p1.33 (W) . — FENCE I. 0.4'W • s )CA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17th St. MIAMI, FL 33175 PH: (305)979-6507 STRUCTURAL CALCULATION FOR: Mr. & Mrs. CALLE RESIDENCE ADDITION & REMODELING 440 Grand Concourse. Miami Shores, Florida PERMIT SET July 13th, 2015 •• •.• • • • • ._ • w • • •• • • • r• • • •C JAVIE'�.� y : \� • ... ... ' ... ••• •••• •• IA ,1 f ix \\\\ •• • • • • • • • • •• • • .• •• •• 1Lis computation book contains manual and computerized structural caTcularions as went certa n printed manufachtrer's data. Calculations were performed to the best of our knowledge, according to sound and generally accepted engineering principles and current codes requirements, using nationally recognized computer software and in-house developed software, which has been thoroughly checked by performing parallel manual computations. ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • t ! 14 a"i-wtMi.tU?YO JA54 .1. DW'Wi-t'c .t� t ter cat izoza-ecueet) :ate IEC 1• 1i `� �1a '(. t _!• V 1. 4 ' .GS'.j,'.. !' t `a . E' EA. .`)G'041r)S4()r Irms•-t. 044 T. s ft ry -1,, g n•••t t•... • ••• ••• ••• • • • • • • • • • • •• •• •• • • •• • 1,- • v- 00.'1- ' . •,..• , s • T • • •0. .t. fi re tr .t_ m.s' , t. a• r't tt '': .Xt 10 t , a '+..., 1.;74.,. i•ro .. I ••-. • • • • • ••• •• • • • • t r •, • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• •• • • ••• • • • ••• 3CA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17th St. MIAMI, FL 33175 PH: (305)979-6507 Mr. & Mrs. CALLE RESIDENCE ADDITION & REMODELING 440 Grand Concourse. Miami Shores, Florida TABLE OF CONTENTS: 1. Design parameters... ...... Page 1 2. Wind Load analysis... ......... Pages 2-5 3. Roof connectors design Pages 6-12 4. Masonry walls design... ......... Pages 13-16 .. ... • • • . . .. . • • . • . • • . .. ... .. • .... • . .. ... ... ... .. . • . . . • . • • • • . . . .. . • .. .. .. ... . . . . . ... • • • • ... • • • • • • • • • • • ... • • • • • • • • • •• • • • • .. .. • • • .. .. 0410 • • • ... • • 3CA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17th St. MIAMI, FL 33175 PH; (305)979-6507 Mr. & Mrs. CALLE RESIDENCE ADDITION & REMODELING 440 Grand Concourse. Miami Shores, Florida Design Parameters • Florida Building Code 2014 • Wind Load: o ASCE 7-10 o Wind Velocity 175 MPH o Risk Category II 0. Exposure C o Kd = 0.85 • Design Loads o Roof Loads • Live Load= 20 psf • Dead Load= 25 psf • Concrete Strength at 28 days - 3000 psi • Reinforcing - 60,000 psi • Wood — Fb= 1,200 psi • Masonry— F'm= 1,500 psi (F'c=1900 psi) • Presumably Soil Bearing Capacity = 2000 psf. .. ... .. . .. •• • • • • . • • • • •• ••• •• • • • •• • ••• ••• ••• ••• ••• •• • . . • • • • • ••• . • . . . . • • • •.. • • .• •. •.. .•• •• • • • • • • • • • • • • • • • •• •• •• • • •• • •• •• •••• •• •• • • • • • • • • .• • • • • • • • • • • • • • • • • • ]CA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17t1 St. MIAMI, FL 33175 PH: (305)979-6507 STRUCTURAL CALCULATION FOR: Mr. & Mrs. CALLE RESIDENCE ADDITION & REMODELING 440 Grand Concourse. Miami Shores, Florida WIND LOAD ANALYSIS • • • . • . •• • • •• •••. • •• • • •• .•• •• • • • •• • ••• ••• ••• ••• ••• ••• •• • • • •• • • •••••••• • • • ••• •• • •• •• • •• ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 7/11/2015 WINDO5 v1-13 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by. J. Canizares Company Name: Javier Canizares, P.E. Description: CALLE RESIDENCE ADDITION User Input Data Structure Type Basic Wind Speed (V) Risk Category (I, II, III, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 175 11 1 3.5 16.3 Hipped 0.85 10.50 15.50 13.00 74.00 73.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.18 Flexible Structure No Calculated Parameters "Hurricane Prone Region (V> 100 mph) Table 6-2 Values Alpha = zg = 9.500 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zm in = 0.200 15.00 ft Gust Factor Category I:, Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.851 Gust Factor Category li: • Rigid Structures - Complete Analysis Zm Zm in 15.00 ft lzm Cc " (33/zy0.167 0.2281 Lzm r(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63`((B+Ht)/Lzm)^0.63))^0.5 0.9012 Gust2 0.925`((1+1.7.Izm*3.4*Q)/(1+1.7'3.4'Izm)) 0.8730 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 [Enclosed Buildings 0.18 r -0.18 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib/ft' 2 .. ... rrgssuje (1)4^2j _ WindLvard WaI •:::Lterrard Wall Total Shear Moment +GCpi •. CQv : : *,G¢pl: • -GCpi +/-Gcpi (Kip) (Kip-ft) 15.5 0.85 1.00 56.96 28.55" ' 4.92• • •-3422• • -13.86 62.78 2.32 0.58 15 0.85 1.00 56.57 28.28 48.65 -34.22 -13.86 62.51 71.71 556.39 Note: 1) Positive forces act toward the face and Negative•ferces %& away frorn,t fga Developed by Meca Enterprises, Inc. Copyright 2006 • • • • • • • • ••• •. ` •• • • • •• • • • •• •• ••• • •• • • ••• • • • • .•• • • • • • • • • • • • • ••• • • • Javier Cl1Pares'... • . • • •• R•• • • • • ••• • • Page No. 1 of 3 7/11/2015 B r i WINDO5 v1-13 Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (d 2) ttttttfttt if it Variable Formula Value Units Kh 2.01 *(15/zg)^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*Kh*Kht*Kd 56.57 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V^2*Khcc*Kht*Kd 56.57 psf Wall Pressure Coefficients, Cp Surface indward Wall (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 Roof Pressure Coefficients, Cp oof Area (sq. ft.) eduction Factor 1.00 Calculations for Wind Normal to 74 ft Face - ' Cp . Pressure (psf) Additional Runs may be req'd for other wind directions +GCpi_ _ -GCpi Leeward Walls (Wind Dir Normal to 74 ft wall) -0.50 -34.22 -13.86 Leeward Walls (Wind Dir Normal to 73 ft wall) -0.50 -34.09 -13.73 Side Walls -0.70 -43.84 -23.48 Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal to 74 ft face Windward - Min Cp -0.45 . -31.72 -11.36 Windward - Max Cp 0.05 -7.68 12.68 Leeward Normal to Ridge -0.53 -35.47 -15.11 Overhang Top (Windward) -0.45 -21.54 -21.54 Overhang Top (Leeward) -0.53 -25.29 -25.29 Overhang Bottom (Applicable on Windward only) 0.80 38.47 38.47 - Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 73 ft face Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -18.84 1.53 Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -34.22 -13.86 Dist from Windward Edge: > 26 ft • • • •' G.3D : • • •-i.ri1 • • • -4.24 * Horizontal distance from windward edge Developed by Meca Enterprises, Inc. Copyright 2006 • • • • •• • • • •• • • • •• • • • • • • • • • • ••• • •• • • • • • •• • • • • • • •• • • • • • • • • •• • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • Javier Cantares, P.E • • • • • • • • • Page No. 2 of 3 7/11/2015 a WI N DO5 v1-13 Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.2 ==> Hipped Roof 7 < Theta <= 27 5.20 ft Double Click on any data entry fine to receive a he Screen Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (Ib/ft^2) Max Min Max Min T-1 2 20.5 140.08 1 0.30 -0.80 27.15 -55.44 " 2 20.5 140.08 2 0.30 -1.20 27.15 -78.07 T-2 ' 2 6 12.00 2 0.48 -1.66 37.57 -104.11 GT-1 3.5 20.5 140.08 1 0.30 -0.80 27.15 -55.44 " 3.5 20.5 140.08 2 0.30 -1.20 27.15 -78.07 Wall z-4 4 9 36.00 4 0.90 -1.00 61.19 -66.85 Wall z-5 4 9 36.00 5 0.90 -1.20 61.19 -78.27 Windows z-4 2 5 10.00 4 1.00 -1.10 66.75 -72.41 Windows z-5 2 5 10.00 5 1.00 -1.40 66.75 -89.38 Doors z-4 3 7 21.00 4 0.94 -1.04 63.53 -69.19 Doors z-5 3 7 21.00 5 0.94 -1.29 63.53 -82.94 Garage Doors z-5 4 12 48.00 5 0.88 -1.16 59.95 -75.77 Roofing z-1 10.00 1 0.50 -0.72 38.47 -50.91 Roofing z-2 10.00 2 0.50 -1.52 38.47 -96.17 Roofing z-3 10.00 3 0.50 -1.52 38.47 -96.17 Note:* Enter Zone 1 through 5, or 1 H through 3H for overhangs. Pressure values shown are for ultimate design. For allowable values, apply factor- 0.6. WIND PRESSURE ON WINDOWS AND DOORS (VALUES FOR ALLOWABLE STRESS DESIGN, FACTOR= 0.6) COMPONENT ZONE WIND PRESSURE (psi) Max Min Windows z-4 4 40.05 -43.45 _ i, Windows z 5 5 40.05 -53.6/ Doors z-4 4 38.12 -41.51 • • Doors z-5 5 38.12 -49.7? " Garage Doors z-5 5 35.97 -45.46 Roofing z-1 1 23.08 -30.55 • Roofing z-2 2 23.08 -57#.1112 Roofing z-3 3 23.08 -57 It Developed by Meca Enterprises, Inc. Copyright 2006 • . . . . . . . . • ... .. . . . .. .. ... ... ... ... • . . • • • • . . . • • • •. . • •• .• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Javier Ca cares, P.E, • • • • • • • • • • Page No. 3 of 3 JCA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17th St. MIAMI, FL 33175 PH: (305)979-6507 STRUCTURAL CALCULATION FOR: Mr. & Mrs. CALLE RESIDENCE ADDITION & REMODELING 440 Grand Concourse. Miami Shores, Florida ROOF CONNECTORS DESIGN 6 • .. ... . . . . . .. • • . .... . ............ • ... ... ... ... ... •• • •. • • • • • • • • .. • • • • • • • • .. • • .. .. .. ... • • • . • ... • • • . ... • . • ..... •• • . • ... • • • • • • • • • • .... • .. .. • • • .. .. 000 • • • 4100 . . r 7/11/2015 • • COMPONENT PRESURE AVERAGE WIND UPLIFT (Lbs) GRAVITY LOAD (psf) GRAVITY REACT. (Ibs) D.L (psf) 0.6D.L+0.6W.L REACT. (Ibs) T-1 -66.75 -1368.42 45.00 922.50 17.00 -611.95 ,T-2 -104.11 -624.67 45.00 270.00 17.00 -313.60 GT-1 -66.75 -2394.73 45.00 1614.38 17.00 -1070.92 • .• • • • ••• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • •• • • • • STRAP TYPE STRAP CAPAC. NVSTA-16 1236.00 NVSTA-16 1236.00 NV358-16 2525.00 Developed by Meca Enterprises, Inc. Copyright 2006 Javier Canizares, P.E. Page No.1 of 1 7/11 /2015 WINDO5 v1-13 Detailed Wind Load Design (Method 2) per ASCE 7-10 TRUSS 1 ANALYSIS 8.50 ft B= 24:50 ft ; Pere. to Wind Direction WALLS (0.6) x WIND PRESSURE HEIGHT (ft) TRUSS SPAC. (ft) FORCE Ibift React. L2 React. L1 WALL -1 10.50 2.00 29.19 MWFRS 153.25 306.49 ► (Windward) " -14.09 MWFRS Walls) 73.95 55.84 ► (Leward Side TRUSS 2 ANALYSIS L= 24.50 ft B= 18.50 ft Pert . to Wind Direction WALLS (0.6) x WIND PRESSURE HEIGHT (ft) TRUSS SPAC. (ft) FORCE Iblft React. L2 React. L1 WALL -1 10.50 2.00 -14.09 MWFRS Walls) 73.95 147.90 -► (Leward Side " 29.19 MWFRS 153.25 202.95 ► (Windward) - I • • • .•• ••• • USIN&: •••• NU-VUE Uplift L1 L2 Specifications TRUS91• ; 1236 823 1239 NVSTA-16 -- IRUSS2_ __ 1236 823 1239 NVSTA-16 • • • • CHECK COMBINATION . JRUSS.••• 0.81 CONECTOR OK ••'•TRUSBa„•.• 0.62 CONECTOR OK • • Comb.= (U / U capac.)+(L1 / Li capac.)+(L2 / L2 capac.) • • • • •• • • • • • Developed by M eca Enterprises, Inc. Copyrig ht 2006 Javier Canizares, P.E. Page No. 1 of 1 417/2015 Florida Bulking Code Online 3 Professional Regu 1 Florida Uecztrrerty Bas � Homy Business Professionai Regulation U'ceme erf.ia dY'. ?x5.1ax tart.. tOFftcEOF rlireemaer - i Lop In 9 Uscr Registration Product Approval USER; Public User H,t Topics Submit Sun: is ( Stats 8 Fads i PublicatiAis FBC Staff I BCIS Site Map Prnrlurt Annrnvnl Produt n• ArM+liratiinAnnILint Apprication Detail 1 FL# Application Type Cede Version Application Status Comme.nts Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ernail Category Subcategory Compliance. Method Florida Engineer or Architect Name whd developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independenc+ Referenced Standard and Year {of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16294 New 2010 Approved Nu-Vue Industries Inc. 1355 E 29th street Hialeah, FL 33013 {305) 694-3397 vtolatei,sbegtobaI.net Maria Guardado vtolatr•&sbcglobal.net Structural Components Wood Connectors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Vipin N. Tolat PE-12847 National Accreditation & Management Institute 12/31/2J15 Jesus Gonzalez, P.E. J Validation Checklist - Hardcopy Received FI 161a4 Ra COT scani>2[]5.rjdf Standard •• ••• • • • • • •• AISI S1UJ: • • ASTM D17611-$8 • • • NOS •• ••• •• • • • •• • ••• ••• ••• ••• ••• • • • • • • • • • • • • • •• • • • • • • • • •• • • •• •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • a • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• httpsl/www.floridabuiIdirg.org/pr/pr_app dtl_aspx?peso=wGEVXQwtDcisNC73510bMioeamUjNeUtZCJF14ge+lYorlbrAw>szu.1%3d%3d 9 Year 2J07 2 H10 2J05 1/3 4/7/2015 Florida 13tilding Code Orthne Product Approval Method Date Submitted Date Validated Data Pending FBC Approval Date Approved Summary of Products Method 1 Option D 34/18/2013 J4/22/2J13 J4/28/2'J 13 J6/11/2J13 FL# Model, Number or Name Description 16294.1 ABS, AB7, NVHC 37, Tables 16 and 17 18 gage angle Clips and 5 way grip dip Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions Fl t6294 RJ II crari0704.ndt Verified By: Vipin N. Tolat, P.E. PE 12847 Created by Independent Third Party: Yes Evaluation Reports FL16294 RJ AE scan3204.pdf Created by Independent Third Party: Yes 16294.2 NVBH 24 and NVUH 26, Tables 2 and 3 Jaist hangers Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 Ril II scanJ2U4.odf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: F116294 RJ AE Bran 12114‘pdf Created by Independent Third Party: Yes 16294.3 NVHCR, NVHC/ClapVHTA 18 gage Hurricane clips and 14 gage single and double straps Tables 9,111.11 Limits of Use Installation Instructions Approved for use in HVH2: Yes FL16294 RJ II scan3204.pdf Verified By: Vipin N. Tulat, P.E. PE 12847 Approved fur use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 Ri.) AE scanJ204.odf Created by Independent Third Party: Yes 16294.4 N47H, NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hangers Limits of Use Installation Instructions Approved for use in HVH2: Yes FL16294 RJ II scan3204.adf Verified By: Vipin N. Tulat, P.E. PE 12847 Approved for use outside HVH2: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 Ri. AE scanJ2U4.odf Created by Independent Third Party: Yes 16294.5 NVRT, Table 4 14 Gage Hat and twisted rafter ties. Limits of Use Installation Instructions Approved for use in HVH2: Yes FL16294 R3 II scan3204.adt Verified By: Vipin N. Tulat, P.E. PE 12847 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 RD AE scan12U4.odf Created by Independent Third Party: Yes 16294.6 NVSNP3CV 358 VV 458, Odle? '; • • • ••-_• ciirrlilail:Tale antl 14 Gage duuble straps. • • • • • • • •• •• •• ••• • 6,7,8 Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A • Other: ' • • • • ' • • • • • •• • • '• • • Installation instructions FL16294 RJ II scan:1204.odf Verified By: Vipin N. Tolat, P.E. PE 12847 Witeil r,;l IndeFrigdesGZhird Party: Yes Evaluation Repols ' • F1.16294:R3 AE SFan3284.odf Welted:I Indepyrlllen;Third Party: Yes • 16294-.7 NVSTA, NVHTA Tables 20 and 21 14 Gage Single and Double Straps Limits of Use Approved fur use in HVHZ: Yes • a • Irjst�lliai V1•nsiructirins • • F418.1 RD,II $;an01 )4.udf 10' •••• �Mrww.floridabuildi or / dtl.as am=wGEVXQwtD Nc735f lioeadnU'2H6Uai*CJ • or7 • zu7%3d%3d ng- � pr_aPP_ Px� � 1 �� 2/3 Page 8 TABLE 6 - SKEWED NAIL PLATE Product Code Steel Gouge Fastener Schedule Allowable Loads(13s) Each End Gravity Upli't NVSNP3 16 (6) 80 x 1N. 594 594 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. CD=1.0-Grovity C(y=1.6-Uplift Supported Truss Top & bottom chord NVSNP3 Installation 3%- 3%' Hole pattern is mirror image of the oppsite side Holes 36' dio_ 14 G Strops NV358/NV458 TABLE 7 — NV358-2 Ply Seat TABLE 8 - NV458-3 Ply Seat Assembly Product Code 14G Strop Product Code Dimension H (inches) NV458 -12 NVTH16 12 -14 J-16 WiV4a -20 NVTH18 N VTH2O 14 16 Total No. of Fosterers ii 2 Strops 10d x 3" Total No. of Fasteners in Seat 10d x 3" Allowable Loads (tbs) Uplift L1 L2 Total No. of Fasteners in 2 •Strops 10d x 3" Total No. of Fasteners in Seat 10d x 3" Allowable Loads (bs) Uplift L1 L2 8 8 2245 1961 1839 8 8 2245 2783 2078 10 8 2525 220E 2068 10 .8 2525 3131 2338 NVTH24 20 -22 NVTH28 22 J-24 NVTH28 24 M-26 NVTH30 26 gregi-32 NVTH36 32 -44 NVT1448 44 tYi get 0203'X Pin 1/4'411o. 2 ply sect NV358 3 ply "eel NV4_' 1 12 8 2806 2452 2298 12 8 2806 3479 2597 14 8 3086 2697 2528 14 8 3C86 3827 2857 16 8 3367 2942 2758 16 8 3367 4175 3117 Concrete fmswnent Cp=1.6 for Uplift, L1 & _2. H UPLIFT tY: 36' 36' 0 0 0 21g' O �— Holes Clo.3fe' t4G NVTH no 3' NV358 r4T6' NV458 —T 2�. �t3'4 J3rNV358 54rNV458 &le View air • ns-_ . •• \-- ••• ••• • • ••Di.3k • • o •ConcreTit 9iorr: • .. •o or. Tie lone fosmrd . . . . es s ryetNM Ailed • • • � Mac t Masonnry.. pc ••• •••Hotr •..•96:71• . 116- }f' • • . 4�Tp J e • • • �i • • • •' • • ••i$ Seat Detail • • • • • •• • • • • 2i6' •---r• • • • • .