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RC-16-2786Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -10-16-2786 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 11/29/2016 Expiration: 05/28/2017 Parcel Number Applicant 12 NE 96 Street Miami Shores, FL 33138 1132060130660 Block: Lot: GDS HOLDINGS GROUP LLC Owner Information Address Phone Cell GDS HOLDINGS GROUP LLC 151 N NOB HILL Road PLANTATION FL 33324- (754)244-4697 151 N NOB HILL Road PLANTATION FL 33324- Contractor(s) Phone NOVA BUILDING CONTRACTOR INC (786)985-3810 Cell Phone Valuation: Total Sq Feet: $ 5,600.00 200 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: -REPLACE DOOR AND REMOVE E Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: -REPLACE DOOR AND REMOVE E Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $3.60 $2.52 $2.52 $1.20 $168.00 $120.00 $24.00 $4.80 $326.64 Pay Date Invoice # 10/14/2016 11/29/2016 Pay Type RC -10-16-61649 Check #: 1182 Credit Card Amt Paid Amt Due $ 200.00 $ 126.64 $ 126.64 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss lnsp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Planning Review Structural Review Building Review Mechanical Review Plumbing F. Termite Letter F. Elevation Certificate Declaration of Use 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 AFFI+AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction - , , z.� i►g. Futhermore, I authorize the above-named contractor to do the work stated. November 29, 2016 Auth • r e Signature: wner / Applicant / Contractor / Agent Date Building Department Copy November 29, 2016 1 U ti BUILDING PE ' IT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING 0PLUMBING ❑ MECHANICAL OPUBLIC WORKS JOB ADDRESS: 12_ NE. % t i�yLvJ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ,ECEIV ED OCT 4 2016 FBC 2014 Master Permit No. 2C, t 0-16 —2786 Sub Permit No. ❑ REVISION ❑ EXTENSION p RENEWAL ❑ CHANGE OF ❑ CANCELLATION 0 SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 I " 3200 - 013- 0(0 (Q0 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�G 13J t (OLVING ouu 12 �-� Address: 2.3 6 SE AP TEA A 10 City: HO iMEd J rn State: — Zip: .3e( 3 Tenant/Lessee Name: Phone#: Email: Phone#: �T 54 3'1I 1919 CONTRACTOR: Company Name: i 1OO DUI LD 1 NC u QOU Address: 5248 NW t8(o SrvEEr Phone#: . City: MIA -f4( G--A()E-1`J 1 State: Zip: 330555 Qualifier Name: Til -11-112.0 y S 1 MO 0 Phone#: 106 105 3610 - State Certification or Registration #: CGC, 1511q 1 (0 Certif�icaatee of Competency #: //__ DESIGNER: Architect/�Enn/gineerr�:1r3ACik �NC41 t4EE..1 hNG 1 ft 1 t. ARANO() Phone#: 6' 314 6a'FZ Address: Ib421 SMPf(( P -E 13NP ,." • City: WEIMN State: - Zip: 33 331 Value of Work for this Permit: $ ) (0 0 0 — Square/Linear Footage of Work:*zO 0 .SF Type of Work: ❑ AdditionAlteration ❑ New Repair/Replace ❑ Demolition Description of Work: mukcg DoOa m30 ,r? MOV fic Ex(Jflt4Q W1 NOVt4 11J GAvt.4GE_ Roto Vf P/449-rl+ 1oN w DA ]ff if REPI.ACE VA N I Ty IN Pt t,4A E 1 n1 DIllMAI. IN 1 Q M . niLACE I )TN -PL 4 COU .TOP Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ atruaurai reviews Permit Fee $ Radon Fee $ . 8� i 20 RD a CCF $ . CO/CC $ 2 ' DBPR $ 2. ' SZ' Notary $ Training/Education Fee $ 1 Z. O Double Fee $ esona Bonding Company's Name (if applicable) u IA- • 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. Signature — Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this "l day of t OW E/L/, 20 by 7 day of d-> C 7eie-, , 20 1 4 , by (9 VN° , who is •ersonally know to P 1 T LP9j 6I on who i ersonally know to me or who has produced as me or who has produced as identification and who did take • oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: NOTARY PUBLIC STATE OF FLORIDA Comm# FF171383 Ex • = a 10/23/2018 APPROVED BY /7 Lf Plans Examiner BUILDING GROUP NOVABUILDINGGROUP.COM 305. 239.9080 MIAMI, FL January 3, 2017 State of: Florida County of: Miami Dade Before me this day personally appeared F't1ze Skt--tow who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at 12 NE 96th st Miami Shore Fl Sworn to (or affirmed) and subscribed befy • me this 3 day of 4.44 U.4,r_i .2017 by' Personally Know V' Or Produced Identification Type of Identification Produced Pri . e or Stamp Name of Notary AP"." t., YVONNE WILLIAMS MY COMMISSION R FF 102614 * ` * EXPIRES: Match 26, 2018 IFOF P ec, Bonded Thru Budget Notary Services Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YCJJ ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this - a day of , 2011 . who iersonally kno to me or has produced as identification. By C-rik$2<yri- S Notary: SEAL: r°.