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WS-15-3173 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250655 PermitNumber: WS-12-15-3173 Scheduled Inspection Date: January 22,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ARMSTRONG, MARVIN Work Classification: Garage Door Job Address:138 NW 107 Street Miami Shores, FL 33168- Phone Number Project: <NONE> Parcel Number 1121360080200 Contractor: USA GARAGE DOOR INC Phone: (866)284-2997 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249962. 2 X 6 missing tap cons Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 21,2016 For Inspections please call: (305)762-4949 Page 17 of 40 r wS�ji 3 Miami Shores Village PWN'T �- g 10050 N.E.2nd Avenue NW �. iNork �sr"fi�a�Fr����arag�t'3o3�cir Miami Shores,FL 33138-0000 s Permit Status,APPROVED: fiaa® Phone: (305)795-2204 j U0 bat 1t5120I6 Expiration: 07/03/2016 Project Address Parcel Number Applicant 138 NW 107 Street 1121360080200 Miami Shores, FL 33168- Block: Lot: MARVIN ARMSTRONG Owner Information Address Phone Cell MARVIN ARMSTRONG 138 NW 107 Street MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone Valuation: $ 1,605.00 USA GARAGE DOOR INC (866)284-2997 Total Sq Feet: 56 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoke# WS-12-15-58150 $2.00 01/05/2016 Credit Card $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 12/23/2015 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. _ January 05, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 05,2016 1 Dec. 23, 2015 1 : 21 PM5� ( _ �� �No. 5268 P. 1 A#Cu " CERTIFICATE OF LIABILITY INSURANCE =1;2/23/2015 n'YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder 16 an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and Conditions of the policy,certain Policies may require an endorsement.A statement on this certificate does not Confer rights to the cetrtifleake holder in lieu of such endorsement(&). PRODUCER CONTACT NAME:—0 brit Gre dltrian Insure Smart PHONE (3 05)653-7977 F NO, (305)654-0293 20286 NW 2 Ave 9AA D R info@insure-smart.com INSUR (6)AFFORDING COVERAGE MAIC# Miami FL 33169 INOUURURA: STRICKLAND INSURANCE INSURED INSURER B USA Garage Door Inc INSURER C., 6412 N University Dr INSURER D: 110 WSURER E: Tamarac FL 33321 INSURFR F. COVERAGES CERTIFICATE NUMBER: RE1/ISION NUMBER: THIS IS TO CERTIFY THAI 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 OESCRi85D HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, W LTR TYPE OF INSURANCE POLICYNUMOM IPAMOlLIDDY� MM1150 EXP UMrM x COMMERCIAL GENERAL LIM1L TY EACH OCCURRENCE Is 1,000.000.000 CLAIMS.MADE OCCUR PREMISES Ea geeurrenoe S 60,000 MED EXP An one person) $ 50,000 A N N FLGLN01377AX 03/10/2015 03/10/2016 PERSONA,,&AOV INJURY s 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE e 2,000.000.00 X POLICY F7 jECT E-1LocPRODUCTS_COMP/OPACa6 $ 1,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Fer pefsen) $ AAALL UTOS OWNED SCHEDULEp SODILYINJURY(Peraccldant) $ HIREDAUTOG M ps NED PROPERTYD Peraccltlens $ UMBRELLA LIAR OCCUR EXCESS LUU3 EACH OCCURRENCE S CLAIMS-MADE DED RETENTIONS AGGREGATE $ WORD COMPENSATION $ AND EMPLOYERS'k"ILITY OTH YIN ANY PROPRIETORIPARTNER/EXECUTIVE S=AME OFFICERIMEMBER OCCLUDED? N/A E.L.EACH ACCIDENT $ Mandatory d and ❑ acr in E.L.DISE-EA EMPLOYE S DESCRIPTION OFF OEAS OPERATIONS below E.L.DISEASE.POLICY 1,1MIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHI"FA(ACORD 101,AddlHaml Remarks Sehaiula,may be affaohed I1 more apace is required) City of Miami Shores License#15bs00106 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF MIAMI SHORES ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE. AUTHORIZED REPRESENTATIVE MIAMI SHORES FL 33138 Grc,�+ r4girtil .1')69336 IV 1933-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Miami Shores Village =a Buildin De artment DEC 2015 ' g p � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 t _ \ Tel:(305)795-2204 Fax:(305)756-8972 A� INSPECTION LINE PHONE NUMBER:(305)762-4949 SO FBC 2014 BUILDING Master Permit No. S 3 - 3 PERMIT APPLICATION Sub Permit No. NBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 138 NW 107TH ST City: Miami Shores County Miami Dade Zip• 33168 Folio/Parcel#:11-2136-008-0200 Is the Building Historically Designated:Yes NO x OccupancyType: OWNER Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): MARVIN E ARMSTRONG Phone#:305-3084250 Address' 138 NW 107TH ST City MIAMI SHORES State: FL Zip; 33168 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: USA GARAGE DOOR INC Phone#: 866-2842997 Address: 6412N UNIVERSITY DR#110 City. TAMARAC State: FL Zip_ 33321 Qualifier Name: MAXIM BOHADANA Phone#: 9548648623 State Certification or Registration#: Certificate of Competency#: 15BSOOI05 DESIGNER:Archltect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit$1605 Square/Linear Footage of Work: 56 SF Type of Work: ❑ Addition ❑ Alteration ❑ New Q lace Re air Re R / P ❑ Demolition Description of Work REPLACE GARAGE DOOR 8X7 Specify color of��color thru tile: ff Submittal Fee$ �V•03 Permit Fee$ l CCF$ a CO/CC$ Scanning Fee$ Radon Fee$ ?--W DBPR$ Notary$ Technology Fee$ � Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ -�' (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a cerdfled 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. Signatur Signat 0NER or AGENT CONTRACTOR The foregoing Instrume t was acknowledged before me this The foregoing instrument was acknowledged before me this 23RD day of DECEMBER 20 15 by 23RD day of DECEMBER 20 15 by MARVIN E ARMSTRONG who is personally known to MAXIM BOHADANA who IS er dally known to me or who has produced FL DL as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SIB Sign: Print: MAXIM BOHADANA Print: ................... EDERY Seal: My p1AXMA BOMADANA Seal: _. 7-.E Y ISSION#FF1 e7563 My AM0 EE15M1 January 5,2019EXPIRES D 28.2018 !407)398-0183ota Service.com 4�itt#•is69 �M�b�iib ifit+B it49�Yi+Lt�iNik�i9QAlietiliB�i�irBti+�4BkiF�et��Y�Bit�b9�M�)t�1�696 •FbbNiWiiYBif APPROVED BY 2-� Plans Examiner Zoning Structural Review Clerk (Revlsed02/24/2014) 12/22/2015 1Property Search Application-Miami-Dade County ,���.� FFACE OF THE PROPERTY APPRAISER Summary Report Generated On:12/22/2015 Property Information Pw Folio: 11-2136-008-0200 138 NW 107 ST Property Address: ' Miami Shores,FL 33168-4309 *; rn Owner MARVIN E ARMSTRONG Mailing Address 138 NW 107 ST MIAMI SHORES,FL 33168-4309 rn Ik Primary Zone 0800 SGL FAMILY-1701-1900 SQ Ys Primary Land Use 0101 RESIDENTIAL-SINGLE Wr FAMILY:1 UNIT oo Beds/Baths/Half 2/2/0 Floors 1 - �, Living Units 1 Actual Area 1,570 Sq.Ft IL Living Area 1,242 Sq.Ft Adjusted Area 1,406 Sq.Ft Lot Size 9,150 Sq.Ft Taxable Value Information Year Built 1950 2015 2014 2013 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $49,4711 $48,6821 $47,224 Land Value $164,440 $98,074 $44,981 School Board Building Value $97,858 $97,361 $97,361 Exemption Value $25,0001 $25,000 $25,000 XF Value $3,596 $3,634 $3,672 Taxable Value 1 $74,471 $73,6821 $72,224 Market Value $265,894 $199,069 $146,014 City Assessed Value $99,4711 $98,6821 $97,224 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $49,471 $48,6821 $47,224 Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $166,423 $100,387 $48,790 Taxable Value 1 $49,4711 $48,682 $47,224 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead I Exemption $25,000 $25,0001$25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price OR Book-Page IQualification Description Board,City,Regional). 12/01/1990 1 $71,000 14843-2606 1 Sales which are qualified Short Legal Description DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 4 BLK 205 LOT SIZE 75.000 X 122 OR 14843-2606 1290 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 recons.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: ACORO® DATE(MM/DD/YYYY) C40 CERTIFICATE OF LIABILITY INSURANCE 12/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. Gregg Ditzian Insure Smart PHONNo,E ; (305)653-7977 yC No): (305)654-0293 20286 NW 2 Ave E-MAIL-ADDRESS: infoQa insure-smart.com INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33169 INSURER A: STRICKLAND INSURANCE INSURED INSURER B USA Garage Door Inc INSURER C: 6412 N University Dr INSURER D: 110 1 INSURER E: Tamarac FL 33321- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MM D M DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000.000 REMISE CLAIMS-MADE FKOCCUR PES RENTED PREMIS Ea occurrence $ 50,000 MED EXP(Any one person) $ 50,000 A N N FLGLN01377AX 03/10/2015 03/10/2016 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000.000.00 