`•• • • • • • • • • • • • • • • • • • • • • • ••• • •• • ••• • •• • t3; Page 14 Deep Seat Truss Anchor. They we designed to resat lateral and upift forces. The strop is mode d 14 gauge steel and the tests of 20 gage steel. Table 20 Assembly Product Code Dimension H (inches) NVSTA12 12 TOtol No. of Fasteners in Strop 10dx1)6" Total No. of Fasteners in 20 GA. Seat 10dx1}5" Allowable Loods(lDs) F'C = 2500psi Uplift 11 L2 5 6 1046 700 1049 NVSTA16 16 6 7 6 6 1141 1236 76C 623 1144 1239 NVSTA20 20 NtSTA22 M5TA24 22 24 A t.)31 aar 1.)J3 9 6 1426 950 1430 CD = 1.6 for uplift, L1 & L2 Holden Double Strap Riveted Truss Anchor. They are designed of N . gauge steel plates to resist lateral aad upifl fates The seats we made of 20 gouge steel Table 21 Assembly Product Code Dimension H (inches) NVHTAI 2 12 NVNTA16 16 Totof No. of Fasteners in two Stops 10dx 1)fi' Total No. of Fosteners in 20 GA. Soot 10dx1h' Al owable Loods(Ibs) F'c 2500psi (unless otherwise noted) Upfft Uplift F'c = 3000psi t1 L2 10 6 1506 1766 1050 1450 17 6 1695 1987 1181 1631 NVHTA20 20 NVHTA22 22 NVHTA24 24 14 6 1883 2208 1312 1812 16 5 2071 2429 1444 1994 18 6 2259 2649 1575 2175 CO = 1.6 for uplift. Li & L2 UPLIFT •• • • • • • •• Le • • • •• • • 1TA • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • •i ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • z •••••• • ••• ••• • •••• • • • • • • • • • • • UPUFT X8 3CA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17th St, MIAMI, FL 33175 PH: (305)979-6507 STRUCTURAL CALCULATION FOR: Mr. & Mrs. CALLE RESIDENCE ADDITION & REMODELING 440 Grand Concourse. Miami Shores, Florida MASONRY WALLS DESIGN .......... .. • • .. • .. • • • • • • • • • • • • • •...... • • • .. • • .. • .... •• •• • •• •• • • • • • • • • • • • • . . ...... • • •••• • ••• • • 1 . .. .. ... • • • • JCA ENGINEERS LLC STRUCTURAL CONSULTANTS JCA ENGINEERS LLC STRUCTURAL C N SU LTANTS 14449 SW 171-11 6T. MIAMI, FL 33175, PH: 305 979 6507 Project: Project No: Page: By: JAVIER C. Date: MASONRY WALL DESIGN Wind pressure=' 66.85 psf (Ultimate, Zone 4) x 0.6= 40.1 psf (Allowalble) - Wall height= 105 ft Roof tribut. width= 10.3 ft - Gravity loads: Dead -Load=- 25 psf DL: •Roof: 25-• psf-- x- 10.3 ft =- 258.3 pif SEE ATTACHED CALCULATIONS _ USE #5 c 40" IN FILLED CELLS _ • • • • • • . . •- • • • • • • • • • •• • • • ••- • • • ‘• • • • • • • ' • •_ •• • • • • • • - ••• •-• • • • • • • • • . • . • • • • • •• _ • • • •• • • .•. • • • • • . , . • • • • • , , • ,_ . • • • • . • • • . . • - • • • _ , • • • • • • • • • • • • . • • • • • • •• •• •• , • •• •• • • • • • • • • • • • • • • •• •• 111-4-• • • • • • • 00 •• • •• •• •• • • • • • • • • • Title : Dsgnr: Description : Scope: Job # Date: 3:07PM, 11 JUL 15 Rev: 580000 User. KW-0605358, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Masonry Wall Design Page 1 enercalc. ecw Calculations Description CMU WALL DESIGN • [General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar 10.50 ft 0.00 ft 8.0 in 5 40 in 3.810 in Seismic Factor Calc of Em = f'm Duration Factor Wall Wt Mult. @ Center 0.3300 f'm 1,500.0 psi 900.00 Fs 24,000.0 psi 1.000 Special Inspection 1.000 Grout © Rebar Only Medium Weight Block Equivalent Solid Thickness 4.700 n Code Ref: Aa 530-02A Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load 258.000 #Ift 0.000 #/ft 0.000 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load 40.100 psf Design Values E n : Es 1 Em Wall Weight 1,350,000 psi 21.481 53.000 psf Rebar Area Radius of Gyration Moment of Inertia Max Allow Axial Stress = 0.25 f'm (1-(h/140r)^2) * Spinsp Allow Masonry Bending Stress = 0.33 f'm * Spinsp = Allow Steel Bending Stress = 0.093 in2 2.521 in 358.350 in4 327.19 psi 495.00 psi 24,000.00 psi np k 0.04370 i 0.25514 2 / kj 8.56756 0.91495 1 Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base &Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Axial Moment Load in-# Ibs 0.0 258.0 0.0 258.0 0.0 258.0 0.0 536.3 6,631.5 536.3 2,892.4 536.3 Bending Stresses Axial Steel Masonry Compression psi psi psi 0.0 0.0 4.57 0.0 0.0 4.57 0.0 0.0 4.57 0.0 0.0 9.51 20,455.3 326.2 9.51 8,921.8 142.3 9.51 Summary 10.50ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 40.00ino.c. at center Max. Bending Compressive Stress Allowable 335.67 OK 495.00 OK Max. Axial Only Compressive Stress 9.51 psi Allowable 327.19 OK Max Steel Bending Stress • •• ••• 20$155.34.psi .. ••..•••- Allowable • • •: 24 xJ.00:o1('. . ••••• ..• ..• ••• . • • •- . • • •• .•• • • •. ..• • • • • • • • • • • • • • • •• • • •• • • . • • •• . • •• •• •• • • • • • - • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • • •. • • • ••• • 1&I•••• • •••• ..• Title : Dsgnr: Description : Scope: Job # Date: 3:07PM, 11 JUL 15 Rev: 580000 User. KW-0605358, Ver 5.8.0,1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Masonry Wall Design Page 2 enercalc. ecw Calculations Description CMU WALL DESIGN [Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment © Mid Ht 278.25 Ibs 0.00 in-# 0.00 in-# 0.00 in-# 0.00 in-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Wind Moment @ Mid Ht Seismic Moment © Mid Ht Total Dead Load Total Live Load 7,780.70 in-# 18,453.71 lbs • •• ••• • • • • • •• • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • • • • • • • • • • • • • •• • • • • • • • • •• • • •• •• •• ••• • • • • • ••• • • •• •• •••• •• • • a • • • • • • • • •. •••• •• •• • • tr. • • • • • • • �• •• •• •• • ••• •• • ••• • • • ••• • • 6,631.53 in-# 2,892.41 in-# 258.00 lbs 0.00 lbs GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES I DRILLING SERVICES DEC DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM Miami, January 17, 2017 Mr. Kevin Smith KCS CONSULTING, INC. 5280 North East 16th Avenue Fort Lauderdale, FL 33334 Re: Addition @ 440 Grand Concourse Miami Shores, FL Dear Mr. Smith: Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected the soils at the above reference property. Based on our site inspection, it is our professional opinion that the inspected soil for the addition footers only is suitable for support of the proposed construction and that the foundation bearing capacity meet or exceed 2000 PSF. Enclosed find copies of our field testing logs. Please note topsoil and organics have not yet been removed from the slab areas and must be removed prior to construction. It has been a pleasure working with you at this phase of your project and look forward to do so in the near future. Sin - - you ':St mil_ Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspection No. 757 Certificate of Authorization No.: CA 5491 1 o,, ' :::: "0:: (c:j7-Z.:.:71CTf*:::33/1.1 '� ''I,°NAL E 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES (DEC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM DATE: CLIENT: PROJECT: ADDRESS: MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST January 17, 2017 KCS CONSULTING, INC. Addition a 440 Grand Concourse, Miami Shores, FL CONTRACTOR: KCS Consulting, Inc. MATERIAL DESCRIPTION: SAMPLED BY: JA Gray sand w/rock fragments 001 TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 5.0 6.6 9.3 13.5 98.8 101.5 104.7 103.2 Optimum Moisture 11.1 Percent 100% Maximum Dry Density 105.9 lbs./cu.ft. % Passing'/<" Sieve 91.4 Percent Sampled By: JA Tested By: JA Checked By: WN As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 107 105 103 101 99 ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■��■■■■„■■■■ ■■■a■■■■■INI■■■ ■■,A■■■■■■■„■■■ ■■n■■■■■■■t■■■ T✓'71111■■■■■■■,■■ ,� �14611+■■■■■■�I■ •�: i11■■1i■■■■■■■■■ 03 :1 it -0 STATECRes 11.1..A F�C)RI 8 10 12 14 a lot ed, rr..ww '��is. i•ONft' DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 submi R E N S I T GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DATE: DEC DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS January 17, 2017 CLIENT: KCS CONSULTING, INC. PROJECT: Addition @ ADDRESS: 440 Grand Concourse, Miami Shores, FL CONTRACTOR: KCS Consulting, Inc. Test No. 1 Location: West side of north footer Test No. 2 Location: East side of north footer Test No. 3 Location: Center of east footer Test No. 4 Location: East side of south footer Test No. 5 Location: West side of south footer Description of Material: Gray sand w/rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 104.5 103.9 104.2 105.0 104.7 MOISTURE CONTENT % 5.7 5.9 5.5 6.0 5.3 MAX. DENSITY IN THE FIELD % 98.7 98.1 98.4 99.2 98.9 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 95% 95% 95% 95% 95% 100% MAXIMUM DENSITY (LAB) 105.9 105.9 105.9 105.9 105.9 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: JA Checked By: WN SMD /y,, No. 39584 *A density test determines the degree of compaction of the testediayer Qf material oily. In no wal, xbafi a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior to construction tcrvdify1 subsoil conditions,, As a in tual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizdttioe fqr pub iio "tatemeh ..Conclusions or extracts from or regarding our reports is reserved pending on our written approval. , % ./, Respectfully Supmitted, SQL Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 490 or, Owners) Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who ite-_°_..V67��p�� 7 11111111111111111111111111111111111111111lllf NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.'CCI-C 1-TAX6FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: CFN 2017R0010295 OR BK 30380 P3 3232 (1Pes ) RECORDED 011/11/2017 13:22:10 HARVEY R:UVIN► CLERK OF COURT MIAtiI-DADE COUNTY, FLORIDA THE UNDERSIGNED hereby gives notice that improvements will be madeCO�11P41'1f OF DARE ! FDA,tFythatthis is atrue copy ofthe property, and in accordance with Chapter 713, Florida Statutes, the followiB ;.ji.?