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RC-15-1153 (2)Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -5-15-1153 Permit Type: Residential Construction Wank Classification: Alteration Permit Status: APPROVED Issue Date: 8/17/2015 Expiration: 02/13/2016 Parcel Number Applicant 1263 NE 94 Street Miami Shores, FL 1132050100070 Block: Lot: NUHOUSE INVESTMENTS INC Owner Information Address Phone Cell NUHOUSE INVESTMENTS INC 15751 SHERIDAN Street FORT LAUDERDALE FL 33331- (954)288-7886 Contractor(s) Phone CONSTRUCTION UNLIMITED GROUP (305)213-1878 Cell Phone Valuation: Total Sq Feet: $ 64,470.50 2197 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPLACING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : WINDOWS AND DOOF Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $39.00 $29.02 $29.02 $13.00 $1,934.12 $120.00 $42.00 $52.00 $2,258.16 Pay Date Pay Type Invoice # RC -5-15-55576 08/17/2015 Check #: 1465 05/15/2015 Credit Card Amt Paid Amt Due $ 2,058.16 $ 200.00 $ 200.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Planning Review Mechanical Review Plumbing Review Plumbing Review Building Review Building Review Building Review Building Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ing. Futhe , I authorize the above-named contractor to do the work stated. a IOW Authoriz d Signature: •w er / Applicant / Contractor / Agent August 17, 2015 Building Department Copy Date August 17, 2015 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION QBUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1263 NE 94th Street MAY i'ZU15 BY:_ FBC20tc 2 Master Permit No. (S'' 1 IS J Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores Folio/Parcel#:11-3205-010-0070 Occupancy Type: Res Load: County: Miami Dade Zip: 3.51'56 Is the Building Historically Designated: Yes NO No Construction Type:CBS Flood Zone: AE BFE: FFE: Phone#: 954-288-7886 OWNER: Name (Fee Simple Titleholder): Nuhouse Investments Inc. Address:15751 Sheridan Street, unit 145 City: Fort Lauderdale State: FL, Zip: 33331 Tenant/Lessee Name: Phone#: • Email: CONTRACTOR: Company Name: Construction Unlimited Group phone#: 305-213-1878 Address: 1329 Sunrise Road City: West Palm BeachState: FL Zip: 33406 Qualifier Name: Rene Tazioli Phone#: State Certification or Registration #: CGC1510851 . Certificate of Competency #: DESIGNER: Architect/Engineer: cube2 (architecture + design) Phone#: 786-235-2720 Address: North Miami Avenue, Suite 808 City: Miami State: FL Zip: 33127 Value of Work for this Permit: $ 0 Go 'lig 70 Square/Linear Footage of Work: 2197 Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace Description of Work: Replacing windows and doors, Reconfigure existing bathrooms Reconfigure existing Kitchen, New electrical work, sxTEl?lo g .PAI WA J ❑ Demolition Specify calor of}color thru'tile: Submittal Fee S.. :1 - • - 'Permit Fee $ ScanningfFee 4-2 Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ .p j 1 TOTAL FEE NOW DUE $2 43.- , / U 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: 1 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. -e-1-44V--- Signature-. OWNER or AGENT The foregoing instrument was acknowledged before me this i day of '1h't ,20 IS ,by 3,12-E(,vho is personally known to me or who has produced FIZ1-*SYS) 1 -0 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: S aLoGO ******************** APPROVED BY (Revised02/24/2014) SANDRA LUGO MY COMMISSION #FF065861. EXPIRES: OCT 24, 2017 JO' Signature The foregoing instrument was acknowledged before me this 11 day of KAY , 20 15 , by R%c. \c2..310 t 1. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: i Sign: f Print: N� Seal: ;;p:'"';: RAFAEL ALFONSO MY COMMISSION # EE200381 ��,,f1#** EXPIRES May 21 2016 •******************** 4o►ib4�!***** * ******* **** Plans Examiner Structural Review Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 1 CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 TAZIOLI RENE ,OSE CONSTRUCTION UNLIMITED GROUP INC 1329 SUNRISE ROAD WEST PALM BEACH FL 33406 Congratulations' With this license you become one of the roan)/ one million. Ron:ions licensed by the Department of Business and Professional RegOation. Our professionals and businesses range :it,:,... STATEEriOF FLORIDA from architects to yacht brokers. from boxers to barbeque restaurants. OF BUSINESS AND and they keep Florida's economy strong. .."-*' PROFESSIONAL REGULATION Every day we work tc improve he way we do business in order to CGC1510851 ISSUED, 08/26/2014 serve you better. For information about our services, please log onto virwriv.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you. subscribe to department newsletters and team more about the Deparxnents initiatives Our mission at the Department is. License Effribenry, Regulate Fairly We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Ronda. ar,d congratulations on your new license' DETACH HERE RICK SCOTT GOVERNOR CERTIFIED GENERAL CONTRACTOR TAZIOLI. RENE JOSE CONSTRUCTION UNUMITED GROUP INC CERT1riES ued.f prcvss,ons o; Ch 411V F$ cm:* suGn CI41,011MIX="a.. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Nerved bek-A..! IS CERTFIE7; U'rLre pr4v:zions of ..,ricpte Expiration date AUG 31, 2013 TAZOL. RENE JOSE CONSTRUCTION UNLIMITED GROUP INC 1329 SUNRISE ROAD WEST PALM BEACH FL 33406 0v2s70',.. D.SPIAv AS REQUIRED BY LAW SEO 4 LltatZaV02036. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100. Ft. Lauderdale, FL 33301-1895 — 954-831-40 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Business Name: CCNSTRUCTION UNLIMITED GROUP INC Owner Name: RENE JOSE TAZIOLI Business Location: 4201 N 32 CT HOLLYWOOD Business Phone: 954-235-4845 Rooms Seats Number of Machines: Employees 1 Receipt #:cENERAL3 CONTRACTOR (GENERAL Business Type:CONTRACTOR) Business Opened:04 /25/2006 State/County/Cert/Reg:CGC 1510 851 Exemption Code: For Vending Business Only Machines Vending Type: Professionals Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 4.05 0.00 0.00 31.05! THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature, You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. WHEN VALIDATED Mailing Address: RENE JOSE TAZIOLI 4201 N 32 CT HOLLYWOOD, :L 33021 Receipt 4/30A-14-00001097 Paid 11/18/2014 31.05 2014 - 2015 onu,wnn rnl IAITV 1 nn1 R11CtwpSS TAX RFC:FIPT `' May 12 2015 11:58AM Usl Insurance 3058280770 page 1 CERTIFICATE OF LIABILITY INSURANCE DATE (MMfDD(YYYYj 05/12/15 7111S 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 POUCIEB 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 poky(les) must be endorsed. If SUBROGATION IS WANED, 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 US -1 Insurance 3100 W 76th Street Hialeah, FL 33018 Phone (305)828-7222 Fax (305)828.0770 CONTACT PHONE EVELYN SANCHEZ EMCAIL ADDRESS: . (305)828-7222 List insurance3l ©att.net UVG. No): (305)828-0770 INSURER(S)AFFORDING COVERAGE NAIL INSURED CONSTRUCTION UNLIMITED GROUP, INC. 7725 W 29 Way Hialeah; FL 33018 (786)267-1997 INSURER A: GRANADA INSURANCE INSURER B : INSURER C: INSURER D : INSURER F : COVERAGES CERTIFICATE NUMBER: ";ER F : 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. ADDLJSUB NSF—3w ILTR TYPE OF INSURANCE GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑�-0 CLAIMS -MAD€ ®OCCUR 0 ❑ CL�NL AGGREGATE LIMIT APPLIES PER: "J POLICY 0 �,Ih - 0 LOC AUTOMOEILE LIABILITY ❑ ANY AUTO ❑ ALLOWNED ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ AUTO QED ❑ OS UMBRELLA LIAR 0 OCCUR I 1 EXCESS LIAB _ . AFD ❑ RE rrNTION.$ v"JRKERS COMPENSATION AND EMPLOYERS' LIABILITY Y(N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICLR(MEMI3ER EXCLUDED? (Mandatory In NH) I1' yes, doscribs under DESCRIPTION OF OPERATIONS below ❑ (:I AIMS -MADE N/A POLICY NUMBER 0185FL00064690 POLICY MLD(YYYiP (O/YYYY) (MD 11/14/2014 1 1/14!2015 UMITI EACH OCCURRENCE DAMAGE TO RENTED PREMISES (EE occurrence) $ 1,000,000.00 S 100,000.00 MED EXP (Anyone person) s 5,000.00 PERSONAL b ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE S 2,000,000.00 I'itODl;t: i a - [:OMP/OP AGG $ 2,000,000.00 $ FEo damSNGLE LIMrI s BODILY INJURY (Per person) f BODILY INJURY (Per accident $ PROPERrgAMAGE (PPer aaoj ort S $ EACH OCCURRENCE i A GRF(;ATF $ DESCI. r TION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more spc,:c .s rcqu trod) CON' • Rl1CTION I,JI I MI.ED GROUP LfCEN:jE NUMBER:CGC1510851 CERTIFICATE HOLDER ,.,'1;AT11 I;:;;:': BLDG DEPT 1UC50 N17: ?ND AVE MIAMI SHORES, FL 33138 171 TORY�LIIMITS ❑ FORµ E. L. r?ACH ACCIDENT E.L. 1) I S:I:° Air - F r1 EMPLOYEE E. 1. DISEASE - POLICY LIMIT CANCELLATION ACOPD 25 (2010/05) QF S E a S $ ,HU11LD ANY Of THE ABOVE Ur_;;CkIBEID POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLCYPRCVISIONS. AUTHORIZED RSEN © 198:-2010 ACC:;.;(: c.DRJORATION. All rights reserved. The ACORD nap. ):•.! (�;-., are registered marks ofACORD 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 Flonda Workers' Compensation law. EFFECTIVE DATE: 7/30/2014 EXPIRATION DATE: 7/29/2016 PERSON: TAZIOLI RENE FEIN: 134302325 BUSINESS NAME AND ADDRESS: CONSTRUCTION UNLIMITED GROUP INC 731 LIGON CREEK LOOP APT 101 WAKE FOREST NC 27587 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S . an officer of a corporation who elects exemption from this chapter by filing a certiricafe of election under this section may not recover benefits or compensatlon under this chapter. Pursuant to Chapter 44005(12), F.S.. Certificates of election to be exempt . apply only within the scope of the business or trade listed on the notice o1 electron to be exempt. Pursuant to Chapter 440.05(13). F.S.. Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if. at any lime after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at arty trne for facture of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 Notice to Owner — Workers' Com Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exem •tion 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. State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1'a day of i '- , 20 % . By OBER 1 CAB- -ER -A -FL -2 t. . • . 081 - O who is personally known to me or has produced as identification. Notary:' SEAL: SANDRA LUGO MY COMMISSION #FF065861 EXPIRES: OCT 24, 2017 Construction Unlimited Group, Inc May 13, 2015 State of Florida County of Miami Dade 1329 Sunrise Road, West Palm Beach, Fl 33406 Licensed & Insured CGC 1510851 Before me this day personally appeared Re. . k (01 who being duly sworn, deposes and says: That he will be the only person working on the project located at: 12. (.3 NE q(-1 M►kM1 5goatzS, ft_ 3313% Sworn to (or affirmed) and subscribed before me this i(( day of by ae.re, 1c�2►oL � ►RY.,, ; MAR:A H:RCIIA VALEPmN ti11.^."'fr NOTARY PUE?LIC %4-1i i A—a" OF FLORIDA Cc,.1 7.# EE1S3090 1'41° Exp rea 5 2/2016 . 2015 Personally Know Or Produced Identification F -60,-E",044 Type of Identification Produced Print, Type or Stamp of Notary ROSS MILLER Secretary of State 204 North Carson Street, Suite 4 Carson City, Nevada 89701-4520 (775) 684-5708 Website: www.nvsos.gov Articles of Incorporation (PURSUANT TO NRS CHAPTER 78) USE BLACK INK ONLY - 00 NOT HIGHUGHT 111111111111111111!111111111111111 Filed in the office of Dicouro13ento0N3u Number 21 41 -67 ' <<ra:d46.iii— Ross Miller Secretary of State State of Nevada Filing Da e and 'Time 0111812013 12:48 PM Entity Number E0027282013-2 {This document was filed electronically.) ABOVE SPACE IS FOR OFFICE USE ONLY 1. Narne of Corporation: NUROUSE INVESTMENTS, INC 2. Registered Agent for Service of Process: (check only one box) NICommercial Registered Agent: THE ENTITY COMPANY, LLC Name El Noncommercial Registered Agent (name and address below) OR 0 Office or Position with Entity (name and address below) Name of Noncommercial Registered Agent OR Name of Title o1 Office or Other Position with Entity Nevada' Street Address City Ztp Code Nevada' Mailing Address different from street address) City Zip Code 3. Authored Stock: (number oi shares corporation is authorized to issue) Number of shares with par value: Par value per share: $ Number of shares without par value: '75000 4. Names and Addresses of the Board of Directors/Trustees: (each Director/Trustee must be a natural person al least 18 years of age; attach additonal page it more than Iwo directors/trustees) 1) ROBERT ZEMN/ CKIS Name 6580 INDIAN CREEK DR 4301 Stree1Address 2) MIAMI BEACH City ROBERT CABRERA Name 33141 State Zip Code 6580 INDIAN CREEK DR 4301 Street Address MIAMI BEACH City PL Stale 33141 Zip Code 5. Purpose: (optional: see instrucions) The purpose of the corporation shall be: ANY LEGAL PURPOSE 6. Name, Address and Signature of incorporator: (attach addfional page if more than one incorporator) JULIE td/LLS Name XJULIE MILLS Incorporator signature 701 N GREEN VALLEY PKWY STE 200 Address HENDERSON City NV 8904 Stale Zip Code 7. Certificate of Acceptance of Appointment of Registered Agent: I hereby accept appointment as Registered Agent for the above named Enfity. XTHE ENT/TY COMPANY, LLC i1/18/013 Authorized Signature of Registered Agent or On Behalf of Registered Agent Entity Dale This form must be accompanied by appropriate fees. Nevada Secretary of State NAS 78 Articles Revised: 4-10-09 • .... . . . .. •• •. • • .