`°R •:Tkc., YVONNE WILLIAMS MY COMMISSION # FF 102614 HI ,i EXPIRES: March 26, 2018 rEaoe`O Bonded Thru Budget Notary Services DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER - IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION 13 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements - N C NAME: PHOE "N )_ (352) 6749015 1W,,,,,),(352)674-9037 Apt ess:bsabotka@bellsouth . net PRODUCER ALL IN ONE INSURANCE 526 N US Hwy 441/27 Lady Lake, FL 32159 INSURED INSURER(8) AFFORDINC COVERAGE NAICS MANCO AIR,INC 4314 NW 120TH AVE CORAL SPRINGS, FL 33065 561-901-7641 INSURER A: LLOYDS OF LONDON/AMELIA INSURER B : PROGRESSIVE EXPRESS INS COMPANY INSURER C ; INSURER D INSURER E INVRER F : COVERAGES CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOC CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.Y EFF U INSIL ��' WI POLICY NUMBER (MM/ D/YYYY (MMd/DD/YYXY) LTR TYPE OF INSURANCE IN80 wyM �. A X COMMERCIAL GENERAL LIADIUTY CLAIMS -MADE X OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO- JECT OTHER; B AUTOMOBILE LIABILITY X ANYAUTO OWNED AUTOS ONLY HIRED AUTOS ONLY UMBRELLA LIAR EXCESS LWB X SCHEDULED AUTOS NON -OWNED AUTOS ONLY OCCUR CLAIMS -MADE DED RETENT ON $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETCR/PARTNEWEXECUTME OFFICpR/MEMBER EXCLUDED? (Mandatory in NH) If yes describe under DE86R)PTION OF OPERATIONS below Y/N n N/A CIBFL0029338 08213365-4 10/18/16 08/23/15 10/18/17 08/23/16 DESCRIPTION OF OPERAT)ONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is requlr 2004 DCX SPRINTER 2500 4X2 WD2PD644745613873 Air Conditioning Contractor license number CAC058505 REVISION NUMBER: NAMED ABOVE FOR THE POLICY PERIOD UMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS, LIMITS EACH OCCURRENCE $ 1,000,000 DREMISE", (Ea PRoccurrence) $ 1001000 MED EXP ( y One person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2 , 000 , 000 PRODUCT8 - COMP/OP AGG 6 2,000,000 $ COANED SINGLE LItJIIT (Ea accident) $ BODILY INJURY (Per person) $ 100,000 BODILY INJURY (Per accident) S 300,000 PO -PERT? DAMAGE$ (Por accident) 50,000 $ EACH OCCURRENCE $ AGGREGATE $ $ PER OrH- STATUTE ER E.L. EACH ACCIDENT 5 E.L. DISEASE - EA EMPLOYEE $ el. DISEASE - POLICY LIMIT $ KO CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Miami Shores Village Bldg Dept 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 FAx:305-756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD OFFICE OF THE PROPERTY APPRAISER Detailed Report Summary Report Property Information Year 2016 Folio: 2014 Land Value 11-3206-013-0660 Property Address: $246,928 Building Value 12 NE 96 ST Miami Shores, FL 331 50-1 71 6 12 NE 96 ST Owner ��'G,DS CHIMI GROUP INVESTMENT LLC HOLDINGS GROUP-, Owner �-. � lV€ TAAENT- �HIMIGROl1PAfltt>✓ GDS HOLDINGS GROUP LLC Mailing Address $366,316 Assessed Value 235 SE 29 TER 10 HOMESTEAD, FL 33013 USA Primary Zone $260,438 $50,000 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use Taxable Value $214,358 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half Regional Exemption Value 3 /2 /0 Floors $50,000 Taxable Value 1 Living Units $210,438 1 Actual Area 0689 1,838 Sq.Ft Living Area 02/01/2003 1,524 Sq.Ft Adjusted Area Sales which 1,680 Sq.Ft Lot Size 3261 13,000 Sq.Ft Year Built 03/01/1994 1940 Assessment Information Year 2016 2015 2014 Land Value $324,852 $246,928 $246,928 Building Value $116,928 $116,928 $117,497 XF Value $2,281 $1,869 $1,891 Market Value $444,061 $365,725 $366,316 Assessed Value $264,358 $262,521 $260,438 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $179,703 $103,204 $105,878 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description Generated On : 10/13/2016 Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $214,358 $212,521 $210,438 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $239,358 $237,521 $235,438 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $214,358 $212,521 $210,438 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $214,358 $212,521 $210,438 Sales Information OR Previous Price Qualification Previous Sale Book- Description Previous Owner 1 Owner 2 Page 06/10/2016 $375,000 30113- Qual by exam GUILAINE M 2326 of deed CHARLEMAGNE 04/01/2004 $315,000 22266- Sales which 