/ 'f)2 ce on, day of is provided in this Notice of Commencement. A.D. 20 WITNES`$ my hand and Official Seal. HARVEY R CLERK, of Omitar�,Cpu+ 1. Leg�all deescript or�of property and, street/address: 2. Description of imp/ovement: J"' -.) V' t ✓► -t 3. Owner(s) name and address: 1+" 1 V V'J C Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and ph ne number: 5. Surety: (Payment bond required by owner fr&b contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number:. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: ( 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING `LQUR'OMMENCEMENT. Signature(s) o Prepared By _ Print Name (1-4 C= A.Ki Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument hanowledged before methisr`1 9 day,pf Authorized Officer/Director/Partner/Mana Prepared By Print Name JAJD dcorlo 0 Title/Office Jrkval?-1 2A (1 `. ividually, or ❑ as CO'ersonally known, or ❑ produced the following type of identification` Signature of Notary Public: r\n_.-..,\70C for Amy Osborne COMMISSION 014'006740 EXPIRES: Augu*t a,.aoia WWWJ noNNO A Mr=oOM above: By By 123 01-52 PAGE3 6/12 Sindia Alvarez From: hutchinsonacc <hutchinsonacc@gmail.com> Sent: Tuesday, May 30, 2017 9:00 AM To: Sindia Alvarez Subject: FW: Tree permit application for 440 Grand Concourse, Miami Shores Powered by Cricket Wireless Original message From: "Quintino, Lazaro (RER)" <Lazaro.Quintino@miamidade.gov> Date: 5/25/17 09:12 (GMT-05:00) To: "'hutchinsonacc@gmail.com"' <hutchinsonacc@gmail.com> Cc: "Leon, Maria de los Angeles (RER)" <Mdlaleo@miamidade.gov> Subject: FW: Tree permit application for 440 Grand Concourse, Miami Shores Hello. Please see email below as I had entered your email incorrectly. Thank you Lazaro J. Quintino, Manager Department of Regulatory and Economic Resources Environmental Resources Management Tree and Forest Resources Section 701 N.W. 1 Court, 6 floor Miami, Florida 33136-3912 (305) 372-6626 http://www.miamidade.00v/economy From: Quintino, Lazaro (RER) Sent: Thursday, May 25, 2017 9:08 AM To: 'kcsconsult@me.com'; 'hutchinsonacs@gmail.com' Subject: Tree permit application for 440 Grand Concourse, Miami Shores Good morning. We are in receipt of an after the fact tree removal permit application for the removal of a gumbo • limbo tree located in the front yard of the above referenced property. A Miami -Dade County tree removal permit is only required for the removal of specimen sized trees within the yard of an existing single-family home. Specimen sized trees are defined as a tree with any individual trunk which has a diameter at breast height (dbh) of eighteen (18) inches or greater. The Google Street View reveals that the tree splits into multiple co - dominant stems right below where the dbh measurement would be taken. Taking this into consideration it does not appear that the tree meets the definition of a specimen sized tree. Therefore a Miami -Dade County tree removal permit was not required for the removal of this tree within the yard of an existing single-family home. The check for $161.00 that was submitted on 05-24-2017 will be returned. Please let me know if you have any questions. Thank 2 you 3 Lalaro J. Quintino, Manager Department of Regulatory and Economic Resources Environmental Resources Management Tree and Forest Resources Section 701 N.W. 1 Court, 6 floor Miami, Florida 33136-3912 (305) 372-6626 http://www.miamidade.qov/economv 5 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department 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 compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 440 GRAND CONCOURSE Miami Shores, FL 33138-2439 Date Issued Occupancy Load Occupancy Type Applicable Code Not Transferable POST IN A CONSPICUOUS PLACE c.cr, Arlenis Silvera From: Arlenis Silvera Sent: Wednesday, August 08, 2018 4:53 PM To: 'kcsconsult@me.com' Subject: Expired Roof permit Attachments: Inspection History.pdf Good afternoon Kevin, This is the permit I came across that is Expired. Roof RF-10-17-2587 The permit needs to be renewed and request the required inspections. Let me know if you have any questions. Best Regards, Arlenis Silvera Permit Clerk Supervisor Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillage.com Parcel Owner Report Parcel Number: 1132060170030 440 GRAND Concourse Miami Shores FL 33138- Tax ID: 1132060170030 Owner Information EDUARDO & XIMENA CALLE Phone: (305)751-2707 SHIRLEY SMITH Phone: SHELDEN SMITH Phone: Current Owner: Yes Current Owner: No Current Owner: No Related Permits Electrical - Residential Electrical - Residential Fence/Wall Imported Permit Mechanical - Residential Mechanical - Residential Paint Plumbing - Residential Plumbing - Residential Re -Occupancy Re -Occupancy Residential Construction tRoof, Roof — (o t) Permit Number EL-1-14-152 EL-10-16-2943 FW-5-18-1145 BP2004-235 MC-6-08-1097 MC-10-16-2930 PT-10-07-2180 PL-3-18-776 PL-10-16-2928 REOC-4-14-837 REOC-4-15-761 RC-11-15-2867 RF-10-17-2587— RF-2-18-494 Application Date 01/28/2014 10/28/2016 05/01/2018 02/19/2004 06/13/2008 10/27/2016 10/26/2007 03/27/2018 10/27/2016 04/24/2014 04/02/2015 _-11 /12/2015 10/31/2017 02/27/2018 Expiration Date 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 Status CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED 01/01/2999 CLOSED 01/01/2999 CLOSED 01/29/2019-—APPROVED 07/21/2018— _EXPIRED 01/01/2999 CLOSED Wednesday, August 8, 2018 Page 1 of 2 Related Code Cases Ordinance Violation Lot Clearing Zoning Violation Ordinance Violation Ordinance Violation Ordinance Violation Ordinance Violation Case Number Case Status CASE-3-08-3729 Case Closed CASE-7-16-15540Case Closed CASE-7-16-15546Case Closed CASE-5-17-16475Case Closed CASE-6-17-16544Case Closed CASE-3-18-17451Case Closed CASE-3-18-17465Case Closed Case Date 02/28/2008 07/11/2016 07/11/2016 05/19/2017 06/09/2017 03/06/2018 03/12/2018 Compliance Date 3/31/2008 7/21/2016 12/8/2016 Not Compliant 6/12/2017 3/15/2018 3/26/2018 Wednesday, August 8, 2018 Page 2 of 2 POST ON SITE INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-11-15-2867 'trod ' _ C''Work Classification Addianilm Issue Date: 11/2/2016 i Permit Type ResidentialrConstruction. Expires: 05/01/2017 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060170030 Owner's Name: EDUARDO & XIMENA CALLE Job Address: 440 GRAND CONCOURSE Miami Shores. FL 33138- Bond Number: 3242 Owner's Phone: (305)751-2707 Total Square Feet: 500 Total Job Valuation: $ 45,000.00 Contractor(s) KCS CONSULTING INC Phone (954)261-1141 Primary Contractor Yes 0 0 7 <1.1g6:frikeo) tdtt. 4,`A") "neoz, xe tea. r` �/�rz M '.. Ty'. NO :NSPECTION WE' ILL:BMADE`UNLESS,THE:PERMI TCARD IS DISPLA`:ED'AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY -TO ENSURE THAT,WORK IS'ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES..NEITI1IER THE BUILDING OFFICIAL.: NORTHE'CITY SHkLL BE NT3tiE FOR:EXFENSE`ENT.4ILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL -REQUIREDTO ALLOW INSPECTION. ,WARNING TO OWNER: YOUR r FAILURE ; TO~ RECORD A NOTICE OF }.COMMENCEMENT MAY RESULT' IN -'YOUR PALING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ..RECORDED AND POSTED ON THE JOB SITE .BEFORE" THE FIRST INSPECTION. IF YOU . "INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ' E ENDER OR AN :oATTORNEY BEFORE .COMMENCING WORK OR . RECORD`ING YOUR NOTICE OF ,, COMMENCEMENT: WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 4/0 P/t or- 60Tot,- (3143dGS 6462nv4.5 pot t f. ("Ir 4c - 'Jt-il, Z,Oc,IGS wrti.. e".