• • •. .• • . • • . • •. •. •. •. . . • . •. •••. •. • • • •. •. . •. •. . • •••..... • .•.• • ... •. •. • . . • • . • . • •.. • •.. • •• • • .• • • . .• •• . . • .. . . . • .• .. • • • JUL 2 3.2015 BY: bONS.1'RUGTIDIa.UNLIMITED GROUP, INC. Licensed & Insured • 7725 VVa9 WAY, Hialeah, FL 33018 :TOI: 3,p5-213-1878 - CGC 1510851 • • . • • • • .. ••... CONSTRUCTION ESTIMATE Project Address: 1263 NE 94 St, Miami Shores, FL 33138 Owner/Client: Nuhouse Investments, Inc. Tel: 954-288-7886 email: rob@nuhouseinvestments.com Estimate Total: DCIS-IIS3 $47,920.50 Date: 7/9/2015 I am pleased to have the opportunity to present our professional services to you for your project. I have determined the total price based on the required scope of work, which is as follows: NI 1263-01 Description Comments Amount Subtotal Demolition Remove, haul away and dump all cabinets, interior doors, front trellis, countertops, fixtures, tiles and partition walls as per plans. $4,200.00 Framing and Drywall Supply and Install new 3-5/8" 25 MSG metal stud framing in new interior partition walls with 1/2" drywall each side. New joint tape on all new joints. Plaster new joints to a smooth finish. $3,450.00 Interior Wall Prepwork Flooring. Sub - Floor. Hardie Flooring. Porcelain tiles Patch all wall holes and imperfections and plaster to a smooth $1,500.00 Supply and Install 1/2" Hardie panels as sub -floor for new tiles. $1,820.00 Baseboards Windows and Exterior Doors Bathroom Walls Bathroom Tiles Kitchen Back Splash Paint Interior Interior Doors Shower Doors Structural. Openings Exterior Wood Deck Fascia Boards Mud -set tiling. Install up to 24"x24" porcelain tiles on floors, straight with 1/16" joints. Tiles Installation ly. Setting materials are included. Tiles byOwner. Supply and Install 5-1/4" MDF square painted baseboards on all walls selected by owner. Installation of impact windows and doors. Windows and doors supplied by owner. Supply and install new durock on shower walls and greenboard on all bathroom walls. Install porcelain tiles a athroom walls and shower floors. Tiles by owner Install backsplash mosaic tile in kitchen. Tiles byOwner0 Walls and ceiling. 1 coat of primer and 2 coats of paint. Flat finish paint is included selected by owner. Supply and install all interior doors with solid core doors. All hardware byOwner. Supply and install glass shower doors Re -size, modify or block 5 openings on existing structural walls Remove and replace all damaged wood planks. Joists replacement are not included. Repair existing fascia boards and eve vent screens as per visual inspection $7,525.00 $1,250.00 $2,200.00 $1,650.00 $2,200.00 $350.00 $3,200.00 $2,450.00 $1,800.00 $3,600.00 $650.00 $275.00 Contractor ( ) and Owner ( ) ( ) acknowledge receipt of a copy of this page. (Initials) Page 1 of 2 Stucco Pressure Cleaning Paint. Exterior • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • ••• • ••• • ••• • • • • • • • • • • Flppair and patch extewor %tucco as needed for painting • @ 6" witft.•Patcti new•operii+igs and repair existing Pressure clean all roofing and exterior walls • e Wats nd•eaves. 2 zoataf primer and 2 coats of paint. Flat f(j pamt4.noluded ?Glinted by Owner. Waterproof paint for •,rear vcooc1 deck•is�ncluded. . ••• •• $1,250.00 $350.00 $1,950.00 Contractor's Overhead and 15% of total cost Profit $6,250.50 Exclusions: Permit fees and permit running FFE (fumiture, fixtures and equipment) Utilities to be covered by owner during construction HVAC work No electrical work No plumbing work No roof work No kitchen cabinets or counter top surfaces No Specialty hardware This estimate is valid for 30 days. Sincerely, Enrique Rodriguez Construction Unlimited Group, Inc. Owner Approval Signature Date Contractor ( ) ( ) and Owner ( ) ( ) acknowledge receipt of a copy of this page. (Initials) Page 2 of 2 • • •••• • •• • ••• •• •• • • • •• ••• • • • • • •• • • • • • • • Pro � air•:.:•: • •••• State License -E a0d13t ••. 1 Cir cal Contractors, Inc. • • • • • • • • • July 16, 2015 • • • • • • ••• • •• • • • •• ••• •• • • • • •• • • • • • • • • •• • • • • • ••• •• ROB CABRERA NUHOUSE INVESTMENT 15751 SHERIDAN STREET mY 145 FT.LAUDEEDALE, FL. 33331 ***PROPOSAL*** REF: RESIDENCE AT 1263 N.E 94 STREET MIAMI SHORES.FL 33138 Dear ROB, Prostar Electrical Contractors, Inc. respectfully submits this proposal in conjunction with electrical work to be performed at the above reference project any and all additional items that need to be added, whether required by code or otherwise, are not included in this proposal all electrical wiring will be done in Romex cable Scope of work: As per Blue Print Dote 05/04/2015 NOTE: All lighting fixtures supply by Owner .4A At a cost of $9,200.00 Cost break down. Labor $ 5,500.00 Materials $ 3,700.00 Armando LEON President CEO 11569 S.W 5 STREET MIAMI, F1.33174 P. (786) 307-4295 F. (305) 468 0322 Email: a.leon@prostarelectrical.com Pcii07),4 FIAT PLUMBING AND GENERAL CONTRACTOR, INC. 2727 SW 36 AVENUE MIAMI, FLORIDA 33133 PHONE: 305-446-6366 FAX: 305-774-7033 Afiat(a.aol.com or afiat59(a~gmail.com # 15-0985 7/27/2015 To: NUHOUSE INVESTMENT 1263 NE 94 STREET MIAMI SHORES, FLORIDA 33138 Job: NUHOUSE INVESTMENT 1263 NE 94 STREET MIAMI SHORES, FLORIDA 33138 We, hereby, submit specification and estimates for the following: • BID PRICE INCLUDES THE FOLLOWING: Sanitary piping (PVC) / Water piping (COPPER) Fixture and equipment connection and installation. • FIXTURE (WHERE APPLICABLE) TO BE AS FOLLOWS: TO BE SUPPLIED BY OWNER i NOTES: • PRICE BASED ON BID PLANS • LEAD ROOF STACKS BY OTHERS • A/C CONDENSATE DRAINS BY OTHERS • FIRE COLLARS, WHERE APPLICABLE • FIRE STOPPING BY OTHER • PERMIT FEES NOT INCLUDED IN PRICE • CONCRETE CUTTING BY OTHERS .. ... . . • . • • • . . .. .. .. •.. .. . . . .. • •.. ..... . . •• • • . • •• • • • .•• .. . ....• . . • . • •• • • •• •• • • • • ••• •• • • •••• • •.. • • • • ..• ••••••• • • •• •• • • •• • •••• •• •• •• • • • •• • •• • • • • •• •• • • • • ••• •• • • • ••• •• • We, hereby, propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of FIVE THOUSAND DOLLARS ($ 5,000.00) To be pay as follows: 1s` payment: $ 1,500.00 DEPOSIT 2"d payment: $ 1,500.00 at rough inspection 3rd payment: $ 1,500.00 at tub and water inspection 4th payment: $ 500.00 at fixture installation All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standards practices. Any alteration or deviation from above specifications involving extra cost, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. This proposal is subject to acceptance within 30 days and is void thereafter at the option of the undersigned. If you should have any further questions, please feel free to contact me at (305) 446-6366 )00 Jorge' A. Fiat #15-0985 President ACCEPTANCE OF PROPOSAL The above prices, specification and condition are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED BY: DATE: . • • • • • • • • • • • • • • • • •• • • •• ••• •• • . • • • • ••• •• ••• • • •• • •• • • .. • • • • • • .• • • • • • • • • • • • ••. ••• •• '•' ••• • ••• • • • • ••• • • •• •• •• . • • • •••• • • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • •• • • •••• • • . ... • •• •• • • • ••• •• • • • • • •• •• ••• . • • • • • • =cot •ItIJN Syclert6 0-1,r,^ • • • • • •• • • ••• • • • • •._• UNITY WINDOW • •.. • . . • • • • • • • • UN ITY WINDOWS' Prepared By 911.4 NW.106th $trent • • • •. • • 14eDLcY FL 33 •. ••• • ••• • P:305-863-2223 •. . F.:'3,O5;Sf 3-Q€91 � • • • • • • • ••. • •• . • •• . • • • www.i3rTitysitndows" om •• . . • . • ••• .. Email Date Cruz Gomez Estimate # Job Name Estimate cruz@unitywindows.cori Wednesday, July 22, 2015 67569 NU HOUSE INV Rob#7 job 1263 rie 94 st Mark Description Qty Unit Price Subtotal 1 Horizontal Rolling Window 60 L.M.I. XO Wt iter 74" X 38 5/E" 4 S402.91 $1611.63 Glass: Clear 1/8 HS + Clear .090 PVB + 1/8 HS Screen: Yes 2 Single Hung Window 50 L.M.I. Equal Lites White 42" X 63" 3 $347.48 S1042.44 Glass: Clear 1/8 ANN + Clear .090 PVB + 1/8 ANN Screen: Yes 3 Horizontal Rolling Window 60 L.M.I. XO White '74" X 50 5/6" 2 $517.94 S1035.87 Glass: Clear 1/8 HS + Clear .090 PVB + 1/8 HS Screen: Yes 4 Single Hung Window 50 L.M.I. Equal Lites WWJhi.:e 37' X 38 5/8" 2 $254.97 $509.94 Glass: Clear 1/8 ANN + White .090 PVB + 1/8 ANN Screen: Yes 5 Single Hung Window 50 L.M.I. Equal Lites White 37' X 63" 1 $317.05 $317.05 Glass: Clear 1/8 ANN + Clear .090 PVB + 1/8 ANN Screen: Yes 6 Single Hung Window 50 L.M.I. Equal Lites White 37" X 38 5/8" 1 $228.90 $228.90 Glass: Clear 1/8 ANN + Clear .090 PVB ;- 1/8 ANN Screen: Yes 7 French Door 600 - L.M.I. X Left White 33" X 82" Glass: Clear 1/8 HS + Clear .090 PVB + 1/8 HS 2 Flush -Bolts + Active Handle & Deadbolt Prep 1 S653.92 $653.92 8 French Door 600 - L.M.I. X Right White 39" X 82" 1 $730.27 $730.27 Glass: Clear 1/8 HS + Clear .090 PVB + 1/8 HS 2 Flush -Bolts + Active Handle & Deadbolt Prep 9 French Door 600 - L.M.I. XX Left White 72' X 86" 3 51241.90 S3725.70 Glass: Clear 1/8 HS + Clear .090 PVB + 1/8 HS 4 Flush -Bolts + Active Handle & Deadbolt Prep Page 1 of 2' i • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • :rte trl dnw i 'em; Orlirv. • • • • • • • • • • ••• • • • • ••• UNITY WINDOWS • •• • • • 9114 NY11406th $tres.. • • • • • • • •• • • • • • •• M DLcY f L 331,7 • 8 • • P:305-863-2223 UNITY WINDOWS' Prepared By • : F: 5:6q3-gP91 . • ••• • • • • •• • • • wnw.t rSit,v ndows.:arn •• • • • • • ••• •• Email Cruz Gomez Estimate # cruz@unitywindows.con Job Name Estimate Date Wednesday. July 22, 2015 67 569 NU HOUSE INV Rob#7 job 1263 ne 94 st Comments Total Units 18 Total Material S9855.71 Tax $689.90 Installation $0.00 Permit Fees $0.00 Other Fees $0.00 Total $10545.61 Page 2 of 2 • • ••• • • • ••• •• •• • • • •• •• • 1461 W 12th Av.e•Su!e t • Pompano beeeh,1F L 39069• • • • 786-516-1834 Luca oNaaOworicit�g@g=nail.com • • • •• • • •• • • • •• • • •• • • •• •• u • •• • • • ••• •• • • PROPOSAL • •• Bill To: Nuhouse Investments 1263 NE 94 ST Miami Shores, 33138 • • •• • • • •• • • • • ••• •• • • DATE: PROPOSAL # July 16, 2015 116 DESCRIPTION AMOUNT Custom Cabinet by design plywood construction, finish wood veneer kitchen cabinets per plan bathroom vanities per plan granite counter tops per plan Material no in stock, will take 2 to 3 weeks to be available, cabinet manufacture 2 weeks from date of signed invoice $ 11,750.00 SUBTOTAL DEPOSIT OTHER PAYMENT TOTAL Make all checks payable to Luca Woodworking NOTE: the remaning balance will be collect the instalation day THANK YOU FOR YOUR BUSINESS! $ 11,750.00 $ 5,875.00 $ 5,875.00 1263 NE 94 ST MIAMI SHORE 33138 MATERIAL ESTIMATES plumbing fixtures kitchen & bath* -�L door hardware* 3 Tight fixtures* .Z/ bath tiles 218 sq ft x 5.50 p/ft* ✓a backsplash tiles 55 sq ft x 10.00 p/ft* kP flooring tile 2150 sq ft x 2.00 p/ft* * materials have yet to be specified $2,000.00 $950.00 $1,850.00 $1,200.00 $550.00 $4,300.00 ONir iTOTAL --- _ : � _ �. Y $10,850.004 T$47,920.50 $9,200.00 $5,000.00 $10,545.61 $11,750.00 • • • • • • • • . • • • • • . • • •• •• ••• • • ••• • • • • • • • • • . • .• • . • •• • •• • • •••• • • • •• •• • • • • • • • • • • • •••• • •• •... • • • • • • • 0. •• • .• .• •• ••. • • GC Electrical Plumbing Windows & Doors Cabinetry Project Total $95,266.11 12c- �� (is3 A CERTIFICATE OF LIABILITY INSURANCE DATE(MMiDD""") 02/17/16 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, subJOCt 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 US -1 Insurance 3100 W 76th Street Hialeah, FL 33018 Phone (30.5)828.7222 Fax (305)828-0770 I INSURED CONSTRUCTION UNLIMITED GROUP, INC. 7725 W 29 Way Hialeah, FL 33018 (786) 267-1997 CONTACT NAME: EDUARDO VALDES 1 A(NMCCA.NI e Ext): ti( 3s05)s82an8-ce7232l2a att. net ADDRESS: INSURER(S) AFFORDING COVERAGE a tNe) (305)828-0770 NAIC Ir INSURER A: GRANADA INSURANCE INSURER B : INSURER C INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IMO CE EX LTR GENERAL UABILITY 'EACH OCCURRENCE 1 —THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS RTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR. ADDIJSUBR' I POLICY EFF : POLICY EXP . LIMITS TYPE OF INSURANCE POLICY NUMBER _ L(MM/DO/YYYV).: pa /DDlyvYY).,__------ s 1,000,000.00 A __NSR!WVD. • COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE 111 OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY El .EC ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AVTO ❑ AU70S NED ❑ MIRED AUTOS ❑ ❑ El UMBRELLA UAB ❑ OCCUR L ❑ EXCESS LUIS ❑ CLAIMS -MADE ❑ DED ❑ RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N , ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED?•� N / A (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below 0185FL00064690 11/14/2015 DAMAGE TO RENTED 100 000.00 PREMS(Eaurrence) I S ' MEO EXPISE(Any oneoccperson) i $ 5,000.00 1,000,000.00 2,000,000.00 11/14/2016 7—PERSONAL 8 ADV INJURY i S _GENERAL AGGREGATE I $ PRODUCTS - COMP/OP AGG . r _ 'S $ 2,000,000.00 SCHEDULED ❑ AUTOS NON -OWNED ❑ AUTOS DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CONSTRUCTION UNLIMITED GROUP LICENSE NUMBER:CGC1510851 CERTIFICATE HOLDER MIAMI SHORES BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ACORD 25 (2010/05) QF CANCELLATION C OMBNdEDDtSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) S PROPERTY DAMAGE S (Per accident) , .. . $ 1 EACH OCCURRENCE _ S AGGREGATE S S L-1 TORYTLIMI1 _ ERH.. -_.E.L. EACH ACCIDENT S E.L. DISEASE • EA EMPLOYE S E.L DISEASE - POLICY LIMIT $ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCO r • NCE WITH THE POLICY PROVISIONS. RESENTATIV r ®1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Forsythe APPRAISALS, LLC Providing Quality Appraisals and Unparalleled Service Since 1940 File No. F-69634-15 Client: NuHouse Investments 1116NE92St Miami Shores, FL 33138 Borrower: NuHouse Investments Inc. Address: 1263 NE 94th St Miami Shores, FL 33138 Value: $ 575,000 Date: 07/17/2015 Appraiser: Paloma Longa Hernandez 855-308-5399 ordmia@mia.forsytheappraisals.com License: Cert Res RD4295 ....... . .. .. The Nation's Largest Indepe NnC P:o :•r r• 3�esldential Appraisals •www.forsytheappraisals.com . ... . ... . . . 222 East LLt*e Genada TZoad, S�uite135,.St:Paul, MN 55117 . .. . .. .... ... . ... . . . .... . . . •S.. • Form FORSGA1V-'70TAi" apprLatso$waraby ata r odd, inc. -1-800-ALAMODE . .. .. . . . .. .. ... . . . ... . . Forsythe Appraisals, LLC. RESIDENTIAL APPRAISAL REPORT FileNo.: F-69634-15 SUBJECT Property Address: 1263 NE 94th St City: Miami Shores State: FL Zip Code: 33138 County: Miami Dade Legal Description: Miami Shores Bay_View PB 40-16 Lot 8 Lot Size 75.000 x 125 Assessor's Parcel #: 11-3205-010-0070 Tax Year: 2014 R.E. Taxes: $ 10,873.86 Special Assessments: $ 0 Borrower (if applicable): NuHouse Investments Inc. Current Owner of Record: NuHouse Investments Inc. Occupant: ❑ Owner ❑ Tenant X Vacant Manufactured Housing Project Type: ■ PUD ❑ Condominium • Cooperative p Other (describe) HOA: $ 0 ❑ per year ❑ per month Market Area Name: Miami Shores Bay View Map Reference: 53-42-05 Census Tract 0012.06 The purpose of this appraisal is to develop an opinion of: Li Market Value (as defined), or X other type of value (describe) Market value and depreciated improvements cost This report reflects the following value (d not Current, see comments): X Current (the Inspection Date is the Effective Date) ❑ Retrospective ❑ Prospective _ Approaches developed for this appraisal: dQ Sales Comparison Approach X Cost Approach ❑ Income Approach (See Reconciliation Comments and Scope of Work) ASSIGNMEI Property Rights Appraised: X Fee Simple • Leasehold ❑ Leased Fee ❑ Other (describe) Intended Use: The intended use of this appraisal report is to establish market value and depreciated improvements cost foLpersonal use and also to demonstrate depreciated cost to building department. Intended User(s) (by name or type): The intended user of the appraisal port is the lender/client. Client: NuHouse Investments Address: 1116 NE 92 St, Miami Shores, FL 33138 Appraiser: Paloma Longa Hemandez Address: 9737 NW 41st St. Suite 1043 Doral, FL 33178 z oProperty li ci Location: ❑ Urban X Suburban U Rural Built up: X Over 75% ❑ 25-75% ❑ Under 25% Growth rate: ❑ Rapid X Stable ❑ Slow values: ►j Increasing ❑ Stable ❑ Declining Demand/supply: ❑ Shortage p In Balance ❑ Over Supply Marketing time: ❑ Under 3 Mos. )J 3-6 Mos. ❑ Over 6 Mos. Predominant Occupancy IX Owner ❑ Tenant ❑ Vacant (0-5%) X Vacant (>5%) One -Unit Housing PRICE AGE $(000) (yrs) 105 Low 0 Present Land Use One -Unit 80 % Change in Land Use IXi Not Likely ❑ Likely * ❑ In Process * * To: 2-4 Unit 5 % Multi -Unit 5 % 4 000 High 91 Comm'1 5 % 580 Pred 61 VcMlScholVPark 5 % MARKET AREA DES Market Area Boundaries, Description, and Market Conditions (including support for the above characteristics and trends): Overall values are considered to be stable to increasing_based on a market analysis of closed sales within the prior 12 months in the defined market area. Due to the reduction of distress sales & listings in the market, inventory has declined, this has slight' increased the demand which has resulted in fluctuations as noted in collateral analytics and market analysis performed. z 0 r= a Dimensions: 75.000 x 125 Site Area: 9,375 sf Zoning Classification: R-25 Description: Single -Family Med.-Density (2-5 DU/Gross Acre). Zoning Compliance: X Legal ❑ Legal nonconforming (grandfathered) ❑ Illegal ❑ No zoning Are CC&Rs applicable? Li Yes ❑ No Lj Unknown Have the documents been reviewed? ❑ Yes ❑ No Ground Rent (if applicable) $ / Highest & Best Use as improved: X Present use, or ❑ Other use (explain) Actual Use as of Effective Date: Residential Use as appraised in this report: Residential Summary of Highest & Best Use: The subject property as of the effective date of this appraisal report is being used a residential, which is the hlci hest and best use. The subject is located in an established residential area and is not likely to change. SITE DESCRI Utilities Public Other Provider/Description Off-sitelmprovements Type Public Private Topography Appears level to grade Electricity X ❑ Street Paved Asphalt X ❑ $1Ze 0.22 ac Gas ❑ ❑ None Curb/Gutter None ❑ ❑ Shape Rectangular Water gi ❑ Sidewalk None ❑ ❑ Drainage Adequate Sanitary Sewer X ❑ Street Lights None ❑ ❑ View NiRes Storm Sewer X ❑ Alley None ❑ ❑ Other site elements: X Inside Lot [] Comer Lot _] Cul de Sac Li Underground Utilities [] Other (describe) FEMA Spec'I Flood Hazard Area b( Yes ❑ No FEMA Flood Zone AE FEMA Map # 12086C0306L FEMA Map Date 09/11/2009 Site Comments: The appraiser has not checked land records for recorded easements. No apparent easements encroachments & other apparent environmental adverse conditions were noted in the improvements, on the site or in the immediate vicinit rt' of the subject property. TION OF THE IMPROVEMENTS I General Description # of Units 1 ❑ Acc.Unit Exterior Description Foundation Concrete Foundation Slab Concrete Basement X None Area Sq. Ft. 0 Heating Type FWA # of Stories 1 Exterior Walls CBS Crawl Space Yes % Finished 0 Fuel Electric Type ►'4 Det. ❑ Att. ❑ Roof Surface Tile Basement None Ceiling Design (Style) Ranch Gutters & Dwnspts. None Sump Pump [] Walls Cooling C? Existing ❑ Proposed ❑ Und.Cons. Window Type Awnir g Dampness II Floor Central Yes Actual Age (Yrs.) 63 Storm/Screens Yes Settlement Outside Entry Other Fans Effective Age (Yrs.) 25 Infestation Interior Description Floors Tile/Wood/Plywood Appliances Refrigerator ❑ Attic ❑ None Stairs ❑ Amenities Fireplace(s) # 0 Woodstove(s) # 0 Car Storage ❑ None Garage # of cars ( 4 Tot) Walls Drywall Range/Oven ❑ Drop Stair ❑ Patio Offen Attach. 0 Trim/Finish Wood/Paint Disposal ❑ Scuttle X Deck Wood Detach. 0 Bath Floor Cer. Tile Dishwasher X Doorway ❑ Porch Open Btt-In 0 Bath Wainscot Cer. Tile Fan/Hood ❑ Floor ❑ Fence None Carport 0 Doors Wood Microwave ❑ Heated ❑ Pool None Driveway 4 Washer/Dryer ❑ Finished ■ Surface Brick Pavers Finished area above grade contains: 7 Rooms • • • g • Bedrooms • • • 2_0• .Bath(s) 2,290 Square Feet of Gross Living Area Above Grade 1 DESCRIP Additional features: No additional features noted. ••—• •—• �.__• - • •-• •---• • • • • • • • • Describe the condition of the properly (including physical, functional and extemal obsolescence): The subject appears to be in average condition rating based on an interior/exterior in fiction of the subject. The subject property's kitchen and bathrooms appear to be original and have not been updated within the past 15 years. The living room floor ha§bgefl tdrnoyerapdatp piyw ibg. IIT _subject property appears to have a converted garage which is recognized by the county, however, it OW as an altetAtion vjithout NiibQig)nd there is a toilet (see attached photos) which does not constitute a half bathroom as it does not have a�ink;The srjgjr ct pjdperty%gginped with a generator. The_gara_ge convertion has a storage area, a den and a laundry closet. rano D C C 1 n C MTI A 1 Copyright® 200At fla ripe, lnc.=hispmtnaf bb itproIIuced unOodified wdhout written permission, however, a la mode, inc. must be acknowledged and credited. Form GPRES2 - "TOTAL" 3ppcaissiItViv3re b la diode, i3c. - 1-800-ALAMODE • • • • • • • • • • • • ••• • • • ••• • RESIDENTIAL APPRAISAL REPORT FileNo.: F-69634-15 TRANSFER HISTORY My research b( did ❑ did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): IMAPP, SEFMLS, MiamiDade public records 1st Prior Subject Sale/Transfer Analysis of sale/transfer history and/or any current agreement of sale/listing: Per MiamiDade records there has been Date: 12/11/2014 only one transfer within thepast 3years preceeding the effective date of this appraisal report, it seems to Price: 575,000 have been an Arms Length Transaction. Source(s): MiamiDade records/IMAPP 2nd Prior Subject Sale/Transfer Date: Price: Source(s): ES COMPARISON APPROACH SALES COMPARISON APPROACH TO VALUE (if developed) ❑ The Sales Comparison Approach was not developed for this appraisal. FEATURE . SUBJECT COMPARABLE SALE # 1 COMPARABLE SALE # 2 COMPARABLE SALE # 3 Address 1263 NE 94th St Miami Shores, FL 33138 917 NE 90th St Miami Shores FL 33138 1173 NE 103rd St Miami Shores, FL 33138 1352 NE 104th St Miami Shores, FL 33138 Proximity to Subject 0.45 miles SW 0.56 miles N 0.59 miles N Sale Price $ $ 570,000 $ 670,000 $ 590,000 Sale Price/GLA $ /sq.fL $ 235.63 /sq.fL $ 292.32 /sq.ft., — $ 242.00 /sq.ft. Data Source(s) Inspection SEFMLS #A2081043 -DOM 76 SEFMLS #A1966206 -DOM 92 SEFMLS #A1940495;DOM 42 Verification Source(s) IMAPP/MiamiDade IMAPP/MiamiDade records IMAPP/MiamiDade records IMAPP/MiamiDade records VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +(-) $ Adjust. DESCRIPTION +(-) $ Adjust. DESCRIPTION +(-) $ Adjust. Sales or Financing Concessions ArmLth Conv;0 ArmLth Conv;0 ArmLth Conv;_O Date of Sale/Time s06/15;c05/15 s10/14;c09114 s07/15A6/15 Rights Appraised Fee Simple Fee Simple Fee Simple Fee Simple Location N;Res, N;Res; N;Res; NiRes; Site 9,375 sf 9975 sf 0 9,581 sf 0 8 850 sf 0 View N;Res; N;Res; N;Res; N Res Design (Style) Ranch Ranch Ranch Ranch Quality of Construction Q4 Q4 Q4 Q4 Age 63 75 0 67 0 60 0 Condition Average Avera a Good -50 000 Avg/Good -25,000 Above Grade Total l Bdrms Baths Total Bdrms Baths Total Bdrms Baths Total Bdrms Baths Room Count 7 3 2.0 7 3 2.1 -1,000 7 3 2.0 7 3 2.0 Gross Living Area 2,290 sq•ft• 2 419 sq•ft• -9,700 2,292 sq.ft. 0 2 438 sq.ft. -11 100 Basement & Finished Rooms Below Grade Osf Osf Osf Osf Functional Utility Average Average Average Average Heating/Cooling Central Central Central Central Energy Efficient hems Standard Standard Standard Standard Garage/Carport Cony. Garage 1 Car Garage -10,000 2 Car Garage -20,000 2 Car Garage -20,000 Porch/Patio/Deck Patio/Porch Similar 0 Similar0 Similar 0 Pool None None None None Net Adjustment (Total) ❑ + bQ - $ -20,700 ❑ + X - $ -70 000 ❑ + X - $ -56,100 Adjusted Sale Price of Comparables $ 549,300 $ 600,000 $ 533,900 aSummary u) of Sales Comparison Approach Each of the reported sales provides a reliable indication of market value for the subjectproper r. The sales provided are considered physically similar, have similar extemal influences, are located in the same or similar market area and have the same basic appeal to the marketparticipants as the subjeclproperty. The sales provided would compete with the suJect property for potential buyers. Also, active listings and pending sales were analyzed and were given consideration based on current market trends. All efforts were made to utilize comparable sales which closed less than six months prior to this report. .. •,•• • • • • • •• 41---4,•41---4,• .-. • • • • • •• • • • • • ----4, •-- -04 -0 -0-•-• 140 .•----•- • . • • • • • • • • • •-• H-.•-• • •-► • • .