0689 are qualified 02/01/2003 $270,000 21010- Sales which 3261 are qualified 03/01/1994 $100,000 16314- Sales which 2067 are qualified MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 811 BLK 5 LOT SIZE IRREGULAR OR 21010-3261 02 2003 1 COC 22266-0689 04 2004 1 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.goviinfo/disclaimer.asp Version: FLORIDA DEPARTMENT OF STATE DIVISION OF CORPORATIONS .510/�!z ra Detail by Entity Name Florida Limited Liability Company DS HOLDINGS GROUP LLC Filing Information Document Number L11000026248 FEI/EIN Number 27-5333256 Date Filed 03/02/2011 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 06/02/2015 Event Effective Date NONE Principal Address 11053 NW 40TH ST SUNRISE, FL 33351 Changed: 06/02/2015 Mailing Address 151 N NOB HILL RD #355 PLANTATION, FL 33351 istered Agent Name &. ddress .SANDS7GREGCITY1 ''15fN NOB HILL RD"#355 PLANTATION, FL 33324 Address Changed: 06/02/2015 Authorized Person(s) Detail Name & Address Title MGR SANDS, GREGORY 662 nw 89th ave plantation, FL 33324 Title AMBR SANDS, INDIRA 11053 NW 40TH ST SUNRISE, FL 33351 Annual Reports Report Year Filed Date 2014 03/24/2014 2015 08/11/2015 2016 02/10/2016 Document Images 02/10/2016 — ANNUAL REPORT 08/11/2015 — ANNUAL REPORT 06/02/2015 — LC Amendment 03/24/2014 — ANNUAL REPORT 01/24/2013 — ANNUAL REPORT 08/23/2012 — ANNUAL REPORT 03/02/2011 — Florida Limited Liability View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Copyriqht © and Privacy Policies State of Florida, Department of State Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 5882130 BUSINESS NAME/LOCATION NOVA BUILDING GROUP INC 5248 NW 186 ST MIAMI, FL 33055 OWNER NOVA BUILDING GROUP INC C/O FITZROY M SIMON QUALIFIER Worker(s) 1 MIAMIEZE RECEIPT NO. RENEWAL 6135412 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at ptace of business Pursuant to County Code Chapter BA -. 9&10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1511916 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 09/29.2016 CREDITCARD-15-059755 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade code Sec Sa-27b. For more information, visit www.mlamidade.ggvitaxcollector JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION " CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW " CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 8/30/2016 EXPIRATION DATE: 8/30/2018 PERSON: SMITH TEDROY R FEIN: 811455552 BUSINESS NAME AND ADDRESS: TRS ELECTRIC,LLC 10190 NW 24TH CT SUNRISE FL 33322 SCOPES OF BUSINESS OR TRADE: LICENSED ELECTRICAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by fEng a certificate of election wider this section may not recover benefits or compensation under this chapter. Pursuant to Chaps 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S.. Notices of election to be exempt and certlficaba of election to be exempt ales be subject to revocation it at any time alter the RN of the notice or the issuance of the certificate. the person named on the notice or certificate no lager meets the requirements ements of thb section for issuance of a certificate. The department shall revoke a DFS-F2-0WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2016 THROUGH SEPTEMBER 30, 2017 DBA: Business Name: TRS ELECTRIC LLC Owner Name: TEDROY R SMITH Business Opened:08/26/2016 Business Location: 10190 NW 24 CT SUNRISE State/County/Cert/Reg:EC 13007 5 8 7 Business Phone: 954-471-6365 Exemption Code: Receipt #:113_1EC RICALL%ALARMS/CONTRACTOR 1 Business Type: (ELECTRICAL CONTRACTOR) II Rooms Seats Employees Machines Professionals 1 Tax Amount 27.00 Number of Machines: For Vending Business Only Vending Type: Transfer Fee NSF Fee Penalty Prior Years Collection Cost 0.00 0.00 0.00 0.00 0.00 Total Paid 27.00 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 WHEN VALIDATED 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. Mailing Address: TEDROY R SMITH 10190 NW 24 CT SUNRISE, FL 33322 2016 - 2017 Receipt #03A-15-00009354 Paid 08/26/2016 27.00 Miami Shores Viiiage Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: -0(5 E /-e Ir: 4, Z4 BUSINESS ADDRESS: 10 90 Nu/ 2L /L C 'T CITY suxrist STATE /L ZIP .�33 22 BUSINESS PHONE: (9s(t ) 4 ?l - L 3LS FAX NUMBER ( ) CELL PHONE (?51 ) 4 71- 4.3 ‘`S QUALIFIER'S NAME: Teo6roy QUALIFIER'S LIC NUMBER: 1300 7- 7 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SMITH, TEDROY RONALD TRS ELECTRIC, LLC 10190 NW 24TH COURT SUNRISE FL 33322 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION EC13007587 ' ;ISSUED: 07/26/2016 CERTIFIED ELECTRIC` LCONTRACTOR SMITH, TEDROYRON�Lb`. +, TRS ELECTRIC, LCC !