„, Jam-) l .tiit-F 1 r G-- C ? � 4 64- 4 i Slab Slab Columns (1st Lift) Columns (2nd Lift) INSPECTION -RECORD Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling.Grid Drywall Firewall 71 6' )r" Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance Y 3 DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS 4- P l INSPECTION DATE INSP Zoning_Final INSPECTION PLU BING DATE INSP ZONING COMMENTS INSPECTION ELECTRICAL DATE INSP Temporary Pole 30 Dajr Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fie‘Alarm Final ServiceWork.With ELECTRICAL COMMENTS i r .-4 } g - FIRE ^' DATE ''i E INSP ,.fl t INSPECTION ,-z Final.Sprinkler.. :' ' Final Alarrii=7 _ "'''' 4. FINAL NC-" ri, fS j.2- .At. c� • Rough 1$0.:44.41. Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up ?P18 Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drain HRS Final FINAL 404 PLUMBING COMMENTS Underground Pipe = Rough Ventilation Rough,;! • HoodRough Pressure Test'ry Final Hood: Firiel Ventilation Final Pool Heater. Yift�t` 1- ®M me FINAL �`VLI.figtti MECHANICAL CO ."` TS IIIEFTECAMINVERMZ imommI /fez KCS CONSULTING INC CERTIFICATION OF INSULATION INSTALLATION Attention: To whom it may concern Job Address 440 Grand Concourse Miami shores, FL Date: 7/31/18 Project Title: CALLE Residence Project Description: Addition Building Permit Number Statement of Compliance: We KCS Consulting hereby certify that the insulation has been installed in the referenced building addition in compliance with the approved plans and specifications, and in good construction practice. The insulation furnished is the the type and thickness and R- Value as set forth below Addition walls Reflective Foil R-4.1 Addition Ceiling Fiberglass Batt R-30 1 Inspection Worksheet MiamiiShores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax (305)756-8972 Inspection Number: INSP-247721 Permit Number:. RC-11-15-2867 Scheduled Inspection Date: August 02,-2018 Inspector: Naranjo, Ismael Owner: CALLE, EDUARDO & XIMENA Job Address: 440 GRAND CONCOURSE Miami Shores, FL 33138- Project <NONE> Contractor: KCS CONSULTING INC Permit Tyrie:• Residential Construction inspection Type: Final Building Work Classification: Addition Phone Number (305)751-2707 Parcel Number 1132060170030 Phone: (954)261-1141 Building Department Comments ADD ON MASTER BEDROOIWAND SUITE BATH 05130/2017 AS PER DERIVI A TREE REMOVAL PERMIT,IS NOT GOING TO BE NEEDED.,OK TO REMOVE STOP WORK ORDER AS PER B.O. S,A Infractio Passed Comments INSPECTOR COMMENTS False Passed [yr Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments August 01, 2018 For Inspections please call: (305)762-4949 Page 1 of 38 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-309194 Permit Number: RC-11-15-2867 Inspection Date: July 27, 2018 Inspector: Kendall,.Travis Owner: CALLE, EDUARDO & XIMENA Job Address: 440 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: KCS CONSULTING INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)751-2707 Parcel Number 1132060170030 Phone: (954)261-1141 Building Department Comments ADD ON MASTER BEDROOM/AND SUITE BATH 05/30/2017 AS PER DERM A TREE REMOVAL PERMIT IS NOT GOING TO BE NEEDED. OK TO REMOVE STOP WORK ORDER AS PER B.O. S.A Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 July 27, 2018 Page 1 of 1 • • • ••• • • • •.•. • • .• . . • • •• •• • • • •• •• •• • • • • • • •• •••• •• • • • •. •• •. • •. •• • • •• ••• • •• •• • . ••• • ••• • ••• • • • • • • • • •• . • • • • • • • • • • , • . • • • • . • • • • • • '•.' :•i• ':*• SET NAIL • • •• • • } � a • :. . • .• a E.LEV.=8.59•' '• • • ••• • �( • • ...•S000' • 10.1' • 2' CURB_ !,.:AND GUTTER, ' • SITE B.M.. • . / "SET NAIL • ELEV.=8.48' :...� 50.00' . r•• • 3•. U : • • Z. 1 0 • .4 • .. . BLOCK CORNER FOUND 3/4' IRON PIPE N.E. 5th AVENUE W 1. o LiJ Ei 0 o Ct Lot 4 N FOUND 1/2' BLOCK 86 IRON PIPE o/s 0.04'(S) / 0.04'(E) v. 90. 0 0 O O 9 32.97' 2.95' CHATT WALK C.B.S. WALL (TYP•) :.---30.03' ._ 0 0 O 9h 7.7' 4.7' 130.00' 7 ¢i 161 g 6 1=3 SCALE: 1" = 20' SKETCH NO.: 15-0545 DRAWN BY: Q.D.I. SIDE 2 OF 2 WALL 0.8'W 4' CHAIN 0.3'N LINK FENCE FENCE (TYP.) 0.7'S 1.4'W 1 ///////////////,72.55°/L ///// / //////'Pi --1 /// - / ,- / // 15.82"// / 24.49' ADDITION co. .CONC. J r' STEPS /4 ////;4:4V///. --24.52' / 1 STORY C.B.S. / ry2.92' RESIDENCE #440 g FINISH FLOOR ELEV.=11.88' o' 12.12'//CI GARAGE FLOOR ELEV.=10.35'/ ///////30.57'//////�% C• .O.O ! ,'i� /O C.O. CONS:' STEPS _• 4' ALUMINUM ' FENCE(TYP.) —\ WALL FOUND 1.2'S DRILL HOLE 29.5'E FENCE 1.1'N ,o m SEPTIC TANK 3.65' \? LOT 5 • - BLOCK 86 LOT 6 BLOCK 86 45.27' NOTE: LOCATION OF SEPTIC TANK PER OWNER NOT VERIFIED 90� 5' . POWER OVERHEAD LINES FUND 6 D N L o s 0. . 5'(M) 0 ' 0: 0'(W) • 6• '=Y 6' ALUMINUM • I , a• FENCE . 10' /• • ' 19.15' ASPHALT DRIVE •.••, . •,•.• / '� II/////24.05'/////' • . . • , . •.45,3.1' O g/g E3— r IRRIGATION VALVE 130.00' LOT 7 BLOCK 86 6' W.F. • • FENCE 0.5'S 0.9'W WALL 1.5'S 0.9'W n FOUND_ \� 90 . 60D• NAIL . -` 0..23 (S) ' 1.33 (W) 9 '0. • : • FENCE 0.4'W 1 • • • • PINNELL SURVEY, INC. 5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073 PHONE(954)418-4940 FAX(954)418-4941 EMAIL: order@sfland.net CERTIFICATE NO.: LB6857 • • • • Y•• • •• M. 411 VOM:EY AVDRESS: 4�M 6R21ND COFICQT RSE • • . • MIANI.SHORELPLgRIDA 33.1a • • • • • • $CtYOD ZONE & ELEVATIONS: F bOD ZONE: 3e. • • • l hOONELI ' TION:IsUA • riabildOL PANEL NO.: 120452.0301-L BATE OF F $,X: 09/P1/09• • • •• REFERENCE BENCHMARK MIAMI-DADE COUNTY ENGINEERING B.M.: N-802 ELEVATION = 8.98' CERTIFY TO: 1. EDUARDO IVAN CALLE AND XLMENA ASTRALAGA-CALLE ./ POTENTIAL ENCROACHMENTS: 1.6 FOOT ALUMINUM FENCE CROSSES OVER THE SOUTHERLY PROPERTY LINE. LEGAL DESCRIPTION: LOT 5 AND 6, BLOCK 86, OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LEGEND & ABBREVIATIONS: A =ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE C.O. = CLEANOUT CONC. = CONCRETE C.L.F. = CHAIN LINK FENCE = CONCRETE LIGHT POLE (C)' = CALCULATED C.B. = CHORD BEARING C.R. = CABLE RISER (D) = DEED D.B. = DEED BOOK M-D.C.R.= MIAMI-DADE COUNTY RECORDS D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.M. = ELECTRIC METER F.P. & L. = FLORIDA POWER & LIGHT L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M) = MEASURED NAVD = NORTH AMERICAN VERTICAL DATUM NGVD = NATIONAL GEODETIC VERTICAL DATUM NO. = NUMBER O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R = PALM BEACH COUNTY RECORDS P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.E. = POOL EQUIPMENT P.I. = POINT OF INTERSECTION P.R.C. = POINT OF REVERSE CURVE P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE R = RADIUS R/W = RIGHT-OF-WAY T = TANGENT (TYP.) = TYPICAL U.E. = UTILITY EASEMENT W.F. , = WOOD FENCE W,MA+ = WATER METER A = DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION GENERAL NOTES: `: 11-YPE OF, SURVEY: BOUNDARY4 = 2 -IFTHIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION .,, BOX -SHOWN HEREON; THEN ANY AND ALL PREVIOUS VERSIONS OF ' THiS SURVEY, PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID. 3 1HE PROPERTY SHOW' N.HEREON WAS NOT ABSTRACTED FOR OWNERSHIP; RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BYTINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPR;II:U ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 5. ELEVATIONS SHOWN HEREON OF ANY) ARE RELATIVE TO NGVD 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. FENCE AND WALL OWNERSHIP IS NOT DETERMJNED. 8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC. 9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAIDOABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FINAL SURVEY (18-1171) 06/22/18 . O.C. SPOT SURVEY (17-0414) 03/16/17 . J.P. ADD ELEVATIONS (15-1979) 10/26/15 S.A. REVISIONS DATE CHK'D BY JASON H: PINNELL FROFESSIONAL SURVEYOR & MAPPER 1 LICENSE NO.'5734, STATE OF FLORIDA J SKETCH NO.: i5--0545 DATE OF SURVEY: 04/02/15 CHECKED BY: S.A. FIELD BOOK/PAGE: 500/36 SIDE 1 OF 2 i U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name EDUARDO IVAN CALLE AND ZIMENA ASTRALAGA-CALLE Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 440 GRAND CONCOURSE Company NAIC Number: City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5 & 6, BLOCK 86, AMD.PL.OF MIAMI SHORES SEC. 4, P.B. 15, PG. 14, M-D.C.R. (I.D. #11-3206-017-0030) A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'53.5"N Long.80°11'15.6"W Horizontal Datum: ❑ NAD 1927 x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2243.