•• • ••• • • • • • 4 1--4 4-4-4-0- -•-•-0- • • • • • • • • • N • • • • 0--0---1 -4 • • • • • • • • • • ••1--1 ••• . • . Indicated Value by Sales Comparison Approach $ 575 000 fr' D C Clint A ITI A I Copyright© 2007't 2Ia rtrde, inc.'Jhis=ommma f 1 Itprotuced untoddied without written pem ssion, however, a la mode, inc. must be acknowledged and credited. Form GPRES2 - "T1�'AL"'Jpprais:I sr fiv:re b¢a la mode, i:c. - 1-800-ALAMODE • • • 4.0 . • • • • • • 000 • • • 000 • • RESIDENTIAL APPRAISAL REPORT FileNo.: F-69634-15 COST APPROACH TO VALUE (if developed) ❑ The Cost Approach was not developed for this appraisal. Provide adequate information for replication of the following cost figures and calculations. Support for the opinion of site value (summary of comparable land sales or other methods for estimating site value): Site value is based on vacant land sales, and land abstraction method when data is available. If there are no land sales to abstract an estimated site value,cou n assessments factors would be used in an effort to estimate the subject's site value. The subject's land value ratio is typical of the area as evidenced by market data. This does not adversely affect marketability of the subject. cos APPROACH [62Gƒ('EI#fRr, H/—y.fD § #n6'337#I/7 n._ E a E .l■ $ 2,# _ =-1a) 0- �nE� § f R 0 / / , & / # & = g \ £ 8 J & _ k\ en c�� Ik?k K § / m § l A / / FAfE°k0E§ 2g E� k / cn — k _\ < § a m @ ° § _ Ca ICU • kn /� 0 c, k�I@2_-}2°/57 F,. %) 0 e 2\ K ,. f 6.. g R a 7 c 7 . m 3 , 0= al ea, �k a•aƒA4.\/ § ƒ k k =, c - ■ ,1 c§0E°o#■ 6P999 la. 990 ¥*$A� k/Z@/£/ @ 3 n $ % leo $ k I° I� / 11 OPINION OF SITE VALUE =$ 324,000 DWELLING 2,290 Sq.Ft. @ $ 143.50 _ _ _ _ _$ 328,615 0 Sq.R. @ $ Sq.Ft. @ $ _ _ _ _ _$ Sq.Ft. @ $ _ _ _ _$ Sq.Ft. @ $ _$ Wood deck,g_enerator, landscaping_ _ _ _ _ _$ 25,000 Garage/Carport Sq.Ft. @ $ - =$ Total Estimate of Cost -New _ _ _ _ =$ 353,615 Less Physical Functional External Depreciation 126,276 =$( 126 276) Depreciated Cost of Improvements =$ 227,339 "As -is" Value of Site Improvements =$ 5 000 =$ _$ Estimated Remaining Economic Life (if required): 45 Years INDICATED VALUE BY COST APPROACH =$ 556,339 INCOME APPROACH 1 INCOME APPROACH TO VALUE (id developed) X The Income Approach was not deve oped for this appraisal. Estimated Monthly Market Rent $ X Gross Rent Multiplier = $ Indicated Value by Income Approach Summary of Income Approach (including support for market rent and GRM): n/a PUD PROJECT INFORMATION FOR PUDs (if applicable) ❑ The Subject is part of a Planned Unit Development. Legal Name of Project: Describe common elements and recreational facilities: RECONCILIATION . | Indicated Value by: Sales Comparison Approach $ 575,000 Cost Approach (if developed) $ 556,339 Income Approach (if developed) $ Final Reconciliation This report has been developed in accordance with 2014-15 USPAP appraisal requirements and communicated in an Appraisal Report Format. Primary consideration was to the Sales Comparison Approach. The_prices were reconciled in the sales approach and the estimated market value provided is considered reasonable and given credible. The cost & income approaches were considered, however market sales were considered the most reliable. Personal property was not included in the estimated value. This appraisal is made X "as is", ❑ subject to completion per plans and specifications on the basis of a Hypothetical Condition that the improvements have been completed, ❑ subject to the following repairs or alterations on the basis of a Hypothetical Condition that the repairs or alterations have been completed, ❑ subject to the following required inspection based on the Extraordinary Assumption that the condition or deficiency does not require alteration or repair: ❑ This report is also subject to other Hypothetical Conditions and/or Extraordinary Assumptions as specified in the attached addenda. Based on the degree of inspection of the subject property, as indicated below, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser's Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $ 575,000 , as of: 07/17/2015 , which is the effective date of this appraisal. If indicated above, this Opinion of Value is subject to Hypothetical Conditions and/or Extraordinary Assumptions included in this report See attached addenda. ATTACHMENTS A true and complete copy of this report contains 19_ pages, including exhibits which are considered an integral part of the report. This appraisal report may not be properly understood without reference to the information contained in the complete report Attached Exhibits: X Scope of Work X Limiting Gond/Certifications ❑ Narrative Addendum X Photograph Addenda X Sketch Addendum X Map Addenda X Additional Sales X Cost Addendum X Flood Addendum ❑ Manuf. House Addendum ❑ Hypothetical Conditions [1 Extraordinary Assumptions ❑ ❑ ❑ SIGNATURES Client Contact: Client Name: NuHouse Investments E -Mail: Address: 1116 NE 92 St, Miami Shores, FL 33138 APPRAISER \ .16ii?,5,. Appraiser Name: Paloma Longa Hernandez • • • • • • • • SUPERVISORY APPRAISER (if required) or CO -APPRAISER (if applicable) Supervisory or CoAppraiserNeme: Company: Forsythe Appraisals LLC • •:: ; of p•a :.. • •; • Phone: 855-308-5399 Fax:• • • •• •• Phone: • • Fax: •• Nrl-•.•--• E-Mail: ordmia(a,mia.forsytheappraisals.com • • N— E -Mail: Date of Report (Signature): 07/20/2015 Date of Report (Signature): License or Certification #: Cert Res RD4295 • • ;'State: •: ticenserdt pert llealion #: State: . . , Designation: • • • : • • • : DeSigniltipr' : : _ Expiration Date of License or Certification: 11/30/2016.. : : • :. • : fi:xpirati8rAatebj,Llcense or Certification: Inspection of Subject: X Interior & Exterior ❑ Exterior Only ❑ None Date of Inspection: 07/17/2015 Inspection of Subject: ❑ Interior & Exterior ❑ Exterior Only L. None Date of Inspection: 200NAa de, inc. hisjomj ma?ij(< fitpluced unawdified without written permission, however, a la mode, mc. must be aclmowledged and credited GP RESIDENTIALCopyright® r f Form GPRES2 - "TO:AL" appraise salyke bOa la Mode, lac. - 1-800-ALAMODE 3/2007 • •. •• • • • •• .. ... . . . ... . . ADDITIONAL COMPARABLE SALES File No.: F-69634-15 GP RESIDENTIAL Copyright© 200 a ride, inc. is ayfi IRpmQuced uncodified without written permission, however, a In mode, inc. must be acknowledged and credited. Form GPRES2.(AC) - IOTA: apprdsaMnrare?ty a t n>pd: inc. - 1-800-ALAMODE 3/2007 • •• •• • • • •• •• 006 • • • ••• • • FEATURE SUBJECT COMPARABLE SALE # 4 COMPARABLE SALE # 5 COMPARABLE SALE # 6 Address 1263 NE 94th St Miami Shores FL 33138 1000 NE 96th St Miami Shores, FL 33138 0.28 miles W 9150 N Bayshore Dr Miami Shores, FL 33138 0.19 miles S Proximity to Subject Sale Price $ $ 715,000 $ 341.64 /sq.ft. $ 699,000 $ /sq.ft $ Sale Price/GLA $ /sq.ft $ 304.26 /sq.fL Data Source(s) Inspection SEFMLS #F1327765•D0M 91 IMAPP/MiamiDade records SEFMLS #A2104655;D0M 89 IMAPP/MiamiDade records Verification Source(s) IMAPP/MiamiDade VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +(-) $ Adjust. DESCRIPTION +(-) $ Adjust. DESCRIPTION +(-) $ Adjust. Sales or financing Concessions ArmLth Conv;0 Listing CS/A 5%;0 -35,000 Date of Sale/Time s06/15;c05/15 Active Rights Appraised Fee Simple Fee Simple Fee Simple N;Res, 8,750 sf N�Res; 0 Location N;Res. N Busy Street 11,133 sf NiRes_;_ +5,000 0 Site 9,375 sf View N Res; Design (Style) Ranch Ranch Ranch Quality of Construction Q4 Q4 Q4 Age 63 64 0 62 0 Condition Average Good Total Bdrms Baths -50 000 Good Total Bdrms Baths -50,000 Total Bdrms Baths Above Grade Total Bdrms Baths Room Count 7 3 2.0 7 3 3.0 -10,000 8 4 3.0 -10,000 Gross Living Area 2290 sql 2,350 sq.ft. Osf 0 2046 sq.ft. Osf +18,300 sq•ft• Basement & Finished Rooms Below Grade Osf Functional Utility Average Average Central Avera_e Central Heating/Cooling Central Energy Efficient Items Standard Standard Standard Garage/Carport Cony. Garage 1 Car Garage Similar -10 000 0 None Similar 0 0 Porch/Patio/Deck Patio/Porch Pool None None None APPROACI 1 SALES COMPARISON Net Adjustment (Total) [J + X - $ -65000 1] + X - $ -76 700 $ 622,300 ❑ + [] - $ $ Adjusted Sale Price of Comparables $ 650,000 Summary of Sales Comparison Approach •• ••• • • • • • •• • • • • 1-•-•-•-• • • • • • • • • • • •• • • •-Y-11-•--• • • • • • • • • • •0-•-0-•--11 0-0-0 • • • ••• • *•• • • * 41-•-i • • * *-4 --•- • • • • • • • • 0-1 •- •- • • • -• --• -• • •• • •• • • • • i•-•--• • •.-. • GP RESIDENTIAL Copyright© 200 a ride, inc. is ayfi IRpmQuced uncodified without written permission, however, a In mode, inc. must be acknowledged and credited. Form GPRES2.(AC) - IOTA: apprdsaMnrare?ty a t n>pd: inc. - 1-800-ALAMODE 3/2007 • •• •• • • • •• •• 006 • • • ••• • • Sunnlemental Addendum File No. F-69634-15 Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores County Miami Dade State FL Zip Code 33138 Lender/Client NuHouse Investments REPORT TYPE This real property appraisal report has been prepared under the Uniform Standards of Professional Appraisal Practice option entitled "Appraisal Report". SCOPE OF WORK Subiect Property Identification: The appraiser has viewed all readily accessible areas of the dwelling (and any other building structure located on the property). This complete visual inspection is not intended to be the same depth or for the same purpose as a home inspection. The appraiser has viewed the property solely for valuation purposes and to observe property characteristics that a typical purchaser would consider in their decision making process, as well as those items outlined in the assumptions and limited conditions and certification to this appraisal. Personal property was not included in the appraised value. SUBJECT SECTION Legal Description -The legal description as shown on pg. 1 of the report is the complete description as found in Miami Dade records. Occupancy/Utilities -At the time of inspection the subject property was not occupied and all utilities were on and functioning. SITE SECTION FEMA Flood Zone -The subject property is in a FEMA Special Flood Hazard Area. This is not felt to affect its marketability and does not have an impact on marketability due to being typical for the market area. Comparables utilized in this report are located and influenced by the same flood zone as the subject. HIGHEST AND BEST USE The appraiser has concluded the highest and best use of the property, as improved, to be its current use. This opinion is supported by the fact that the improved property is physically possible (see improvements description and pictures), is a legal use (see site section/zoning), is financially feasible (see sales comparison approach for sales of similar properties) and is considered to be the maximally productive use (improvements contribute positively to the site and it would not be feasible to change them to a more productive use without substantial capital improvement). IMPROVEMENTS - ADDITIONAL FEATURES Actual Age vs. Effective Aqe -It is noted that the subject's actual and effective ages differ by more than 10 years. This can be attributed to general maintenance and upkeep of the property. Gross Living Area (GLA) -The subject's GLA per local county Assessor is 2338 square feet. -The variance from the GLA utilized in the report is nominal. Garage Conversion/Room Addition -The subject's garage has been converted into living area. This was permitted per county records. This type of conversion is typical for the market. The conversion has been included in GLA. SUMMARY OF SALES COMPARISON APPROACH Comparable Search Parameters -In my research for comparables, I used the following parameters 12 months, 1 mile radius, GLA within 20%, age within 10 years. Industry Guidelines -Industry guidelines suggest comparable sales be within six months, one mile, and have gross adjustments less than 25%, net adjustments less than 15%, and individual adjustments not exceeding 10%. In this appraisal, these guidelines were met. Condition Adjustments -Condition adjustments were applied to comparables 2, 3, 4, & 5. Adjustments were applied based on condition per MLS. GLA Adjustments -Adjustments for GLA were.made at $75 per square foot and were rounded to the nearest $100. Adjustments were not made for differences of less than 100 square feet. Sales Price to list Price Adjustments / Actives & Pendinqs -Active/Pending Listings 5 have been adjusted 5% to reflect the typical sales price to list price ratio for the subject's market. .. ... . . . . . .. Across -the -Board Adjustments -Due to the lack of more similar meaningful closed comparable sales in the subjects immediate area, the appraiser found it necessary to utilize comparables that required aGross,the-board adiwatments.for lime item garage. This was unavoidable and every attempt was made including expanding starch darameforg to ipcate a c6sQd cafe to bracket the indicated line item(s). No suitable comparables were found. The appraisePtrastple'to dbterrrtge the,Sdjatnient made to line item garage based upon market reaction. The subject property is not fele tribe tinder itr Proved for the marI et due to this difference. • • • • • .. ... .. • • • .. • • ... • • • • ... • • . • • • • • • • Form TADD - "TOTALtapplisalsopVitty a la mode irk. -; -800-ALAMODE • .. .. • • • .. .. 