`.''=' 7;4 IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2018 L1607260000384 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD LICENSE NUMBER EC13007587 The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 SMITH, TEDROY RONALD TRS ELECTRIC, LLC 10190 NW 24TH COURT,_ SUNRISE -FL 33322 r, r ISSUED: 0726/2016 • L A Li L..] ":4' DISPLAY AS REQUIRED BY LAW . s - SEQ # L1607260000384 ®-FLOM- A BUILDING 1.16II al IIv,:l'I\I1 I'oMI•I,,%TION BOUNDARY SURVEY PROUDLY SERVING FLORIDA COAST TO COAST OFF:(877)-894-8001 www.FloridaLandSurveying.com 12555 BISCAYNE BOULEVARD # 934 NORTH MIAMI, FLORIDA 33181 SCALE 1' : 30' LOT -4 BLOCK -3 FL!? 1/2' ; NO�oL1 5.10' 1.07' LOT -12 BLOCK -3 LOT -5 BLOCK -3 75.00'0M)0P) * S89'38 00 'E 6 CHAIN LINK FENCE LOT -6 BLOCK -3 F.1.R 1/2' NO CAP LOT -l0 LESS THE SOUTH 10' BLOCK -3 4.94' THE WEST 1/2 OF LOT -11 T.FLSS THE CL SOUTH 10' BLOCK -3 THE EAST 1/2 OF LOT -I1 LESS THE111-. SOUTH 10' W BLOCK -3 00 0.1(Z H.P 1/2' NO CAP ra• 50.20' + U TWO STORY RESIDENCE #455 I.F.F. ELEV: 14.96' 2.56 11.83' N 12.01' 26.36' IIs IR.n.nne,lpp. ur, NNW• cq J x +\\• PALMS 0=12 �° 0=12' H==25� FA '�4n— 1 v _C=1 1 "; • N8936'00 "W 75.00'(M)(P • • • THE S9UTI110' ,x. ORIGINAL LOT UNE:) CO_NK. G 9' CONK. 0.79' LOT -9 BLOCK -3 a_ O 0 0 U cc, 2 GNP? F.LP 1/2' 120 00' F.LP 7/2' NO GP A 4 : • . V BLOCK WALK .. COR O LOCATION SKETCH Scale 1 "=•PF .5. • • • • •• • •••• • • • • ••.• • • •••• • • • • •••• • •••• • • • ••• .•• •••• • • • • • • • • • • .• • t\'s N.E 62nd STREET 38' ASPHALT PAVEMENT 60' TOTAL R/W • • • • • • • • • • • •• • • •••• • • • • • •• • LEGAL DESCRIPTION: LOT 10 AND THE EAST 1/2 OF LOT 11, LESS THE SOUTH 10' BLOCK 3, OF "NORTH GATE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, AT PAGE 88, OF THE PUBLIC RECORDS OF MFiAMI—DADE COUNTY, FLORIDA. FLOOD INFO: Community. MIAMI—DADE Co. Uninc. Areas 120650 Map & Panel #: 12086C0308 Suffix: L Flood Zone: X Base FLood Elevation: N/A CERTIFIED TO: XXXXXXXXXXXXXXXXXXXXX This Survey has been prepared for the exclusive use of the entities named herein and the Certification does not extend to any unnamed party. ADDRESS: 455 NE 62nd STREET, MIAMI FLORIDA 33138 LEGEND' P.O.C.= Point of Commencing R. = Record • . .B.= Point of B innin M. = Measured C.B.W.= Concrete TBI�ckPavement VYQaII C. = Calculated PVM P = C/P - Concrete Porch R/W.= Righ of Way F.I.P.= Found Iron Pipe t = Wood Fence I.R.C.= Iron Rod and Cap -•- = Chain Link Fence C = Centerline A/C= Air Conditioner P.L - Property Une U.E.= Utility Easement P.O.L = Point on Line B.O.B.= Basis of Bearing IP - Iron Pipe R.O.H.= Roof Overhang Swk = Sidewalk PL = Planter Conc = Concrete C&G= Curb & Gutter CBS Concrete Block OOB L=UOvereead Wire i esLine 0 Structure 1(y�'- Existing Elevation RES = Residence FH = Fire Hydront F.F.E.= Finish Floor Elev. WA= Wood Roof B.C. = Block Corner PWY = Parkway ENCR.= Encroachment FTID N/D Found Nal&Disk k/ - Aluminum Roof C/B - Catch Bosun A/S. = Aluminum Shed SURVEYOR'S NOTES: 1—OWNERSHIP IS SUSECT TO OPINION OF TITLE 2—NO UNDERGROUND IMPROVEMENTS WERE LOCATED 3—ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (UNLESS ASSUMED). 4— THERE MAY BE ADD177ONAL RESTRIC71ONS NOT SHOWY IN THIS SURVEY THAT MAY BE FOUND iN THE COUNTY PUBLIC RECORDS 5—LEGAL DESCRIPTION PROVIDED BY CLIENT 6—UNLESS OIHERWSE NOTED RECORDED AND MEASURED 7—BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED 8—ALL FIELD MEASUREMENTS TAKEN FOR THIS SURVEY WERE MADE WTH ELECTRONIC TRANSIT AND/OR STEEL TAPE W/ACCU. 1:7500 9—THIS SURVEY IS FOR USE AS PER REQUEST AND NOT FOR ANY OTHER PURPOSE. 