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 12 . c) Total net area of flood openings in A8.b 1890.00 sq in d) Engineered flood openings? A9. For a building with an attached garage: a) Square footage of attached garage x Yes ❑ No 528.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI-DADE B3. State Florida B4. Map/Panel Number ` 12086C0302 B5. Suffix L B6. FIRM Index Date 09-11-2009 B7. FIRM Panel Effective/ Revised Date 09-11-2009 B8. Flood Zone(s) X B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) N/A B10. Indicate the source ❑ FIS Profile x of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x No Designation Date: ❑-CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 - Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 440 GRAND CONCOURSE Policy Number: City State . ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Benchmark Utilized: SEE COMMENTS Vertical Datum: NGVD 1929 x Finished Construction , AR/A1—A30, AR/AH, AR/AO. Rico only, enter meters. . Indicate elevation datum used for the elevations in items a) through h) below. ,. x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.00 ; Check the measurement used. x feet ❑ meters b) Top of the next higher floor t 1 11.88 x feet ❑ meters c) Bottom of the Iowest,horizontal structural member (V Zones only) N/A x feet ❑meters d) Attached garage (top of slab) 10.35 x feet ❑ meters 'e) Lowest elevation of machinery or equipment servicing the building 10.42 type of equipment and location in Comments) x feet ❑meters (Describe f) Lowest adjacent (finished) grade next to building (LAG) 10.00 x feet ❑ meters , g) Highest adjacent (finished) grade next to building (HAG) 11.40 x 'feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A x 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 I certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to certify elevation information. I understand that any false Were latitude and longitude in Section A provided by a licensed land surveyor? x Yes ❑ No • Check here if attachments. • Certifier's Name License Number JASON H. PINNELL •5734,.,_ ` � r r . �, ,, ,lace '- ,t =' gg '/ 'Fea• °,^".. J + '"` 1 u f` `0 1, ;-' Title PROFESSIONAL SURVEYOR & MAPPER Company Name PINNELL SURVEY, INC. Address 5300 WEST HILLSBORO BOULEVARD, 215-A City /� State ZIP Code COCONUT C / Florida 33073 Signatur Date Telephone Ext. /_ r / v (954) 418-4940 Copy all p is Elevation Certificate and all attachments f r (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) 1. THIS ELEVATION CERTIFICATE IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. LINE C2(e) REFERS TO A/C UNIT ADJACENT TO STRUCTURE: . 3. LINE A5 WAS OBTAINED WITH GOOGLE EARTH. 4. REFERENCE BENCHMARK: MIAMI-DADE COUNTY ENGINEERING BM. "N-802", ELEVATION 8.98' NGVD 1929 5. ADDITION IS SLAB ON GRADE, FF ELEVATION = 11.88' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 440 GRAND CONCOURSE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's certify this information in Section G. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. orm Nage ;3 o ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 440 GRAND CONCOURSE Policy Number: , City State ZIP Code MIAMI SHORES Florida 33138 ' Company NAIC Number 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, 1 engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number • G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor(including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑feet ❑ feet ❑ feet' • ❑meters Datum building site: ❑ meters Datum • ❑ meters Datum Local Official's Name Title Community Name Telephone • Signature Date Comments (including type of equipment and location, per C2(e), ,if applicable) a ❑ Check here if attachments. FEMA For 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 440 GRAND CONCOURSE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. m.. 06 22 2018 Photo One Photo One Caption FRONT VIEW Clear Photo One i 1 1' .. ,..`. _ ., _u........ ..ems..'...-,...�, ,. +...r. .... ,. _.. ... .w:«...... ,.� 06 22 .2018 Photo Two Photo Two Caption RIGHT SIDE VIEW Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 440 GRAND CONCOURSE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. * tr J!y A..rk y • ..,iP w.3 yt• yr i y , '..'.J 06 22 .,2018 rtd '+Ix Photo Three Photo Three Caption REAR VIEW Clear Photo Three 06 22 2018 Its Photo Four Photo Four Caption LEFT SIDE VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AND LIMITED WARRANTY AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 PURCHASER'S NAME AND ADDRESS: KCS Consulting 5280 NE 16th Avenue Fort Lauderdale, 33334 TREATMENT SITE: 440 Grand Concourse, Miami Shores, Florida 33138 PROJECT: Residence Addition/ Remodel LOT: 5+6 UNIT: N/A SQUARE FOOTAGE: 500 CHEMICAL: Imidacloprid DATE OF COMPLETION: 7/17/18 1 YEAR WARRANTY PERMIT: RC-4-15-2867 BLOCK: 86 NUMBER OF STRUCTURES TREATED: 1 NUMBER OF GALLONS: 50 PRODUCT: Adonis 75WSP @ .05% APPLICATOR: Breck Bishop DATE & TIME: 7/17/18, 3:00 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions or conditions that affect the company's obligation to retreat or repair damage, are part of the contract. LICENSE NO. JB 1752 ACCURATE PEST CONTROL, INC. BY:---- Harve mades, President REVISED 06/01/17 /OW S STATE RD 7 x PLANTATION FL 33317 x 954.584.8588 x 800.749.8588 x F 954.584.6117 Subterranean Termite Treatment Limited Warranty Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Terms and Conditions During the term of your limited warranty, any further treatment found necessary due to evidence ofsubterranean termites (ExcludingFormosan Ter- mites) will be done free of charge to the covered structure(s), and any structural damage necessitating repairs (up to $1,000,000) caused by subterra- nean termites (Excluding Formosan Termites) will be paid by Accurate Pest Control, Inc. Accurate Pest Control will annually reinspect the property only at your request. The limited warranty term shall be one (1) year from the date of completion. Accurate Pest Control, Inc. shall have the option of extending the limited warranty annually upon homeowners payment of annual renewal fee. Your contract covers all materials, labor; and service needed to control any active infestation of subterranean termites, Excluding Formosan Termites. A limited warranty holder can, at anytime during the warranty period, request consultation and advice concerning termites or other pest, at no charge to the owner: This limited warranty is transferable should the property be sold or otherwise transferred. Accurate Pest Control, Inc. shall be notified in writing of new ownership of the property. 1. It is understood and agreed between the parties that this Agreement constitutes the complete agreement between the parties and the said agreement may not be changed or altered in any manner, oral or otherwise, by a representative of Accurate Pest Control, Inc. unless such alteration or change be in writing and executed by a corporate officer of Accurate Pest Control, Inc. under its corpo- rate seal. 2. Fences, Free -Standing garages, or other outstructures are not included unless speci- fied in writing. 3. Structural or mechanical defects such as wood -to -ground contact, stucco below grade level on Wood Frame Construction, brick veneer on CBS Construction which reaches below grade level, or wood form boards or stakes which have been left in the ground must be removed. This is conducive to sub- terranean termite infestation and may destroy the effectiveness of Accurate Pest Control, Inc. treatment, thereby permitting infestation to occur after the date of initial treatment. If such conditions are discovered it is agreed that the customer will be responsible for making such modifications as are necessary to correct the structural or mechanical defect (including providing at least a 6" gap between the stucco and the grade level) and Accurate Pest Control, Inc. will, upon completion of said modifications, provide additional treat- ment deemed necessary by the Company to control an infestation if it occurs. 