000 • • • 000 • • Supplemental Addendum File No. F-69634-15 Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores County Miami Dade State FL Zip Code 33138 Lender/Client NuHouse Investments RECONCILIATION AND FINAL VALUE CONCLUSION -While all comparables share many meaningful attributes with the subject property and support the appraised value, Comparable 1 and 2 was given the most weight in the value conclusion due to C2 being the most similar in bed/bath count and GLA and C1 same for the condition. APPROACH(ES) TO VALUE Cost Approach Completed Per Client Request / Income Approach Not Completed -The appraiser has determined that the sales comparison approach is the most relevant analysis in this assignment and that there is sufficient information to develop a credible opinion of value by this approach alone, however, per client request, the cost approach has been developed. Because there is limited measurable market evidence to support the site value & derivation of total depreciation due to the subject's age, the cost approach, while developed, WAS NOT considered by the appraiser when determining the final estimate of value. Development of the income approach was not part of the scope of work for this assignment, nor was it necessary to develop a credible opinion of value. EXTRA COMMENTS Subject Aerial Photo -An aerial photo of the subject has been provided in this report. AIR Compliance Statement -No employee, director, officer, or agent of the lender, or any other third party acting as joint venture partner, independent contractor, appraisal management company, or partner on behalf of the lender, shall influence or attempt to influence the development, reporting, result, or review of an appraisal through coercion, extortion, collusion, compensation, instruction, inducement, intimidation, bribery, or in any other manner... I have not been contacted by anyone other than the intended user (lender/client as identified on the first page of the report), borrower, or designated contact to make an appointment to enter the property. I agree to immediately report any unauthorized contacts either personally by phone or electronically to the client. .. ... . . . . . .. • • . . • • ... . ... . . • . . • . . . . • • • . • • . . • • .. . • . • • • • . . .. • .. . • • • ... • ... . . . ... • • • . ... • . • . • • • • • . Foram TADD - 'TOTAL:apprlais ll sorwTrety a l modjr, irk. ; -800-ALAMODE • .. .. • • . .. .. ... • • • ... • • Building Cost Estimator Construction Cost Estimate This is an estimate for a single family residence built under competitive conditions. This estimate includes a foundation as required for normal soil conditions, excavation for foundation and piers on a prepared buliding pad, floor, wall, interior and exterior finishes, roof cover, interior partitions, doors, windows, trim, electric wiring and fixtures, rough and finish plumbing, built-in appliances, supervision, design fees, permits, utility hook ups, the contractor's markup, overhead and profit, Highly decorative, starkly original or exceptionally well-appointed residences will cost more. Add the cost of the land, government -mandated site development fees and the cost of bringing utility lines to the site. Number Of Corners: 10 Total living area: 2290 Foundation quality class: 3 Exterior walls quality lass: 3 Exterior finish quality class: 3 Windows & doors quality class: 4 Roofing, soffit, fascia quality dass: 3 Interior finish quality lass: 4 Flooring quality class: 4 Bathroom quality dass: 3 IGtchen..quality class: 3 Ptumbing quality class` 3 item Nance Material Labor Equipment Total Excavation — 3,023:00 1,071.00 4,094.00 Foundation, Piers, Ftatwork 8,798.00 10,244.00 2179.00 21,221.00 Rough Hardware 859.00 1,002.00. 214.00 2,075.00 Masonry Frame 29,336.00 29,918.00 2,294.00 61,548.00 Insulation 5327.00 2,696;00 — 8,023.00 Exterior Finish 16,049:00 6,968:00 1,127.00 24,144.00 Exterior Trim 1,026.00 1195:00 255.00 2,476.00 Doors 1,915.00 1,190.00 3,105.00 Windows 3,299.00 1,660.00 — 4,959.00 Finish Hardware 319.00 198.00 — 517.00 Garage Door -- — — Roofing, Flashing, Fascia 11,895.00 7;386.00 — 19,281.00 Finish Carpentry 1,163.00. 4,336.00 — 5,499.00 interior Wan Finish 5,582,00 6,382.00 — 11,964.00 Painting 3,335.00 5,765.00 — 9,100.00 Wiring 3,386.00 4,733.00 — 8,119.00 Lighting Fixtures 2,539.00 591.00 — 3,130.00 Flooring 2,494.00 2,620.00 — 5,114.00 Carpeting 4,963:00` 1,311.00 — 6,274.00 Bath Accessories 1,669.00 761.00 — 2,430.00 Shower and Tub Enclosure 1,065.00 662.00 — 1,727:00 Countertops 3,222.00 1,999.00 — 5,221.00 Cabinets 10,594.00 2,466.00 — 13,060.00 Built In Appliances 5,155.00 533.00 — 5,688.00 Plumbing Rough -in and Connection 4,837.00 8,697.00 705.00 14,239.00 Plumbing Fixtures 9,827.00 2,305;00 — 12,132.00 Heating and Cooling Systems 5,919.00 8,879.00 — 14,798:00 Unit Heating and Cooling — — Fireplace and Chimney — — Subtotal Direct Job Costs 144,57300 117,520.00 7,845.00 269,938.00 Final Cleanup — 1,307.00 — 1,307.00 Insurance 9,147;00 -- — 9,147.00 Permits and Utilities 5,553.00 — — 5553.00 Plans and Specs 1,307.00 — — 1,307.00 Subtotal indirect Job Costs 16,007.00 1,307.00 — 17,314.00 Contractor Markup 40,833.00. ... .. 40,833.00 • ........ Total Cost 201,413.00 .: • ii 8,$2�`.da : . 7,845.00 328,085.00 .• . . . . . • . .. ... .. • • • .. . • . . .. • • • ... . • • . .. . . . • . • • • . . . . . . . . . . .. . . . . ... . . • Form SCNLGL - "TOTAL" apgrai%al Tftujnby aha male, No 1-800-ALAMODE • .. .. . . . .. .. 000 • . . 000 . • Building Sketch Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores County Miami Dade State FL Zip Code 33138 Lender/Client NuHouse Investments Ln N ill 16.8' 22.1' Master Bedroom Master Bath Kitchen Toilet Bedroom Wood Deck 0 N 15.9' Dining Family Living Porch TOTAL Sketch by a la mode, inc. 18.7' 21.3' Area Cakulations Summary Bedroom Bath Bedroom . 14.8' 0 CA) Living Area First Floor Total Living Area (Rounded): Non -living Area Wood Deck Open Porch Calculation Details 2290.01 Sq ft 2290 Sq ft •• ••• • • • • • •• • 5 .81 tft • •• • • • • ••• • • •• ••• •• • • • •• 14.8 x 14.3 = 211.64 16.8 x 19.2 = 322.56 26 x 15.9 = 413.4 38.9 x 31 = 1205.9 7.3 x 18.7 = 136.51 0.5 x 5 x 5 = 12.5 19.2 x 5 = 96 19.2 x 22.1 = 424.32 155.49 Sq ft 7.3 x 21.3 = 155.49 •• .•• •• • • • • • • • • • • • • • • • • •• • • • . • • • • . •• • •• • • • • ••• • • ••• • • • •.• • • • • ••• • • • • • • • • • Form SKT.BLDSKI-'T01pL" apprVaCso:ufale by: la nidi; inp. - 1-800-ALAMODE . • • • . • • • • • • • ••• . . • ••• • Subject Photo Page Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores County Miami Dade Lender/Client NuHouse Investments State FL Zip Code 33138 •••• ••••••• • . •• •• • • • Subject Front 1263 NE 94th St Sales Price Gross Living Area 2,290 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2.0 Location N;Res; View N;Res; Site 9,375 sf Quality Q4 Age 63 Form PIC3X5.SR - "TOT L" apprljsa:soQ40aje by: la node: in:. - 1-800-ALAMODE • • • • • • • • • • • • 0•• • • • ••• • • Subject Rear Subject Street Interior Photos Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores Lender/Client NuHouse Investments County Miami Dade State FL Zip Code 33138 Side View Side View Generator Rear View Bedroom Bathroom Bedroom Living Room Family/Dining Master Bedroom Master Bathroom Toilet . . . .• . . Form PICINT15 - "TOTtt" apDraiSal $ofttar: by a:a mQde,jnc;-1-800-ALAMODE . .. .. . . . .. .. ... . . . ... . . Laundry Closet Comparable Photo Page Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St Miami Shores Lender/Client Nu House Investments County Miami Dade State FL Zip Code 33138 .. ... . . . . . .. • • • . . • • • . •• •.• ,. '.• . . . •. . . . • . ... . • • • . . • . . . • • . ▪ • . • • . • . • • .. . • . . ... . • . ... • . • • ... . • . • . • . . • . Comparable 1 917 NE 90th St Prox. to Subject 0.45 miles SW Sale Price 570,000 Gross Living Area 2,419 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2.1 Location N;Res; View N;Res; Site 9975 sf Quality Q4 Age 75 Comparable 2 1173 NE 103rd St Prox. to Subject 0.56 miles N Sale Price 670,000 Gross Living Area 2,292 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2.0 Location N;Res; View N;Res; Site 9,581 sf Quality Q4 Age 67 Comparable 3 1352 NE 104th St Prox. to Subject 0.59 miles N Sale Price 590,000 Gross Living Area 2,438 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2.0 Location N;Res; View N;Res; Site 8,850 sf Quality Q4 Age 60 Form PICPIX.CR - "TOIL" aaoraysal:ofQ40 by $la mpde•in� - 1-800-ALAMODE • .. .. • • • .. .. ... • • • ••• • . Interior Photos Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores County Miami Dade State FL Zip Code 33138 Lender/Client NuHouse Investments Bedroom Form PICINT6 LT - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Kitchen Comparable Photo Page Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores Lender/Client NuHouse Investments County Miami Dade State FL Zig Code 33138 .. ... . . . . . .. • . . • . . .. ... .. • • • .. • ... . . • . . • . • . . .. . • • • .. • ••• • ... • • • • . . • • . • • . • . • • . . . . • • Comparable 4 1000 NE 96th St Prox. to Subject 0.28 miles W Sale Price 715,000 Gross Living Area 2,350 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 3.0 Location N;Busy Street View N;Res; Site 11,133 sf Quality Q4 Age 64 Comparable 5 9150 N Bayshore Dr Prox. to Subject 0.19 miles S Sale Price 699,000 Gross Living Area 2,046 Total Rooms 8 Total Bedrooms 4 Total Bathrooms 3.0 Location N;Res; View N;Res; Site 8,750 sf Quality Q4 Age 62 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age ••• • • • • ••• • • • • • • • • • • Form PICPIX.CR - "TOTA ' ap4raiial :oft:it : by a:a mi:ie, jnc;-1-800-ALAMODE • •• •• • • • •• •• ••• • • • ••• • • Aerial Map Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores Lender/Client NuHouse Investments County Mjami Dade State FL Zip Code 33138 • �: Y's• 34. -lam- - + i .. 111:18"'"ilitt:.‘ 1.411:17‘11.;41.1°:*j•Ik4r4"%i".:1°Ib' ;:74111.)4'7:4:lifilN k Pi ,57: -% �•7`••�.y�.'," �.t yst SUBJECT 1263 NE 94th St Miami Shores, FL 33138 r*'' • e* ' :A, 'D M r ly ; :� fir �.� Cira r it 3." id : „- f , 10 . ." r it A P:- le s' ! '�• ri - A1 • dP• 'rr irle'+� ' `. +. • r - me -y. • *ihrrd .!!'!d4 P - iT I It.. 101 r wt ' r " c ° ' f}" � ' y+ • '-.: V 41:1' ° ,a » kir . � j • y • I r -' • o i _ r< f jr i ....il, 4 •.,,,",,,,„, 41 kiellit ".. ii.. •n r� 3 }XMA � PPP 4 AWL ILA iiii ". ��ti. '.: ."f" �.i•..• ..r r- • t * / h yr r Yw - 14, rte. ` f ; y Aro ` k.• 390 yds ' ,{ y . ' •} . ,r.,.'s ozum.sB Caren= C1310 ribe isae=crony at'USOS . ,\I'R s OVIGGvoZyete. U„7l5 • ••• • • • • ••• • • • • • • • • • • Form MAP.LOC - "TOThL" aprVal:oftrar: by /la mQde•inc - 1-800-ALAMODE • .. .• • . . .. •. ... • • • ... • • Flood Map Borrower NuHouse Investments Inc. Property Address 1263 NE 94th St City Miami Shores County Miami Dade State FL Zip Code 33138 Lender/Client NuHouse Investments n e r o o. "` by 4 t;► TIXI .! Prepared for; Forsythe Appraisals, LLC. 1263 NE 94th St Miami Shores, FL 33138 7ur'i Caixttry CIO NE 04th St. 43, ,b itj footh St- .1. Z 11 t;c r i 1 a . r:E"Aih 5t 14 NE -97th St gsth St a`z rr 11-3 9ZndSt 'r)E 91st Terzace math Sr NE 8:* st NtV'hSt 2 Q 90tji St Z. « NE 100th St NE.g9 St NE..,aih St f w +SE (nth St' NE 93rd St NL'92.edSt NE 91st'Trr4ict j19_tt� bbiribr MAP DATA -- 1 t E-89thlt NE 08thSt._ NE 001'51 1;.iNtt NE -103rd 3t UE163od Ss FEMA Special Flood Hazard Aram Yes Map Number. 12086C03061 Zone_ AE Map Date: Saptember 11, 2009 FiPS: 12086 . •, •.AOA@ LG5ND• • • • • �_ • • • • • • • • • .dWac t.ur.ie•re lay 500 -year flooding• • • • • •'• • • • •• • •• • • • •• Areas mandated by 100 -year flooding • • • • n .velcmis•Hazari • • • • • •. • • . • • • • • • • • .• • . • • • • • • . •• • •• • • • • Pha'rtedby CrnC.,iipl;15 Protected Areas' Ftoodway 00 Subject Area •• • • ••• • • 1004, • • • • 0041 • • • • • • • • • • Form MAP.FL00D - "TO/AL" glprrisl sottille by la rfjodg, irk. - 1-800-ALAMODE • • • 4.0 • • • • • • • ••. • • • ••• • • Location Map Borrower NuHouse Investments Inc.