10— THIS SURVEY WAS PREPARED WTHOUT THE BENEFIT OF A COMMITMENTS FOR TITLE INSURANCE 11— DATE OF FIELD WORK 10-12-2016 WPP 'IL WOOD POWER POLE LP >5 UGHT POLE FlI }0 FIRE HYDRANT SEC. SECTION ¢ CPP CONC. POWER POLE S.V. " SEWER VALVE GM GV a GAS METER GAS V. SAN. • SANITARY MANHOLE S.S. • DRAINAGE MANHOLE NOTE: THE FLOOD DATA PROVIDED IS FOR INFORMATION PURPOSES ONLY, THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION PROVIDED THE LOCAL FEMA AGENCY SHOULD BE CONTACTED FOR VERIFICATION. BASIS OF BEARING BASE: BEARING BASE SHOWN HEREON ARE BASED ON SOUTH LINE OF LOTS 10 & 11, BLOCK -3, BEING N89°38'00'E CALCULATED. as" 'C�CEN FAtipF"' No.5718 ¥ ARLOS HE PROFESSIONAL. SU OR AND MAPPER LB 7612 / 0-12-2016 ELECT FILE CODE #455NE626TMIAMI Survey is not valid without the signature and raised/digital seal of the Florida Registered Professional Land Surveyor and Mapper The boundary survey of the property shown hereon is in accordance with the description furnished by the client. No search of public records has been made by this office for accuracy or omissions. Subject to opinion title and any dedications, limitations, restrictions or easements of record. No underground improvements and/or utilities were located. I Hereby Certify. That the attached boundary survey of the property described below is to the best of my knowledge and belief accurate as recently surveyed under my direction; also that there are no above ground encroachments other than those shown, and that this survey meets the minimum technical standards set by the Florida Board of Land Surveyors as set forth in Section 472.027 (F.S.) Chapter 61G17-6 of The Florida Aministrotive Code. MecaWind Std v2.2.7.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprisen.com Date : 10/7/2016 Company Name : True Address : 12 NE 96 ST City : MIAMI SHORES State Project No. : JobNo Designed By : RAFAEL ARANGO Description : NEW GARAGE DOOR Customer Name : Customer FLORIDA Proj Location : Location File Location: C:\Users\catalina\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Pitch of Roof h: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= Bldg Length Along Ridge = Length of Hipped Ridge = 175.00 mph III N/A 1.00 9.50 0.11 0.15 0.20 0.20 1.777778 : 12.00 ft 14.00 ft .00 ft 55.50 ft 10.00 ft Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin 12 Slope of Roof(Theta) Type of Roof Eht: Eave Height Overhead Type Bldg Width Across Roof Slope on Hip Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 8.43 Deg HIPPED 10.00 ft No Overhang Ridge= 54.00 ft End = 9.97 Deg = 0.85 15.00 0.23 427.06 0.92 0.88 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 ft ft • • • • • •• • • •••• • • •••• • • •• •• Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 • • ••••• • •••• • • • • •••• • •••• • • • •••• • • • • •• • • •• • • • • Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area 0.85 = 1.00 33.94 psf = 0.80 3087.94 ft^2 0.80 MWFRS-Wall Pressures for Wind Normal to 55.5 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 - 20.53 -8.32 - 26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 5.0 ft Roof: 5.0 ft to 10.0 ft Roof: 10.0 ft to 20.0 ft Roof: 20.0 ft to 54.Oft - 0.90 - 0.90 - 0.50 - 0.30 - 32.07 - 32.07 - 20.53 - 14.76 - 19.86 - 19.86 - 8.32 - 2.55 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 8.4 Deg, h/1= 0.19 MWFRS-Wall Pressures for Wind Normal to 54 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall • • • • • • • • • •• • •••• • • • • Cp Pressure Pressure • • • +GCpi (psf) -GCpi (psf) •••• • • • • • • Leeward Wall -0.49 -20.37 Side Walls -0.70 Wall •••• • - 8.16 • • - 26.30 -14.09 • • •• •• Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi • • • •••• • •••• • • • • • • Windward 14.00 0.85 1.00 0.80 33.94 16.97 29.19 37.35: ••• • • • Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.35 •• • •••• • • • • • •• • Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 6.0 ft Roof: 6.0 ft to 12.0 ft Roof: 12.0 ft to 24.0 ft Roof: 24.0 ft to 55.5 ft -0.90 - 0.90 - 0.50 - 0.30 - 32.07 - 32.07 - 20.53 -14.76 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) - 19.86 - 19.86 -8.32 -2.55 3 Hip Roof 7<8<=27 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ 4.80 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf GARAGE DOOR GARAGE DOOR 9.00 8.00 72.0 4 0.76 -0.95 32.03 -38.31 9.00 8.00 72.0 5 0.76 -1.10 32.03 -43.35 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 0.85 = 33.94 psf • • • • • • • • • •• • •••• • •• • • •••• • • • •••• • • • • • • •••• • •••• • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • MIAMI. COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE -OF ACCEPTANCE (NOA) MLAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mlamidade.gov/economv Advanced Garage Door Corp. 9422 N.W. 109 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 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 Mlami-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: 24 ga Raised Panel Steel Sectional Garage Door up to 16'-O" Wide APPROVAL DOCUMENT: Drawing No. 07-21, titled "Sectional Residential Garage Door", sheets 1 through 4 of 4, dated 10/31/2007, with revision B dated 01!08/2013, prepared by Al-Tarooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renew/! stamp with the Notice of Acceptance number and expiration date by the Miami Dade Count' Pnoikict Cdntrol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •... . • ...... ••.