4. Accurate Pest Control, Inc. liability shall be terminated should Accurate Pest Control, Inc. be prevented from fulfilling its respon- sibilities under the terms of the Agreement by reason of acts of war, whether declared or undeclared, acts of any duly constituted government authority, strikes, acts of God, or failure by the customer to allow Accurate Pest Control, Inc. access to the premises for any purpose contemplated by the Agreement or the Guarantee, especially, including re -in- spection, whether such re -inspection was re- quested by the customer or deemed necessary by Accurate Pest Control, Inc. 5. This Agreement covers the designated property as of the date of actual comple- tion. In the event the premises are structurally modified, altered or otherwise changed after the date of treatment, this Agreement shall terminate unless prior written agreement shall have entered into between the owner and Accurate Pest Control, Inc. to reinspect the property, provide additional treatment and/or adjust the annual renewal fee. 6. It is specifically understood and agreed that Accurate Pest Control, Inc. and the Property Owner are bound only by the terms of this Agreement and not by any other Representa- tions, oral or otherwise. 7. This is an optional warranty, renewable an- nually on the month in which treatment was initially provided. Cancelled check is proof of receipt of payment. The Company reserves the right to increase the annual fee. Revised October 1, 2003 DIVISION OF Environmental Health Florida Health eQkO Miami -Dade County qo/o OSTDS/Well Division �O� Q►` 11805 SW 26th Street • Miami, FL 33175 Inspector t%r,✓,,,t4,, Date Address YYU n�k ccti,,.yQ OSTDS # H� / 1.3 Comments: Signature 6 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES DRILLING SERVICES ='oEc DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM Miami, January 17, 2017 Mr. Kevin Smith KCS CONSULTING, INC. 5280 North East 16th Avenue Fort Lauderdale, FL 33334 Re: Addition @ 440 Grand Concourse Miami Shores, FL Dear Mr. Smith: Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected, the soils at the above reference property. Based on our site inspection, it is our professional opinion that the inspected soil for the addition footers only is suitable for support of the proposed construction and that the foundation bearing capacity meet or exceed 2000 PSF. Enclosed find copies of our field testing logs. Please note topsoil and organics have not yet been removed from the slab areas and must be removed prior to construction. It has been a pleasure working with you at this phase of your project and look forward to do so in the near future. • Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspection No. 757 Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET. HIALEAH. FI: 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL•INFOODYNATECHENCNEER NG.COM EC GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DATE: DEC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST January 17, 2017 CLIENT: KCS CONSULTING, INC. PROJECT: Addition (a, ADDRESS: 440 Grand Concourse, Miami Shores, FL CONTRACTOR: KCS Consulting, Inc. MATERIAL DESCRIPTION: Gray sand w/rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 5.0 6.6 9.3 13.5 98.8 101.5 104.7 103.2 Optimum Moisture 11.1 Percent 100%Maximum Dry Density 105.9 lbs./cu.ft. %Passing'/," Sieve 91.4 Percent Sampled By: JA Tested By: JA Checked By: WN As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 107 105 103 101 99 97 044 LI 4 �(•'.O'1 10¢� 1z s,�� _subm' ed, , N = r,) Z hJJ 14 VR Sam Na a fn,1 ' D ATgCH E1.J - `1= Flbrjda $, ,5 Certificate ptAuthoriiation No.: CA 5491 G CORP. D R Y D E N S I T Y GEOTECHNICAL I ENVIRONMENTAL MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DEC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM DATE: CLIENT: FIELD DENSITY TEST OF COMPACTED SOILS January 17, 2017 KCS CONSULTING, INC. PROJECT: Addition @ ADDRESS: 440 Grand Concourse, Miami Shores, FL CONTRACTOR: KCS Consulting, Inc. Test No. 1 Location: West side of north footer Test No. 2 Location: East side of north footer Test No. 3 Location: Center of east footer Test No. 4 Location: East side of south footer Test No. 5 Location: West side of south footer Description of Material: Gray sand w/rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 104.5 103.9 104.2 105.0 104.7 MOISTURE CONTENT % 5.7 5.9 5.5 6.0 5.3 MAX. DENSITY IN THE FIELD % 98.7 98.1 98.4 99.2 98.9 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 95% 95% 95% 95% 95% 100% MAXIMUM DENSITY (LAB) 105.9 105.9 105.9 105.9 105.9 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: JA Checked By: WN Respectfully Su1mitted, 3'a Wissalf ..:'i . i,,P.E. D EAONEERII4CORP. F1oi k$g. 3958.V. . cn Cett1 cate o0Author yatiot}.Ie CA 5491 co %. fro 4), *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density tes gl3lace a soi1earinitklp " determination a soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection fo tichc1terltss, the pugt, urselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts fr 0g sur reports is reserved pending on our written approval. lEOTECMNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DATE: ''oEc DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST May 4, 2017 CLIENT: KCS CONSTRUCTION, INC. PROJECT: Addition (2 ADDRESS: 440 Grand Concouse, Miami Shores, FL CONTRACTOR: KCS Construction, Inc. MATERIAL DESCRIPTION: Gray sand w/rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 4.3 6.5 8.7 12.6 104.1 107.4 109.6 106.8 Optimum Moisture 9.9 Percent 100% Maximum Dry Density 110.2 lbs./cu.ft. % Passing'/," Sieve 90.5 Percent Sampled By: JA Tested By: JA Checked By: WN kY t 1a. 4r `e As a mutual protection to clients, the public and ourselves, altrep are submitted as the confidential property of clients, and authoriz n`• _ for use, publication of statements, conclusions or extracts from or'regardu3, our reports is reserved pending our written approval. 112 110 108 106 104 102 4 6 8 10 12 14 Respectively submitted, Wissam Naalmani, Y.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y oTECitNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DEC DYNATECH W W W DYNATECHENGINEERING.COM DATE: FIELD DENSITY TEST OF COMPACTED SOILS May 4, 2017 CLIENT: KCS CONSTRUCTION, INC. PROJECT: Addition @ ADDRESS: 440 Grand Concouse, Miami Shores, FL CONTRACTOR: KCS Construction, Inc. -------------------------- Test No. 1 Location: West side of addition underslab Test No. 2 Location: Center of addition underslab Test No. 3 Location: East side of addition underslab Test No. Location: Test No. Location: Description of Material: Gray sand w/rock fragments TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 108,6 109.0 108.4 MOISTURE CONTENT % 7.3 8.0 7.7 MAX. DENSITY IN THE FIELD % 98.5 98.9 98.4 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 110.2 110.2 110.2 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: JA Checked By: WN Respectfully Submitted, IAA Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 *A density test determines the degree of compactIola of the testCd'1ayer of material only. In no way shall a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior tb c t struction to verify subsoil Conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients,:authoriRtiptr €ot •ptblication of statement conclusions or extracts. from or regarding our reports is reserved pending on our written approval. JCA ENGINEERS LLC STRUCTURAL CONSULTANTS 14449 SW 17' St MIAMI. FL 33175 PH: (305) 979-6507 April 27th, 2017 City of Miami Shores Building Department Re: Addition and Remodeling Mr. & Mrs. Calle Residence 440 Grand Concourse. Miami Shores, Florida Dear Building Official / Inspector: Please be advised that the undersigned has performed a visual inspection on the following items: 1. Reinforcing for masonry walls, as shown on sheet S-1. note 1. Based on the site observations. it is our opinion that previously indicated item, is in substantial accordance with the applicable codes and the approved permit plans. Should you have any questions, please do not hesitate in contacting us. %Regards _, %%% CA NI • No • �'�., �`oNAL$; Javier Can izares,' � `‘% Structural Engineer JCA ENGINEERS LLC STRUCTURAL CONSULTANTS Et 14449 SW 171. St. 9 ';r ", MIAMI, FL 33175 PH: (305) 979-6507 August 10th, 2017 City of Miami Shores Building Department Re: Addition and Remodeling Mr. & Mrs. Calle Residence 440 Grand Concourse. Miami Shores, Florida Dear Building Official / Inspector: Please be advised that the undersigned has performed a visual inspection on the following items: 1. Masonry jambs reinforcing for existing window/door openings, as shown on details A, B & D/S-4. 