• Property Address 1263 NE 94th St City Miami Shores = County Miami Dade State FL Zip Code 33138 Lender/Client NuHouse Investments 115th St -112th St. tit St 1 et race i110thSi NE-109thSt s: NE 108th st ;€ 105th St 13rd St -1. z NE117thSt. 8t�rt+f;9ARR. NEIIEtlt St m m • .mt NE 1170 St NE 116th St NE 11511, St e` e y X44 c . NE 110th'terraca _y qa NE T131hSt 3 NEi09thSt' �o 2 t k v NE107thSt T: z it t St y -. go` •:,e - - Z NE118thTeo% I I it NE:118th St' 3 - NE -117th St x N> 175th St a Q. NEliithSt 4'42,,, 01 z m i NE 111th St w T Ea-twFB..i 4 ,, 9f i 1• e4 t` Cr Co - PIE 110th Tettactt a, NE1,tmthSt Q E 10901 St COMPARABLE No. 2 1173 NE 103rd St Miami Shores, FL 33138 0.56, miles N - Miami Shores Cacm :y CIA COMPARABLE St COMPARABLE No. 4 1000 NE 96th St. Miami Shores, .FL 33138 0.28 miiesY T ae NE't0!3t St: r, 4,4 t Z PZ ' • t,..fi" m a s 2+. .4. t» S. a-- D , w c z- t t• D34. ,a e• , lE 96th St -ci�L"`� z rots ' t' PJ -r n,Sth St, �` ++ r +" NE 9<th-5z r er r . NE 930 Sr' > a- - r - NE9f,d'St• 4. N(195th St s- t.5t t NE 98th St. 9 -/Inst z ME 95th St NE 9.1 T to a Ff T NE13SHISt: L' NE 92rtd St_ • ij NE 9ist; lmrat e Lake Ward ft n 3, t1E 9G9h St COMPARABLE No. 1 917 NE 90th St. Miami Shores, FL 33138 0.45,miies SW - F St i ith S4 + w C 1 A5t,, NE 63rd St-. ij03 4 ,_NE.82nd:St:i` e - ,NE B1)1. -R' .,NE 8001 ,51 s Ct7" 7.9t}h-St' -- - i CI - t Nf•TrtltSt ^' CD A, 1 1 at 1 t+ NE-76h St ! Z. T+ — " ro i ,•.•�t`d�(i •a i z • • • •• 4 lN 75tt Sc • • • • • • • a t • 1)ttit{1r or NE73"1"i''• ••••• • :' •• • • • •• =' i rt1 NE72nd T e`1;tce . ti 1-NE72m1St ! ,r z NE 86th St .tNE 85th St 416 c„Ci. HE 830 St NE um' Tetrue PiE'82nd"St HE 81%t St. � NE 89.th stay NE eat), St NE 87th St NC e,6iti s: NE 85th St NE8<th St G1Yt _ NE791h=St •1\E 105th St NE 1011th St. Nt 10? oo -tom. NE:19th.St, NF Aerh St , St COMPARABLE No. 3 1352`NE 104th St Miathi Shores,FL 33138 0.59 miles N SUB.lECT' _i 1263 NE 94th St Miami Shores, FL 33138 COMPARABLE 9150 N Bayshore Dr Miami Shores, FL 33138 0:19 Miles S FrplicanNE-79th St ReliCorr, Haibo, Harbor: itAL.yCr Park: NE;?2nd S; • •r • • ••• • • NE71ittt• `• • • • •• • • • Eiki*ttt • • • •• • • • •• • • • • • • • • __• ___••_._._. •• . • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • form MAP.LOC - "MTV ar:Drajsal:ottiiZ by tla m�de•in� - 1-800-ALAMODE • •• •• • • • •• •• North Roy tslond n �1 3 n c ;' • - Bay retrace 100 y d5 .•• • • • ••• • License RICK SCOTT GOVERNOR KEN LAWSON SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION FLORIDA REAL ESTATE APPRAISAL BD LICENSE NUMBER The CERTIFIED RESIDENTIAL APPRAISER Narned below IS CERTIFIED Under the provisions of Chapter 475 FS Expiration date NOV 30 2016 HERNANDEZ. PALOMA LONGA 9960 SW 143RD STREET MIAMI FL 33176 ISSUED 12,022014 DISPLAY AS REQUIRED BY LAW •• ••• • • • • • •• • • • • • • • • • •• ••• 10 • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • ••• • ••• • • t SEC) # L1412G20001897 ••• • • • • ••• • • • • • • • • • • Form SCNLGL-'TOTAr applais I sQftlaRly a II mode, 1-800-ALAMODE • •• •• • • • •• •• ••• • • • ••• 0 • • 4\QBF PART 1. E&O REAL ESTATE SERVICES ERRORS & OMISSIONS INSURANCE DECLARATIONS PAGE 1. Named Insured / Address: Individual Licensee: Paloma Longa Hernandez 7020 Sw 59 St Mami, FL 33143 Policy Number: QCR-3036004-00 2. Policy Period: From 03/01/2015 to 03/01/2016 (12:01 AM at address #1) 3. Retroactive Date: Real Estate Match Prior 4. Insured Services: Covered Insured Services are those listed, conducted by the Named Individual Licensee (where a license is required) and their unlicensed employees. Appraisal of Residential Real Estate, meaning 1-4 residential units Desk Reviews of Residential Real Estate Appraisals, meaning 1-4 residential units Brokerage of residential real estate, meaning 1-4 residential units 5. Limit of Liability: a. Each Wrongful Act $1,000,000 b. Aggregate $1,000,000 c. Discrimination $1,000,000 d. Lockbox None e. Contingent Bodily Injury None 6. Retention: 7. Premium: $2,500.00 (see endorsements for reductions / enhancements) $123.00 8. Forms & Endorsements: QBPL-3005 0811 CRES Universal App - Application for Professional Liability Insurance QBEIC E8,0 Jacket FL (09-10) Commercial Lines Policy Jacket (FL) QBPL-0306 0811 Additional Insured Endorsement QBPL-0312 0811 Defense Costs Outside Limit Of Liability QBPL-0314 0811 Discrimination Indemnity And Defense Coverage QBPL-0315 0811 First Dollar Defense Coverage QBPL-0397 0811 Florida Amendatory Endorsement QBPL-DS0008 0811 Declarations Page QBPL-EO1009 FL 0811 Real Estate Services Errors & Omissions Liability Insurance - Florida 9. Administrative Office: CRES Insurance Services LLC PO Box 500810 San Diego, CA 92150 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • 4 • • • • • • • • • • •• • • • • • • • • • •• • •• • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • Form SCNLGL -"IOTA:" apataiwl Ift:ate:3y at mote, Nc:1-800-ALAMODE • •• •• • • • •• •• ••• • • • ••• • • ►y • Response to Comments To: Miami Shores Village Building Department Date: June 06, 2015 From: cubee (architecture+design), Inc. Project Name: 1263 NE 94th Street Jorge Alberto Pernas Miami Shores, FL 33138 Subject: Permit Review Comments Project No: 2015_13 RE: Residential Renovation 1263 NE 94th Street Miami Shores, FL 33138 Permit Number: Review Type: RC -5-15-1153 BUILDING REVIEW Our response to all comments are both graphic (drawings) as well as written. This 8.5 x 11 inch format shall constitute our written response. Comments have been formatted along with the response, in italics, immediately below the City's comment 1. This building is in a special flood hazard area. Please provide detail estimate of cost for the project. Attached. 2. Sheet A-01 General project information please remove the information for Miami Dade County from the regulating authority. Corrected/ Removed. Please see updated Sheet A-01. 3. The elevation at the required egress door should comply with section R311.3.1 of the 2010 FBC-Residential. Updated/ corrected Sheet A-03. Door 103,102 and 101 will be at 1/2" max elevation. Door 103 will be designated egress door as per R311.3.1 requirements. 4. Provide interior finish schedule. Please see updated Sheet A-03. rg2 etrnas .A./ P oti AR hitecture+design), In .... . . •• ..•• • •• .•. ..• • •. .. .••• • • ..•• • . .. .. • . . •• . • . • . . •. • . . • ...• . . • ..• . . . . • • • • INVESTMENTS JUNE 6, 2015 1263 NE 94 ST BUDGET • DOORS AND WINDOWS $9,000.00 • ELECTRICAL $10,000.00 • PLUMBING $3,500.00 • FLOORING $6,000.00 • FRAMING $3,000.00 • PAINT $2,800.00 • CABINETS $5,500.00 • FIXTURES $3,000.00 • LABOR $28,000.00 TOTAL $70,800.00 ; ••• •• • ••• • •• •, • • • • •••• •••• • • • • •• • • • • • •• •• • • •• • • • • • • • • • • • • • • • •• • • ••• • • • •• 15751 SHERIDAN STREET SUITE 145 FORT LAUDERDALE, FL 33331 • MIAMI"DADE COUNTY RECFJ ?'ED MAY 16 011 DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ,(NOA Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: ER) This NOA is being issued under the applicalit .ral ans regui` ions governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 60" Alumimmn Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco -Guard Series -60 Alun Horiz. Rolling Wdw. (L.M.L) sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted.14erein. RJNEWAL pf.this NOA shall be considered after a renewal application has been filed and there has been MI-DADE COUNTY 1453 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miam idad e.gov/economy • neciwiaie in thi apillicable building code negatively affecting the performance of this product. • • • TERMINA'IIMI.Cif this NOA will occur after the expiration date or if there has been a revision or change • it/ the t>Jaterials,• rise, and/or manufacture of the product or process. Misuse of this NOA as an endorsement • . of'ahy'produCt' fed' Sales, advertising or any other purposes shall automatically terminale this NOA. Failure to eora 'ly withAit, ,section of this NOA shall be cause for termination and removal of NOA. • ▪ ADDVERTISTJ1JJ WT: The NOA number preceded by the words Miami -Dade County, Florida, and f*llptaed by the; expiration date may be displayed in advertising literature. If any portion of the NOA is d1V1a3red, thP.n ireltall be done in its entirety. . INSPeCTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADS COUNTY APPROVED NOA No. 14-0403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco -Guard Series -60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 13. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an Eco -Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test ReportNo. FTL-7634, dated 12/09/14, signed and sealed by. Marlin Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with FBC 5th Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS . . :.: • �s Ngt;ce of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. • . •fdr their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. . • 2'. :Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) • • • fdrt tlieir "Saflex HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on 8. • .. •. • ••• • • • F. • STATEMENTS • • • • • •1. *Statement letter of conformance, complying with FBC-5th Edition (2014), and of no • • f►uancial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and • • • • • . sealed by Javad Ahmad, P.E. .•.• G. OTHER 1. None. E-1 Mai itel�Xerez, .E. Product Contitol Exa finer NOA No. 403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 sheet 1 of 5 ) • • • • • •• • 1 • • • • •• • • . ••• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •• ECO -GUARD SERIES -60 • ALUMINUM HORIZONTAL ROLLING WINDOW •• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • COMBIISATDN% OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDO4O.1 Y 'tS IN MODULES OF TWO OR MORE WINDOWS USING • ' • •MIAMI—BADE •COUNTY APPROVED MULLIONS IN BETWEEN. • LOWER' DESI6N PRESSURE FROM WINDOWS OR MULLION APPROVAL • • ••• 'WILL ltY • r0 ENTIRE SYSTEM. • • • • • • ••• ••• • . • • • THIS PROSI OT. HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREICITA, OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •HURRK ANE•Z•ONE (HVHZ). • WOOD•BI.tKS:BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/8" HEAT STREN'D GLASS 090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" HEAT STREN'D GLASS SIUCONE DOW 899 GLASS TYPE 'A' 5/16' OVERALL LAM. GLASS S Ns 4 1/4" MAX. HEAD/SILL CORNERS 74 1/8" WINDOW WIDTH 10 1/4" MAX. r 1 ® �4"r 1 11 HEAD SILL 1 . 11 II I 1z _ -__; - /I I I I f ,I I; == ;; -v •�ino _ ..i 0 - 12 I_ 1 I i II t 1 1 cn og FALSE MUNTINS (SURFACE APPLIED) MAY BE USED O.L.O. (VENT) 37 1/4" TYPICAL ELEVATION MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF 1/8" HEAT STREW() GLASS 090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW 899 0 it GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECt'ARATORY STATEMENT DCA05—DEC-219 Enflr: JAVAD AHMAD CML FLA. PE .# 70592 CAM. 3 38 4 2014 Approved as COM plylitg with OW Florida Bolding C. e Date - S y NIDA# L%ts• tit I."i Miami Dade Produet trot n5/11 _J re's u� z m 0 ; i 1 0. F O a of q 0 0101 a °LaOequ rgi .0 (I IL ZUL:a 4M 2cl P u in c 0 tn n 0 N G) 8 rc .o m 0 8 03-28-14 0 0 drawing no. W14-11 • • - ••• • ••- • • • 1 • • ••• • 1•• • • • � • • • • - • • ••• ••• • ••- • •• • •• • 18Y WOOD BUCK 4 ' 4 4 EDGE DIU.4 4 a TYPICAL ANCHORS SEE ELEV. FOR SPACING 4. a • ••• • • • •• • • • • •• • •• •.• •• •• • • - ••I- • • • ••• •.• k w1 W2 A 4 Z • 3 4 • 44 • 4 4 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE I DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: wi = 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH END AND AT MIDSPAN SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. x N °. '• PEOGE DISTe 18Y WOOD BUCK TYPICAL^ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu -120 KSI, Fy-92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy' 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr. JAVAD AHMAO ChM. FLA. PE f 70592 C.A.N. 35' MAY 014 tfr/jii 4pproved n>I comptyiog with the Florid»AuMug Code Hate NIDAN_ Mle.1 Dade Product 0 w zJ a. U c 0 cn L 0 c 0 .0 a 0 0 v N 0 0 drawing no. W14-11 (sheet 2 of 5 sheet 3 of 5 ) • • • 4 • ••4 • • •• • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE •• •• • • • • • • ••• • ••• • • • • • • • • • • • • ••• ••• • ••• •• • • • •• • • • • • • • • • • •• •• • • • • •• •• • • •• •••• • • •••• • • •• • • • • • VENT HEIGHT WINDOW WIDTH XO LAYOUT MIAMI—DAOE COUNTY APPROVED MULLION SEE SEPARATE NOA D.C. OPG. EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4- MAX. SHIMS 1 BY W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. " E'Engr: JAVhMAD CMl FIA. PE / 70592 C.A.N. 3538 SHIM BY WOOD BUCK - Wa0D STRUCTU- 1A 014 TYPICAL ANCHORS SEE ELEV. FOR SPACING !VDA1 ay1.ordu.UuldingC• e�Pd At C0npbk g K1tb She Milked Dade Productt C„c_ nrl 0 go R zo v C&aa o R la us COMP -ANL\W14-11ECO c ill 0 ) c 0 4- 0. T.