• LABELING: A permanent label with the manufacturer's name or logo, manufacturin(&ddress, t • number, the positive and negative design pressure rating, indicate impact rated if appJ ajie, installation instruction drawing reference number, approval number (NOA), the applicable test sZZtttrds, and tlie• • statement reading `Miami -Dade County Product Control Approved' is to be located oa.the.door's side track, . ; • bottom angle, or inner surface of a panel. • • . • RENEWAL of this NOA shall be considered after a renewal application has been filed and tharShas been no change • • • in the applicable building code negatively affecting the performance of this product. •• • • • . ...... .'• ...... • . ..... . . ..... TERMINATION of this NOA will occur atter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: 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 renews NOA # 08-0415.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0805.07 Expiration Date: October 23, 2018 Approval Date: September 19, 2013 Page 1 Advanced Garage Door Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07-21, titled "Sectional Residential Garage Door", sheets 1 through 4 of 4, dated 10/31/2007, with revision B dated 01/08/2013, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 08-0415.03" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 24 GA Steel Overhead Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07- 4283, ETI 07- 4283, dated 09/26/2007, signed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-9 along with marked -up drawings and installation diagram of 24 GA Steel Overhead Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4284, dated 09/26/2007, signed and sealed by Candido F. Font, P.E. 3. Tensile Test per ASTM E-8 of a 24 GA (0.025") thick Steel Skin, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-T752, dated 09/29/2007, signed and sealed by Candido F. Font, P.E. 4. Salt Spray Test per ASTM B117 for 1000 hrs of painted 0-40 panels, prepared by Q.C. Metallurgical, Inc., Test Report No. 8EM-557, dated 07/14/2008, signed and sealed by Frank E. Grate, Jr., P.E. C. CALCULATIONS 1. • . . ..• . • • • ...... •••• • ... Anchor verification calculations prepared by Al-Farooq Corporation, date1.01/08/2013,.signed.... •. and sealed by Javad Ahmad, P.E. ...... • •••. • . "Submitted under NOA # 08-0415.03" •••• • 2. Anchor verification calculations, complying with FBC-2004, prepare8 W A3-Farooq: • • • Corporation, dated 03/12/08, signed and sealed by Humayoun Farooci,'P.t • • • • • • ...... • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (AB). • • E. MATERIAL CERTIFICATIONS 1. None. •. . • . •••. • . • •. • F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by AI-Farooq Corporation, dated 01/08/2013, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest issued by Al-Farooq Corporation, dated 03/12/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08-0415.03" E -1 elle /;ot3 • . ...... • . ..... . . ..... •..••. • • • ••.... •.•••. • . Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0805.07 Expiration Date: October 23, 2018 Approval Date: September 19, 2013 ROLLER HINGE 11 GA. GALV. STEEL ROLLER HINGE FASTENED W/ (4) 114 X 3/4" SMS ALTERNATE LOCK 2/ DOOR_ 4.781 X 3.3"W X .97)4 .078 THK. W ROLLER SIDE HINGE 14 GA. GALV. STEEL ROLLER HINGE FASTENED W/ (5) 114 X 3/4" SMS SPRING LOADED SLIDE BOLT LOCK (801)4 SIDES) FASTENED W/ (4) 114 X 1/2" S.MS. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FDIC 1012 REGARDING GARAGE DOORS 3/4" W X LATCH WITH 3-1/4" T 2-1/2" X 5-1/2" X .104" GALV. STEEL ROLLER BRACKET FASTENED WITH- (3) ITH(3) 114 X 3/4" SELF DRILLING SCREWS (.158 DIA. 737 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 O 1 SAFETY FACTOR CENTER ST LE OUTSIDE HANDLE END STILE INTERMEDIATE HINGE 7.49 X 2.27 X 1.32 X .051 THK. GALV. STEEL ROLLER HINGE FASTENED W/ (4) 114 X 3/4' SMS (2) TOP ROLLER BRACKETS EE SHEET 3 FOR DETAIL ,ii N `'d e 1 1 i GGG r 11 « i'ri h 11- d l', ri) I �® I1 Ylt,1I V Al6 p``yy 0 Y V 0 V y (� 1 ,. �� ,Mil 1— V �l IJI I I I 1, ___ A' n n n n n n tl I A 0 o oc V — L���1v�c— or– 10 -- - s a cn awvv� _ v� v fv� «v �v SSI 12 GA. DAV. STEEL BOTTOM BRACKET -FASTENED WITH (5) 114 X 3/4" SELF DRILLING SCREWS 24" LSA 2 192" MAX. 24" LOCK BAR OUIDES INSTALLEO ON END STILE WITH (4) 114 X 5/8" SA15 181' X .8W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE •• • • • • • • • • • • • • • • • •. • • : : j •; •• •• GENERAL NOTES • • • T. *us 'RDOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA RAISING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MHZ). •• • • •• • • • 8 ANCHORS SHALL BE AS A>HOR•EIIBEDMENT O BASEDMA MATERIAL SHALL BE BEYOND WALL SPACED AS SHOWN ON DETAILS. • • • • • • • • • • (DRESSING DR' STUCCO. • • • • • • • .. !ILL SOLTS,•NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. •• • • • • 4. �nc:pvRIN(; OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN • • • • • 7F�1 OETAlL3 ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF NICHORS INTO W000 ONLY. OPTIONAL VENTS 0 BOTTOM SECTION 1/2" X 4" PUNCHED SLOTS OPENING AREA FOR 000R NOT TO EXCEED 120 SO. IN. DOOR WIDTH COLONIAL DESIGN INSIDE ELEVATION 24 GA. RAISED PANEL EMBOSSED DOOR UFT HANDLES FASTENED TO STEP PLATES W/ (2) 1/4-20 X 5/8" TRUSS HO. 801.T AND NUT THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ••S • • •• • • •• OPTIONAL FLUSH FACE WOOD GRAN DESIGN MAXIMUM DESIGN LOAD RATING m + 80.0 PSF (FOR 512ES SHOWN OR SMALLER) - 70.0 PSF En9r. JAVA') MOW CML FIA PE / 70592 C.AN. 3538 2013 PRODUCT NEWED aoeglyilrREMlt1 Wr FI I4. Evildir. Code AaspVrI No Jji 8 1 1 8 drawing no. 07-21 sheet 1 of 4 00, • • • • • ••• • • • • 000 • • • • • • • • • • • ••• .• •0 • • • ••• ••• • 4100 • • BRACKET INSTALLATION ANCHORS TYPE STRUCTURE EMBED D. PER BRACKET CL TO CL SPACING 5/18' LAG SCREWS WOOD I-7/18" 2 1" 3/8" WEDGE -BOLT ANCHOR BY 'P001685' CONC. GROUT FILLED BLOCK 3-1/2' 1 - 5 15" DRIL-FLEX i/4' THK. ALUM - 1 - 5/1•" DRIL-FLEX 1/5" MK. STEEL - 1 - CONC . MN. 3000 PSI EDGE DIST, BRACKET INSTALLATION ANCHORS SEE CHART ABOVE FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 STEEL STRUCTURE BY OTHERS MUST SUPPORT 1HE LOADS IMPOSED BY DOOR SYSTEM BRACKET INSTALLATION ANCHORS SEE CHART ABOVE 2X8 SOUTHERN PINE • 2-7/2".... 0.55 5.0.• mT�I BRACKET INSTALLATION ANCHORS SEE CHART ABOVE JAMB BRACKETS 2" X 4 X 2-3/8" LONG 0.10" THK. SEE SHEET 4 FOR SPACING OPTIONAL STOP MOULDING BY 000R INSTALLER 1" X 2" X 14 GA OALV. STEEL TRACK FASTENED TO JAMB BRACKETS W/ (1) 1/4-20 X 5/8" TRUSS H0. SLOTTED M.S. & LOCK NUT MPS BENT OVER PANEL 1/2" PUNCHED HOLES POP TS 3/18" X 3/8" ALUM UM� OR 3/18" X 1/4" PLATED STEEL- S) ON EXTERIOR SIDE END STILE STILES GLUED TO PANEL P0P RTS 3/18" X 3/8" ALUMINUM 0R 3(/18" L X 1/4" PLATED STEEL. (4AON INTERIOR SIDE D EACH END 1.82" DIA. X .50" ROLLER WHEEL W/ .4.3 DIA. X 7" LONG ROLLER SHAFT .SII I.�IITIITA �".� n Ir nz� 1 Laml1111101111RIOr��VII(• •••• ••• • • • •• • • • • • • . • • ••• . • • • • • • • • •• ROLLER HINGE 11 GA. GALV. STEEL ROLLER MAGE FASTENED W/ (4) #14 X 3/4" SMS INTERMEDIATE HINGE • • • • 14 GA. GALV. STEEL • ••• FA�TENED e/:(1) /1 •• • •• ROLLER HINGE 4 X 4/4" S I§ • • • MTERI•OR SIDE .SECTIbN 8-6 • ••• • • . • • • . •• • •• • • • INTERMEDIATE HINGE 18 CA. GALV. STEEL ROLLER HINGE FASTENED W/ (4) #14 X 3/4" SMS 4 CENTER STILE Eny JAVAD M4AA0 CML RA PE 1 70592 C.A.N..3535 3/118'"14 3/8" ALUMINUM 0R 3/18" X 1/4" PLATED STEEL (4) ON INTERIOR SIDE 2 AT EACH END PRODUCT RENEWED r 4oaryl,Lq with 6e ylarfd4 SundAceeptenee t* Code Ey Mem * ^ • Central u J Z Fg I, 1 1 drawing no. 07-21 (sheet2 of 4 ••• • • • • • ••• • • •• • • . ••• ••• •• ••• •• ••• • • • •• • • • •• •••• 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET FASTENED W/ (6) /14 X 5/8" SMS 1.82" DIA. STEEL ROLLERS W/ .44 DIA, X 7" STEM 5/8" X 1-15/16" X 5/8" X .046" THK. RENNFORC•4G CHANNEL 5-1/2" LONG AT TOP & BOTTOM OF EACH SECTION FASTENED 41 (3) 3/16" STEEL RIVETS ON INTERIOR SOE OF PANEL MIN. 24 CA024" MIN.) ROLL FORME STEEL PANEL DRAWING DUALITY 0-40 MIN. YIELD STRENGTH . 