2. Masonry walls reinforcing for new addition, as shown on sheet S-1, note 1. Based on the site observations, it is our opinion that previously indicated item, is in substantial accordance with the applicable codes and the approved permit plans. Should you have any questions, please do not hesitate in contacting us. Regards, 63883 Javier Canizares, PE Structural Engineer w BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED FEB 1 40_1_8.1 FB� 20 N-4 Master Permit No. 01 Cl b - ZA3o Sub Permit No. i 1 S-2.4(O ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ▪ PLUMBING MECHANICAL ❑PUBLIC WORKS 11 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ` o C r4 j'� C a>tJY s City: Miami Shores County: Miami Dade zip: 33 / 3 e Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): fief, �%''''"/ r' `n'� E'er a/4 Phone#: gar 7/ — Z7'7} Address: 1/4/4) �,s.444.ef eva cevs/t City: / JO v1 J `SIf%r<td State: 7 `i _ Zip: 2J/ 3 b' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: i'!% Z"e' " Z 2iv-C Phone#: Address: 75' S, /f 6 ii '/ 2 City: /7 / r4'AI ' j ,✓� State: /- /o%,/ �4 Zip: 33 ,) 7 f' p Qualifier Name: L v / S ///-� • c/a 'Z Phone#: 3 iJv 2 59' ?is 7 State Certification or Registration #: �( ,4 0 C' U 0 Z Z Certificate of Competency #: f t/%/7 00 0 0 Z`i DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ , 7(.. Square/Linear Footage of Work: Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: C c E c G,p id -r(l.A- O fz Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ ' Bond $ (Revised02/24/2014) G-4-wr.fe TOTAL FEE NOW DUE $ • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and 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 — OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before �me this The foregoing instrJL t was acknowledged before me this J5 kday of Fe b VV rY , 20 / d , by 2.3 rdday of tt , 20 / ? , by X jot Qnq.4 51'17-4 1 a 3g---Cq•! 1.e. who is personally known to LV LS - Chi Z— . , who is personally known to — me or who has produced ' -L- as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: a' / i a ugAoj th ,t, Print 1 # QV•! ' I 00 P 2— Seal: ROSE MARIE GONZALEZ. ,,146', Notary Public - State of Flails • 5 Commission • FF 222133 - a V My Comm Expires Apr 19, 2019 ******* ** 'iirik***awailYwsws44iPtkakllAtiR , ** **** ******** A A identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Sign: Print: Seal: Plbn xaminer Structural Review r'ta QP�-ateA-- DID,i-e_kiza- Le 604 a-tez ROSE MARIE GONZALEZ. Notary Public - State of Florida Commission ! FF 222193 My Comm. Expires Apr 19, 2019 ************ Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): d (1 v r P4 e( aocouvbt, City: Miami Shores Village County: Miami Dade Zip Code: 33 /3 v ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ NIT BEING REPLACED DATA NEW UNIT lit;D MANUFACTURER `40/ 1,-61/' U14- L L ^ r'!NI LI 3 z.- (,_ 4. AHU or PKG. UNIT MODEL # V $..1ill;— 00 3 A .I_ COND. UNIT MODEL # 1 O /Z. Lil KW HEAT r ° p j( WI L./ 1V4 NOM TONS 5 're1.) AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER YES NO REPLACING DUCTS YES 6-0 YES NO REPLACING THERMOSTAT YES 670 YES 0 NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES 4) YES 0 NEW RETURN PLENUM BOX YESCI-Cr 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/ 80):,Z) z, YQ' 4. Size Disconnecting Means: Contractor's Company Name: �f O L"t Z04'-c State Certificate or Registration No. Signature CL.c (Qualifier's signature) ✓_ jot f Certificate of Competency No. 11 Ifl d 00) z 2 1" /Z,, zv/f Date: Phone: (Revised02/24/2014) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. /' %%% Owner's Name (Fee Simple Title Holder):EdO(Pj )/ men u Ca C( e Owner's Address: O (- c GcSe City: 'V1tavnf ©!e-"S State: FL Phone #: 365- 757 - 2.707 Zip Code: 3 3 / 3 g Job Address (Of where work is being done): et4.6 61 vw( C.r,"CGLrs- City: Miami Shores State: Florida Zip Code: Contractor's Company Name: \--\-C"PCS:2)CA Address: \CAL -VA U \ �Q City: �x\c\=P� State: Qualifier's Name : Phone #: A—t-kkr1 `,\(:)1 Zip Code: ? ?f) Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the volvement. Signature Miami Shores harmless of all leg 4)6.Ticneif i2 Owner or Agent The foregoing instrument was aknowledged before me this 06 day of A ey20ll by L• 1c, Who is personally known to me or who has produced fe (soy-vuL(Y v. -40 12-- Notary Pub c: ✓�/% Sign: Seal: r f ; Maria P Miller Ar My Commission GG 172426 ''#oo of Expires 01/03/2022 Signature as indentification. Notary Public State of Florida Contractor or Architect The foregoing instrument was aknowledged before me thisr day of-,,C..) . , 201%by .1\ Svcv who is personally known to me or who has produced Notar bli • Sign Seal: as indentification. LORI L MONTIEL z Notary Public - State of Florida •c My Comm. Expires Mar 21, 2018 Commission # FF 099897 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this I v day of febrvary , 20 i By PA er14 45 �r11 19 4 - CQ I I e who is personally known to me or has produced riot: A 2 3 °" q i' b" - 141-Cori identification. Notary: ktp.eaaAL SEAL: ""u•.,,s" ROSE MARIE GONZALEZ Notary Public • State of Florida �C• Commlasion # FF 222133 ,41 My Comm. Expires Apr 19, 2019 Bonded through National Notary ANn. Froze -Zone tr) 75 SW 116th Ave. Miami, Florida, FL 33174 (305)733-7633 Heating, Ventilating & Air Conditioning Service Date: fe‘- /L7 —47//' State of riorlei 4-- County of 6 ro wv( VC/ Before me this day personally appeared 4- 1! IS Cr U 2- deposed and says: That he or she will be the only person working on the project located at: who, being duly sworn 4 grava(_''cyLeovrS-e , Mravlir 116K-eS F 33/39' r2 Contractor Signature Sworn to (or affirmed) and subscribed before me this 1 2-14‘day of Feb r1,'2 r `f 20 1 b L i5 by ROSE MARIE GONZALEZ- Notary Public • State of RAN Commission N FF 2221$3 My Comm. Expires Apr 10, 20111 Bonded through National Notary Apo. Ac2, MOW_ ,P1161 62-epg_ Print, Type or Stamp Name of Notary Personally known Produced Identification Type of identification Produced Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED NOV 2 0 2017 sn Cb41-\ `�FBC20t�i '1 BUILDING Master Permit No. 12-C- I I'— 1 (`_ &-1 PERMIT APPLICATION Sub Permit No. El BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 440 Grand Concourse City: Miami Shores County: Folio/Parcel#: 1132060170030 Occupancy Type: Sfr Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Ivan and Ximena Calle Address:440 Grand Concourse Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#:954 261-1141 City: Miami Shores Tenant/Lessee Name: State: FI Zip: 33138 Phone#: Email: CONTRACTOR: Company Name: KCS Consulting Address: 5280 Ne 16th Ave Phone#: 954 261 1141 city: Fort Lauderdale Qualifier Name: Kevin Smith State Certification or Registration #: CGC 062201 DESIGNER: Architect/Engineer: Imagination Design Group Address:3370 Coral Way State: FL Phone#: Certificate of Competency #: Phone#: City: Miami State: FL Zip: 33145 Zip: 33334 954 261 1141 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: 0 Addition ❑ Alteration Description of Work: Truss attachment Detail ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ • 03 Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ 53 • ail (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 99 • GO ` Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 p?sted at the job site for the first inspection which occurs seven (7) days after the building permit-ii issued. In the absence of su h posted notice, the inspection will not be approved and a reinspection fee will be charged. ; r OWNER or AGENT The foregoing instrument was acknowledged before me this 5 day of �1341v , 20 1 by .)C I w e P 3 �� l2 , who is personally known to me or who has produced Al- `t ` ► tQ"1 jt4 Li �L v identification and who did taltiy 's ,path. =��• NOTARY PUBLIC: ,�� Amy Osbome =*c ►i _ COMMISSION #FF905740 .4u EXPIRES: August 3, 2019 S. W Wy.AARONNOTARY.COM Sign: Print: Seal: APPROVED BY (Revised02/24/2014) Sign CONTRACTOR The foregoing instrument was acknowledged before me this I day of I\'OV ,20 I-7 ,by ev IN S rk kr) , who is personae^ to mar who has produced as identification and who did t NOTARY PUBLIC:0pe^% Amy Osbome ix, COMMISSION.FF906740 EXPIRES: August 3, 2019 Sign: Print: Seal: Plans Examiner www.AlwoNNOraRY.cou Pckm Zoning Structural Review Clerk