-- 01 Q) -o D 0 O O 8 O C f 6 drawing no. W14-11 • • • •• • • • •• • • ••• • Ot FRAME HEAD .875 -* .062 r -- O VENT TOP/BOTTOM RAIL .324 j�- 1 625 .050 TYP. t -�1 .769 to GLAZING BEAD • • ••• ••• • • • ••• ••• • FRAME SILL O JAMB STILE • . ••• • ••• • • • .340 r•• • • • • . .062 .219 • • .C3 • • s IA TRACK O MEETING RAIL • • •• •• • • /• •••• •• •••• O4 MOV. FRAME JAMB O FIXED MTG. RAIL O FIXED FRAME JAMB ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E53 1 FRAME HEAD 6063-76 - 2 E61 1 FRAME SILL 6063-T6 - 3 E62 1 SILL TRACK INSERT 6063-T6 - 4 E52 AS REQO. MOV. FRAME JAMB 6063-T6 - 5 E51 AS REQD. FIXED FRAME JAMB 6063-T6 - 6 E54 1/ VENT FIXED MTG. RAIL 6063-46 - 7 E66 1/ VENT VENT MEETING STILE 6063-T6 - 8 E56 1/ VENT VENT JAMB STILE 6063-T6 - 9 E57 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 E58 AS READ. GLAZING BEAD 6063-T6 - 12 SL203P 2/ VENT SWEEP LATCH, AT 9-1/2" FROM TOP & BOTTOM - SULUVAN & ASSOC. 13 0 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 14 E63 2/ VENT ROLLER HOUSING & GUIDE CELCON - 15 E64 2/ VENT ROLLER BRASS - 16 E65 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. PILE WITH INTEGRAL FIN W'STRIPPING - ULTRAFAB 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 24 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL Engr. JAVAO AHMAD CIVIL FLA. PE 1 795'2 CAN: 5 2014 Approved as calnptylag with the Florida B1 Sw t-U_� Dalt 144. Njawl grade Product (twlr0l (44" z gi 1 R21 cc u. o • O ty g&V o co'a aN Jc7 cOlP-ANL\w14-11Ec0) tin W FAX (305) 885-5902 m N N co co0 n, w 1- c O .N L c 0 n 0 N y O z 0 a) 0 'D N R 0 • a .5 drawing no. W14-11 sheet 4 of 5 • • • • • • ••. • • • •• • • • • • • •• ••.. • • • • • • ••• •••.l • • • • •• • • • • • • • • • • • • •• •• • • • • •••• • • • • ••.• • •• • • • ••• • •••• • •••• • • •• • • • • • VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Engr.JAVA() AMMO 'CML FLA. PE 1 70592 CAN. 3538 pYEuved ft4Nbi g with !Qi PUNCCode bytarm! d i ds Prediret__ontrol 8 204 fty. 1• 3 icr 0 d { H 0 JU o in { toN W R } w L. 0 01.2 • coM N O at in O � Z i 0 8 3�` 3Z o O da:- O ,w d Wo,mF. c 0 a a 1 0 N 'D A Z T 0 a d 0 0 c 0 n drawing no. W14--11 sheet 5 of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ECO—Guard 50" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled "ECO—Guard Series -50 Alum S.H. WDW. (L.M.I.)",sheets 01 through 04 of 04, dated 07/18/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENNIWAL of this NOA shall be considered after a renewal application has been filed and there has been rit7 Change in:hrapplicable building code negatively affecting the performance of this product. %INAT1ON of this NOA will occur after the expiration date or if there has been a revision or change in the materi11 .ust, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement c f anyproduch,•fo ►sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Comply withwy section of this NOA shall be cause for termination and removal of NOA. A M RTIS> IT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by .the.expiration date may be displayed in advertising literature. If any portion of the NOA is ctisplayed, them it shall be done in its entirety. T1 1SECTION P .A copy of this entire NOA shall be provided to the user by the manufacturer or its disbntors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy MIAMI•DADE COUNTY APPROVED NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "ECO—Guard Series -50 Alum. S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A—A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1, TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked—up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6951, dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 07/23/12, signed, sealed and dated 11/07/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 • .. .. . • D. •QUAkr ASSURANCE • • • • • 1. . Mimi—Dade Department of Regulatory and Economic Resources (RER). • • • . • . E . • •.MATERIAL CERTIFICATIONS • • • • • • .1. • . N9lice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear • • . . '.and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. • .• • .. •. . .•. • • • • • .• •. ••••• • • E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al-Farooq Corporation, dated 07/16/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 04/11/12,. signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. • .. • • • ... • . •. •.• • • • • • . .. • . . . • .•.. •• . • • . •. • ••••• • • . . • .. • .. . •. ••. . • •• .• • .••• • • • . E-2 • Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 sheet 1 of 4 ) DESIGN LOAD CAPACITY - PSF FLANGE DIMS. 5/18" LAM. GLASS WIDTH HEIGHT EXT.(+) 1NT.(-) 19 -1/8" // //. // 55.0 60.0 26-1/2" 55.0 60.0 37" 26" 55.0 60.0 44" (4) 55.0 60.0 53-1/8" 55.0 80.0 19-1/8" 55.0 60.0 26-1/2" 55.0 60.0 38-3/8" 55.0 60.0 37" 44" (4) 55.0 60.0 53-1/8" 55.0 60.0 19-1/8" 55.0 60.0 26-1/2" 55.0 60.0 50-5/8" 55.0 60.0 37" 44" (5) 55.0 60.0 53-1/8" 55.0 60.0 19-1/8" 55.0 60.0 26-1/2" 55.0 60.0 37" 63" 55.0 60.0 44" (6) 55.0 60.0 53-1/8" 55.0 60.0 19-1/8" 55.0 60.0 26-1/2" 76" 55.0 60.0 37" (8) 55.0 60.0 44" 55.0 60.0 • • • • * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • •• • • • ••• • • • • • • •• • • • ••• • ••• • • • • • • • • •• •• • • • •••• • • •••• • • .• • • • ••• • •••• • • •••• • • •• • • • • • .090" INTERLAYER SAFLEX BY ' SOLUTIA' 7/16- MIN. TYP NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 GLAZING DETAIL 5 1/2" MAX. HEAD CORNERS ECO -GUARD SERIES -50 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 53 1/8" WINDOW WIDTH 47 3/4" O.L.O. (FIX. LITE) 10 1/2" MAX. HEAD // //. // I II ----I---y I IIO I, II II 1I ---_ ---- III II' 1 I ,I I NO ANCHORS AT SILL 47 3/4" D.L.O. (VENT) 50 1/8" 11) co 3z 0 U APProved as complying with the Florida Build' Date NOAf! i>rL VENT WIDTH TYPICAL ELEVATION TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CML FLA. PE #70592 C.A.N. 3539 L 23201 Z N F cl gto O O a 00 d OaQQ cegli°•61 Q Weil COMP —ANL\W12-40ECO J ECO -GUARD SERIES -50 ALUM S.H. FAX (305) 885-5902 c 0 0 v 0 0 dote: 07-18-12 0 ii 0 drawing no. W12-40 ) TYPICAL ANCHORS SEE ELEV. FOR PACING 4 4 4 4. • • • • • •. • •• • • • ••• • • • • • ••• • •• •• • • • •••• • • • •••• • • •. •••• • • •••• ••..•• SCREEN • •• • • • • • OPTIONAL TO SPRING LATCH A e• a 3/4" LONG WEEP NOTCH AT EACH END .4 4 4 44 . a 4 4 a x tn e x x cn TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE g N rrMIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING .JJ 2B OOD BUCK OR WOOD ST TURE EDGE/ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITN,' (Fu=120 KSI, Fy-92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREW$ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. C 90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Approved as complying with Mkt FloridaData Buda - o /Zo/ NOM I.�G'DL rEivirr-4,0 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr. JAVAD AHMAD. CIVIL FLA. PE 70592 C.A.N. 3538 JUL 2 3 2012 fe" Z O r- Q 2 RI act cri .0 V ei ghori 4 zNe aZ4�� COMP-ANL\W12-40ECOD FAX (305) 885-5902 f!1 0c 03 0 'O 0 ) a u drawing no. W12-40 (sheet 2 of 4 • • • • • •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING i I./�4•.MAX. IM • • 0 •• • • • • • • •• • • • ••• • •• • • • • • • =N U • • • �• • • •I•••• MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING r--- 11 II WINDOW WIDTH VENT WIDTH WINDOW WIDTH 1/4" MAX. SHIMS •• • 0• • �' • • • • • 0 0•••• W 0 C ••••• ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E51 1 FRAME HEAD 6063-T6 - 2 E52 1 FRAME SILL 6063-T6 - 3 E53 2 FRAME JAMB 6063-T6 - 4 E54 1 FIXED MTG. RAIL 6063-T6 - 5 E55 1 VENT TOP RAIL 6063-T6 - 6 E56 1 VENT BOTTOM RAIL 6063-T6 - 7 E57 2 VENT SIDE RAIL 6063-T6 - 8 E58 AS REQD. GLAZING BEAD (5/16" LAM. GLASS) 6063-16 - 9 E59 2/VENT SASH STOP 6063-15 - 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 FY -113 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 1/ LATCH LATCH SPRING ST. STEEL - 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 20 - 2/ VENT BLOCK AND TACKLE BALANCE - - 21 E60 2/ VENT SASH CAM NYLON - 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 - AS REQD. SETTING BLOCK NEOPRENE DUROMETER 75±5 EXTERIOR D.L. OPG. WINDOW WIDTH 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • O 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr: JAVAD AHMAD, CML FLA. PE #, 70592 C.A.N. 3538 J 0 � gL L O O w • 0 LL O t O 1;1mO oaQo1 o or▪ �.21 JO I W3 LL N ‘041 0 0 w 0 I N J Q I a O U ECO -GUARD SERIES -50 Jo 0 1 w E M w 8 8 F- co N • r Obi o o in a Z 3e: W orn 6 0 iri 0 c 0 a 'C en0 O 0 O N ii drawing no. W12-40 sheet 3 of 4 0 FRAME HEAD .050 1.094 YP. 062 1.061 0 FIX. MEETING RAIL 2.133 1.239 0 FRAME JAMB .625 -.050 TYP. .769 1- 0 -0 GLAZING BEAD O VENT TOP RAIL 0 VENT SIDE RAIL 1 .675 •• f.062 1.695 .056: 1.869 TYP.. • • • • ••• • •• • .875 •••• • •••• • • •••••• O • VENT BOT•TQA4,.RAIL —.975 .062 1.016 SASH STOP 0 FRAME SILL 13 SPRING LOADED LATCH FRAME TOP CORNER FRAME BOTTOM CORNER Approved as complying with the Florida Solidi Date A# rsz•• „ � 0 Mi VENT TOP CORNER JU VENT BOTTOM CORNER Eng^ JAVAD AHMAD CIM FLA. PE # 7059238 C.A.N. 35 0 0 W N a 0 c ) ECO-GUARD SERIES-SO ALUM S.H. WDW. (LAI) ili C O U co a) 0) .0+ 0 O sC N 1 0 • a u drawing no. W12-40 sheet 4 of 4 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY • AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/pera/ • . • ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types G1 and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laCniOtq,d glass w/ .090" Solutia interlayer. ABELINg: Eaoh unity shall bear a permanent label with the manufacturer's name or logo, city, state and series end fe101,14g statement; "Miami -Dade County Product Control Approved", noted herein. RENEWAL of t11i :N©A shall be considered after a renewal application has been filed and there has been no change.xi flee appLi A rebuilding code negatively affecting the performance of this product. • .. TERMINATION.a£this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, anakxmeanufacture of the product or process. Misuse of this NOA as an endorsement of any product,' for sales'i4 ertising or any other purposes shall automatically terminate this NOA. Failure to comply with uY seetion Of flii3NOA shall be cause for termination and removal of NOA. ADVERTISEMt1QT::The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). • .. • • E;•: .MAT.E1jAL CERTIFICATIONS •1. Neotice:of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for • ' • tlleix " $utacite ® PVB interlayer", expiring on 12/11/16. . .. • 2. IJq jic .of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to •• • •• • Salagia Inc., expiring on 05/21/16. .....:3. )L•Edge seal System 201 SS spacer by Cardinal IG. ..... • . • • • F. • STA.TjMENTS •. ••-•• • 1. StdtBMent letter of conformance and letter of no financial interest, prepared by Al Farooq •• ...... prporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. • • • • • 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved byR 1 ` / 1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 • • • • • • •• • • • ••• • • • • •• • • • •••• ►. SiEiC,i'rJ 609•• • • • ALUMINUM 'OVTSWING ENTRANCE DOOR ••••►• • •• •• •• • • • ► • sill= .(X) ANp. Qp LE (XX) LEAF DOORS SEE SHEET 2. • • • • , • SINGLE AND DOLIM LEAF DOORS WITH SIDELITES SEE SHEET 3. • • LOO1WVALUES.FRQM' SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIt?E• SYSTEM. • • ••••i• •• • DOM APPROVED fpR INSTALLATIONS WHERE WATER INFILTRATION RESISMICE IS'RL'QUa2ED. • • •••• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G1' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 2 i0 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS ym SILICONE DOW CORNING 899 / GLASS TYPE 'G2' .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER GLASS TYPE 'G3' SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 apzid 10,-004461w16 IRf A/ 12 4a1., o' . Pik Pedadelempl 9� 3 12 a 2 0 0 SERIES 600 ALUM OUTSWING 0 N 8 rn N tilI 0 c 0 c 0 a 0 0 0 N f0 N O 0 dote: 02-13-12 drawing no. W12-08 sheet 1 of 9 5" MAX. HEAD/SILL CORNERS LOCK OPTIONS SEE SHEET 7 SURFACE APPLIED F4LSE. yIUNTINS OR SE@ORMTIVE GRILL •..•o: "'MAY BE 4EQ••. • • • • ...• • •••i • • •••1 • •.••� • ••••� •• • ••.•� • • • . •• . • • . • • • • . • •• •. . •.. • • • • . • .• • • • •.• • .