38 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINT TOP COAT APPUEO TO BOTH SIDES OF STEEL 12 GA. GALV, STEEL BOTTOM BRACKET FASTENED WITH (5) 114 X 5/8" SELF DRILLING SCREWS SECTION A—A 20 GA. GALV, G40 ROLL FORMED STEEL RETAINER FASTENED • BBULLB TTYYTPEE RUBBER SEAL d8 X 1/2" SELF DRILLING SCREWS AT 24" O.C. MAX. 0 , 0 0 V f 2-1/2" X 5-3/4" X 3" X .104" GAM STEEL TOP ROLLER BRACKET FASTENED W/ (6) AI4 X 5/e` SMS TOP ROLLER BRACKET FOR LOW HEAOROOI Od PTION •• ••• • • • • • • • • •• • •• • • • • o •• ••• •• 3 7/8" 16 GA. GALV. STEEL 55 KSI MIN. 0-40 REINFORCING TRUSS AT CENTER OF EACH PANEL FASTENED W/ (2) 114 X 5/8" SMS AT EACH CENTER STILE AND (4) /14 X 5/8` SELF DRILLING SCREWS AT EACH END STILE (8 TOTAL PER END) • • o PLNFI. SECTIONS TYP, • •• NNFORCING TRUSS Aj•• L VTER V: EACH PANEL • • • •• • ••• • • • • ••• • ••• • ••• • • • • • • • •• • • •• • • • •• • ••• • • • • • • • • • ••• • • • • • ••••• • • • • • ••• • • • • •• ••• ••• • 0 • • • • • ••• • • •••• •• •• • • •' • 16 CA GALV. STEEL 55 KSI MIN. 0-40 REINFORCING TRUSS AT 5-3/4" FROM TOP OF PANEL FASTENED w/ (2) /14 X 5/8" SMS AT EACH CENTER STILE AND (4) /14 X 5/8" SELF DRILLING SCREWS AT EACH ENO STILE (6 TOTAL PER END) SECTION AT LOCK PANEL ONLY REINFORCING TRUSS AT TOP OF PANEL PRODUCT RENEWED so complying wNA de Midi BoIMIry Coes A4e1.0140 No 13 31 0,$ 7 �IL 'roam Control u• z z 8 MI L O W w Z§ E 0 g 0 c rog a .8< • a 1 C - b drowing 00. 07-21 (sheet 3of 4 ) • 5/18" X 1-5/8" LAO SCREWS INTO WOOD OR 5/18" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 4 PER BRACKET FLAG BRACKET HORIZ. TRACK SUPPORT, CENTER SUPPORT RE00. 014 DOORS EXCEEDING 8 FT. IN HEIQHT�s„ F C HOME. TRACK LENGTH • OPENING HEIGHT PLUS 12" JAMB BRACKETS FASTENED TO TRACK -W/ (1) 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT OR 1/4" RIVETS AT 24' 0.C. MAX. HORIZ. ANGLE 2 X 2 X 12 GA FOR DOORS EXCEEDING 8 FT. IN HEIGHT IIll•I 1-1/4" X 1-1/4' X 12 GA. FOR 000RS 8 FT. HIGH SECTION C—C WOOD FRAME BUILDINGS STUD WALLS OR ODOR OPENING (NOT 8Y ADVANCE DOOR) SHALL BE FRAMED SOLD BY NOT LESS THAN (3) 256 PRESSURE TREATED GRADE 2 SYP OR BETTER W000 STUDS. ST110 WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1" X 2" X 14 GA. QALV. STEEL ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. • • • • • • • • • WOOD BUCK CONNECTION TO MASONRY • TRAW.$F�IL BE SECURED WITH TRACK BRACKETS TO PRESSURE • • • • • • • • • Tq��AyT�ED 2X6 SYP W000 JAMBS WMCH SHAH BE ANCHORED TO • • • • . • • • : • • • 5/ i is 2RACONRCES � ,MASONRY BLOCK WAU. OR CONC. COLUMN WITH • • • • • • • • ; : � . SPACING OF HOLDING CURRENT NOTICE OF ACCEPTANCE. 4" 0.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED 8" 0.0. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED TRACK CONFIGUROTttki •: • • • • • �o•�LARESHALL OGROUTLED44SRREINFORCED •wH /BSXTENaNINTOFOOTING O BEAMS 1/18' . 1' •• •• • • •• • •• •• • 2LL S SHAD. 8E CONTINUOUS FROM TIE BEAMS TO FOOTING • • • • • • • • • • • pREPIRATION OF JAMBS BY OTHER$ •• • • ••• •• • ••• • • • • • • •1•• el • • • • • ••• •• • •• • • ••I. •••• 0• • • • • • ••• • • •• • •• •• • ••• • • Engel JAVA() AMMO CIVIL FPA PE 70592 7 CAN. 538 0 PRODUCT RENEWED ateumplylrg eithRePINUP • Rellere CORP Mapco= 01, A irl 5 r -, b 41 drawing no. 07-21 • in • eheet 4 of 4 ■n N < --i N N JAMB BRACKETS FASTENED TO TRACK -W/ (1) 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT OR 1/4" RIVETS AT 24' 0.C. MAX. HORIZ. ANGLE 2 X 2 X 12 GA FOR DOORS EXCEEDING 8 FT. IN HEIGHT IIll•I 1-1/4" X 1-1/4' X 12 GA. FOR 000RS 8 FT. HIGH SECTION C—C WOOD FRAME BUILDINGS STUD WALLS OR ODOR OPENING (NOT 8Y ADVANCE DOOR) SHALL BE FRAMED SOLD BY NOT LESS THAN (3) 256 PRESSURE TREATED GRADE 2 SYP OR BETTER W000 STUDS. ST110 WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1" X 2" X 14 GA. QALV. STEEL ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. • • • • • • • • • WOOD BUCK CONNECTION TO MASONRY • TRAW.$F�IL BE SECURED WITH TRACK BRACKETS TO PRESSURE • • • • • • • • • Tq��AyT�ED 2X6 SYP W000 JAMBS WMCH SHAH BE ANCHORED TO • • • • . • • • : • • • 5/ i is 2RACONRCES � ,MASONRY BLOCK WAU. OR CONC. COLUMN WITH • • • • • • • • ; : � . SPACING OF HOLDING CURRENT NOTICE OF ACCEPTANCE. 4" 0.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED 8" 0.0. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED TRACK CONFIGUROTttki •: • • • • • �o•�LARESHALL OGROUTLED44SRREINFORCED •wH /BSXTENaNINTOFOOTING O BEAMS 1/18' . 1' •• •• • • •• • •• •• • 2LL S SHAD. 8E CONTINUOUS FROM TIE BEAMS TO FOOTING • • • • • • • • • • • pREPIRATION OF JAMBS BY OTHER$ •• • • ••• •• • ••• • • • • • • •1•• el • • • • • ••• •• • •• • • ••I. •••• 0• • • • • • ••• • • •• • •• •• • ••• • • Engel JAVA() AMMO CIVIL FPA PE 70592 7 CAN. 538 0 PRODUCT RENEWED ateumplylrg eithRePINUP • Rellere CORP Mapco= 01, A irl 5 r -, b 41 drawing no. 07-21 • in • eheet 4 of 4