••• • • •••• •. •• • . •••. (x) •••• DOORS LOAD CAPACITY - PSF - SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS •FRAME. IiIDTH • LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 5" MAX. HEAD/SILL CORNERS FRAME HEIGHT 1- b Wa co -I 0 O Ec? / \ 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED INACTIVE l 1 26 15/16" D.L. OPG. 121. \ i / 12" MAX. HEAD SILL LOCK OP OtIS SEES IEET\ //i // / / ACTIVE 1 1 26 15/16" D.L. OPG. 37" MAX. 1 LEAF WIDTH X 2 N DOORS LOAD CAPACITY - PSF DOUBLE ()0) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT — 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 22.125")/2 a iO LJ LiJ woprwrd amINYINI with OM NNW lkddkvsCais 3I ?d�)Z NOM %.. -9Y63. 3 Mod aide Mild C I BY1ie,11kitkt: NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAL) AHMAD CIVIL FLA. PE. '# 70592 C.A.N. 3538 JUN 2 8 2012 Z h 01 -CA z W a a O fog 0 u. Vo oleet O Q W j J N ILi'' = � Q Weil F 0 0 W co 0 a 0 0 J W ti) �O N to O o''s1 Z3G2 z O 't0 Wc, FAX (305) 885-5902 rn Cris J c ) c 0 t71 N c 0. 0 N ry 0 U a .0 0 0 N 0 O date: 02-13-12 0 n • a drawing no. W1 2-0 8 (sheet 2 of 9 DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF 000RS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 3092 36 37 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 3098 38 37 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REOD. SEE CHART DOOR FRAME WIDTH • . • •.• • • • •• • • • . • • • • • NOTE: ••PQR DQOR5•CAPACITIES SEE SHEET 2. ••• POR SIDEtl•T€• CAPACITIES SEE CHART ABOVE. •.,.I,QWER .VAtI!iS FROM DOOR OR SIDELITE CHART • WDLL APPt40 TO ENTIRE SYSTEM. • • .. •• • ..• . • • •• • • • ••.••. DI QIf�5S D.L.O. . MS, • D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 0) 01 148" 5" MAX. HEAD/SILL CORNERS 3" TYP. 12" FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD/SILL HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 11 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. 26 15/16" D.L. OPG. I 1 1 1 26 15/16" D.L. OPG. 37" 76" MAX. LEAF WIDTH SEE CHART AT LEFT DOUBLE 000R FRAME WIDTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAO AHMAD CIVIL. FLA PE # 70592 C.A.N. 3538 qi JUN MI= 2 B IQ N � m X • N m W .o v Xtiliada.11.10.11611 Ole I. '71J .17; filet 2012. NOM --hyin. •�3 Mired Dade treMet Control By /shy.. 28202 z Q ? O O Lijc14. E h 010 8 Q a ' .4 0 - CC e COMP—ANL \W12—O8ECOj FAX (305) 885-5902 TEL. (305) 885-5299 N 0 .y 0 U N 2 0 .0 m 0 0 CO O 0 c 02-13-12 0 a J§' • 0 drowing no.' W12-08 sheet 3 of 9 s. / \ I Il / --- I 1 L_--- O ' . . //, // / • ---LI- II II II // / / - \\ \ op >)Z// rn LOCK/OPTION SEES. / \ \\ \ 1-/./// v/, 0 ^ / - / / / SHEET En N D.L. OPG.• / - — D.L OPG. 1 1 1 -- 1 4 / / \ 1 / / \ \ \ ___i____ e /"1 I \I � �i O I // ,/, // LI / TI \ \ \ \ 4. f \�, �'� / /..1)11/ /1/ -_-IL----- -Ir ___=r____ y O a INACTIVE � ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 11 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. 26 15/16" D.L. OPG. I 1 1 1 26 15/16" D.L. OPG. 37" 76" MAX. LEAF WIDTH SEE CHART AT LEFT DOUBLE 000R FRAME WIDTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAO AHMAD CIVIL. FLA PE # 70592 C.A.N. 3538 qi JUN MI= 2 B IQ N � m X • N m W .o v Xtiliada.11.10.11611 Ole I. '71J .17; filet 2012. NOM --hyin. •�3 Mired Dade treMet Control By /shy.. 28202 z Q ? O O Lijc14. E h 010 8 Q a ' .4 0 - CC e COMP—ANL \W12—O8ECOj FAX (305) 885-5902 TEL. (305) 885-5299 N 0 .y 0 U N 2 0 .0 m 0 0 CO O 0 c 02-13-12 0 a J§' • 0 drowing no.' W12-08 sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE GLAZING OPTIONS SEE SHEET 1 00 1/2" MIN. THROW BOLT PENETRATION 1 EDGE DIST. a p o X 2 N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING cC EE0 2BY WOOD BUCK OR W000 STRUCTURE SEE NOTE SHEET 1 EDGE I1':•::l�"'ii�l(( R7i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1 /2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE ( ce 0 w 1. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE N•A IF7! JJ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Dalt tAt mit 1-0 NORM 17 - O 44 OZ: • nraz Mout Dade Product Coatrvi Engr: JAVAD AHMAD CIVIL. FLA. PE # 70592 C.A.N. 3538 DOOR DETAILS 28 2012 0 w 0 a 7 0 SERIES 600 ALUM OUTSWING N C 0 N epi L 0 0 U c 0. U v 0 N N 0 0 N 0 ti 0 le pi N 0 V drawing no. W12-08 (sheet 4 of 9 • •• • • . • • • • •. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM, . TYPICAL ANCHORS SEE ELEV.` FOR SPACING • •• • • • ••• • •1- • •Cn W • • • C9 • • •O ••• • W • . • . . • •• • • • ••• • •••. • • •••• 16 ACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM 1BY .WOOD BUCK EXTERIOR D.L.O. LEAF WIDTH SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE -a. LOCK OPTIONS SEE SHEET 7 LOCK OPTIONS SEE SHEET 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM 28Y WOOD BU K OR WOOD STRU TURE EE NOTE HEET 1 ACTIVE LEAF • •• • • • • • LEAF WIDTH EXTERIOR LEAF WIDTH DOUBLE DOOR FRAME WIDTH ftwiesami..0411111010111iM Eli �J 1y1 '2QIy Mar r ' P OC ).2. Mel Tit 14 d 4. . DOOR DETAILS Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 JUN 282C 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING COMP—ANL\W12—O8ECO 0 Of w iw p� g5,o N � rn 0 in 0 Z 3• e • g o Wo O 0. 4, 0 O 0 tG 0 O C date: 02-13-12 scale: 3/8" : 1" v a i u drowing no. W12-08 sheet 5 of 9 W • • • ••• • EDGE psi.. •• •• • • • • • ••• • • • • • • •• • • • ••• • •••• • • •••• 0 M • •• • • • • • • • • • •• •• • • • •••• • • • •• • • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2 SHIM SPACE GLAZING OPTIONS SEE SHEET 1 a . EDGE DIST. o v v o a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" M:AX, • SHIM II' syr #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. D.L.O. REINFORCING AS READ. SEE SHEET 3 16 EXTERIOR SIDELITE WIDTH D.L.O. LEAF WIDTH DOOR FRAME WIDTH UNIT FRAME WIDTH ZrombeissomplAre WO So • SIM*,/ Z NOM 1171•40 Maw Cato. ity le -An ? , Lit4K_ SIDELITE DETAILS Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 8 201.. m V r-, 0 a 0 0 N c 0 t_> 0. U N 0 6 8 a LJ aT .0 .«' 0 0 0 CV r I 0 5S 0 v pll ii ) a u drawing no. W12-08 (sheet 6 of 9 • • •� • • • • • • • LOCKS: OPTION #1: ACTIVE LEAF• 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM INAFTWE• 4EAF• 2 PVC LOCK AlS .MBLL BY 'INTERLOCK USA INC.' 1/2: .17416,1HROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD IND SIM. • THROW BOLTS AtTkin TO LOCK BY 3/8" CONNECTING RODS LOOK LOCATED AT.¢271/2" FROM BOTTOM • • • • • ••• • OPTION g2: • • • • ACTIVE LEW. •••••• CONVENTIONAL DOOR•EOCKSET WITH HANDLE DELTA 690 BY '14W4661' LOCATED AT 39-1/4" FROM BOTTOM KE`F-0PERATED ON EATERIOR AND THUMB TURN ON INTERIOR. THROW'B LT LOCATED AT 44-3/4" FROM BOTTOM CONCEItLtD FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDEUTE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20818 -KN -3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 65±5 35 - 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 65±5 HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. ONO 245 NOM Mid Elsie hided Engr: JAVAD AHMAD CIVIL FLA. PE #7,0592 C.A.N. 3538 ftttt1'-grII"7 n m4" V COMP-ANL\W12-08ECOj t 4t rg0 u. O ton O co ai'vM g O O. Q el1•I O Iwe 11.110=g SERIES 600 ALUM OUTSWING ENTRANCE DOOR JU 0 N v rn M rn O cD ZE 3z� 0 O zw U �w_I W O)M FY- rn 0 y .5 1- c 0 0. 0 N .o 0 N 0 0 c I 0 0 x v a r u drawing no. W12-08 sheet 7 of 9 ) • • • • • • ••••. • 1 • • • •• . 4.000 7 0 b 78 .625 1.625 f�2.062 --moi 0 DOOR FRAME HEAD/SILL 4,000 1.0_1.750 --"i 4.750 ('J LEAF TOP/BOTTOM RAIL LEAF HINGE STILE -II[-.519 _ .803 t 045 1.047 F� 14 GLAZING BEAD 5/16" GLASS b -moi I�-.394 .803 -.050 1.047 I -"- GLAZING BEAD 7/16" GLASS iI �{ �•�-.130 .803 4, .045 -�I1.172 15 GLAZING BEAD INSUL. GLASS 0 SIDELITE TOP & BOTTOM FRAME .078 • •• �' • f�-1•.81•2 -�1 ••• • • •• CRAME •COVtR • • • • • • • "887 • •. 1 •4:• • • • ••• • • i•• • ,050• 1,197 • .• ... • �� .154 • • • is •.,., SNAP.c,OVkR 4.000 q .078 �1.500� .329 .625 (3) 2.097 DOOR FRAME JAMB -1.507 -I 7.531 3.719 IS L o-.078 8.250 (3) 9" BOTTOM RAIL LEAF LOCK STILE 4.000 LEAF ASTRAGAL STILE .078 4.000 x1.5004 .719 1.507 () SIDELITE FRAME JAMB 000 �I 4A 9.000 7 1.625 SIDELITE 9" BOTTOM FRAME .312 LEAF W'STRIP ADAPTER LEAF ALIGNMENT BRACKET t3 LEAF CLAMP HINGE BACK-UP PLATE -�{ 1.250 4.188 .078 (.6) SIDELITE SLIP ON JAMB .719 1.750r- F.281 .125 3.781 SIDELITE MULLION REINFORCING Engl.': JAVAO AHMAD CML FLA. PE # 70592 C.A.N. 3538 N�4 t �rltb. a 2- 'NWWO" Cede r•erafri �:� 2012 /.yPaint V . 1 0 W 0 N J a 2 U c JU 0 J � o W } w co o') 0 to ,71 o • 3Z�� 0 0-t0� W M r N N a) c 0 0 U) .o 0 D iti CsJ0 0 ,c N I I N 0 ii L co ii 0 0 v drawing no. W12-08 sheet 8 of 9 } . E . • . • • ••••i • •••• • • • • • • •••• • •• • • • ••• • • • • • • •• • • • ••• • DOOR FRAME CORNER ••• • • • • • • • • • • •• •• • • • • • •• • • • • • ••• • • •• • • • •••• • • • •••• • LEAF CORNER SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER Engr: JAVAi7 AHMAD CML FLA. PE # 70592 C.A.N. 3838 8 ir'+ r srws� 1-2- 2012 (3 J -J 0 rn cw o w v Ew t. H co oh r � O O• M I') — : ado Z a O W• a : ) N C 0 .N C 0 Q. c 0 N 0.3 'D 0 N 0 0 Ldote: 02-13-12 c u drawing no. W12-08 sheet 9 of 9 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC -5-15-1153 Permit Type: Residential Construction Work. Classification: Alteration Issue Date: 8/17/2015 Expires: 02/13/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap 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 #:1132050100070 Owner's Name: Job Address: 1263 NE 94 Street Bond Number: Miami Shores. FL Owner's Phone: (954)288-7886 Total Square Feet: Total Job Valuation: 2197 $ 64,470.50 Contractor(s) Phone Primary Contractor CONSTRUCTION UNLIMITED GROI (305)213-1878 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. '.1LIK5e's efrteiP44'n `,,,2,,,,,j 6,00U ‘,L6F\--- t•; -1-t° ArS e04-te 7---- .6('' scd2 ei= w4tA- i wine ac 0 ate, (-r .. W441 CoU(,oVIA— 1el-ea"--v / L°&Pt/41 ei-C. 416 . bit 1« NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL DATE INSP INSPECTION DATE INSP Foundation Rough Stemwall 2nd Rough Slab ELECTRICAL �/ ...‘"/6' Columns (1st Lift) DATE INSP Columns (2nd Lift) Sewer Hook-up Tie Beam Gas =hSng LP Tank Pool Deck Bonding f D 4 Bucks Main Drain Windows/Doors .(J 7'A 7�G 3/3..V((� Interior Framing ;71i_A 6 Insulation J Ceiling Grid HRS Final Drywall I/ 4 )t ))I,o Firewall r "' i� Wire Lath Pool Steel INSPECTION Pool Deck INSP Underground Pipe Final Pool 44. Final Fence Rough Screen Enclosure Driveway Ventilation Rough Diivev.dy ode Hood Rough Tin Cap Pressure Test Roof in Progress Final Hood Mop in Progress Final Ventilation Final Roof 101- Final Pool Heater Shutters Attachment ,' , o. / ..., ' L` Final Shutters i."; 6', IT,2r /d Rails and Guardrails jd&espio, c-,;1,/aG ADA compliance FINAL g =� A rte, DOCUME ' TS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS 73-6001) P Ca. F+rc4^R is Lpl,E "Taeok4auT? Awst Ai4�eA 1 o P(,Y • o p1 461,0 c l%- (a r1.4JR ft2OvvU. Oct. 08 / RV 8/31/09 ZONING INSPECTION DATE INSP Zoning Final (kVA&ZCi ZONING COMMENTS it Z2 i. Rough Water Service 2nd Rough ELECTRICAL �/ ...‘"/6' INSPECTION DATE INSP Temporary Pole Sewer Hook-up 30 Day Temporary Gas Pool Bonding LP Tank Pool Deck Bonding Lawn Sprinklers Pool Wet Niche Main Drain Underground Backflow Preventor Footer Ground Interceptor Slab Condensate Drains Wall Rough HRS Final Ceiling Rougly—, 0. /f COMMENTS Rough /)1.` - "' i� i elephone hough Telephone Final4. INSPECTION TV Rough INSP Underground Pipe TV Final af',- 44. Cable Rough Rough Cable Final Intercom Rough Ventilation Rough Intercom Final Hood Rough Alarm Rough Pressure Test Alarm Final Final Hood Fire Alarm Rough Final Ventilation Fire Alarm Final 101- Final Pool Heater Service Work With ,' , o. / ..., ' L` FINAL i."; 6', IT,2r /d ELECTRICAL COMMENTS jd&espio, c-,;1,/aG FIRE INSPECTION Final Sprinkler Final Alarm FINAL DATE INSP INSPECTION DATE INSP (kVA&ZCi it Z2 i. Rough Water Service 2nd Rough Top Out �/ ...‘"/6' Fire Sprinklers ( Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING 0. /f COMMENTS MECHANICAL' INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum INAL MECHANICAL COMMENTS I gob,erk Cobwx q-54- 2�g _ -71)8G Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. O Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. O Certificate of Soil Treatment (Final treatment-original)1 CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." O Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. O Soil Compaction Letter (Density report is required) O Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) O Backflow preventor certificate (Required on commercial projects only) O Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 Certificate of Comp Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 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: Square Footage Description of Work Contractor CONSTRUCTION UNLIMITED GROL Date Issued Occupancy Load Occupancy Type 1263 NE 94 Street Miami Shores FL 33138