X POLICY E T LOC PRODUCTS-COMP/OP AGO $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I IER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ f Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached K more space Is required) City of Miami Shores License#15bs00105 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF MIAMI SHORES ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE. AUTHORQED REPRESENTATIVE MIAMI SHORES FL 33138ilLn 0,69236 " ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 15BS00105 USA GARAGE DOOR INC D.B.A.: BOHADANA MAXIM is certilied under the provisions of Chapter 10 of Miami-Dade County VALID FOR O NTRACTING UNTIL 09/30/201 i QUALIFYING TRADE(S) 0022 GARAGE&INDUS DOOR Junam H.Solas P.E. Secretary of the edam 4 Warm-Dade caoty retains an pmwy ri"troreta. Www ntiandaem.awreror 003512 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7183575 �'LBT ) "USWESS NAME/LOCATION RECEIPT NO. EXPIRES USA GARAGE DOOR INC RENEWAL SEPTEMBER 30, 2016 DOING BUSINESS IN DADE COUNTY 7464229 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS USA GARAGE DOOR INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 15BS00105 BY TAX COLLECTOR Worker(s) 1 $75.00 08/11/2015 CHECK21-15-114408 This local Business Tax Receipt only confines payment of the Local Business Tax.The Receipt is not a license, permit.are certification of the holder's qualifications,to do business.Holdar must comply with any govern n mml or tmngavemmemal regulatory laws a requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-IIS,ze t7:do&,o 1lo-736. For more information,visit wwwmiam�la e.ao+:taxrr:t�tar i III I I I i I I I 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: 8/28/2014 EXPIRATION DATE: 8/27/2016 PERSON: BOHADANA MAXIM FEIN: 452517924 BUSINESS NAME AND ADDRESS: USA GARAGE DOOR INC AFFORDABLE RDAL'BNGg�aRV LE CE N PINE ISLANDIRDS SUNRISE FL 33351 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 RS 4m� Miami shores Village Building Department RPDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. a Si caner State of Florida County of Miami-Dade The foregoing was acknowledge before me this 3 day of p)Ccem nerL ,20 I BY SIV°� �1��► �1'PI��--gip who is personally known to me or has produced F- RL- as identification. No MAJOI ANA SEAL: My COWASS ON 0 EE156231 EXPIRES Deownbw 2e,2015 (407)3Db0783 .00111 USA GARAGE DOOR INC 6412 N UNIVERSITY DR SUITE#110 TAMARAC FL 33321 866-284-2997 FAX:954-256-9098 DATE: STATE OF FLORIDA COUNTY OF BROWARD Before me this day personally appearedl h , who,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: 74t, �- Sworn to (or affirmed)and subscribed me this")-3 day of p&,0-1 015 by Personally Know or Produced Identification Type of Identification Produced Print,Type or Stamp Name of Notary SHAY EDE RY MY COMMISSION#FF187563 poi ""`a� EXPIRES January 5,2019 loan Miami shores Village `hrim Building Department �xOR1Np' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. �op 'S STATE LICENCES B. SINESS TAX RECEIPT C. C NSURANCED. COCOMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRAC HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. OPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. �eOPY Y OF LOCAL BUSINESS TAX RECEIPT C. OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COP OF LIABILITY INSURACE* E. OPY 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: !)S X1 ,pcvr�_ L' BUSINESS ADDRESS: ( ► - C.e�;��� d-� CITY ��t��► STATE f L- ZIP_211)-_( BUSINESS PHONE:} 'A q1�1 FAX NUMBERS CELL PHONE a6 4J QUALIFIER'S NAME:ox� x;,,, QUALIFIER'S LIC NUMBER: ) � I�' C'I )5 M IAM I•DADE 9 ` r PRODUCT C0N 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC S�R Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION I���L FACE��� t(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)' f www.mlamidadp.gov/economy DAB Door Company,Inc. �� 12195 NW 98*Avenue Hialeah Gardens,FL 33018 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:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision J dated 03/09/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and thg statement reading`Miami-Dade County Product Control Approved' is to be located on tie doai43itlb'hack,...... bottom angle,or inner surface of a panel. : •. . .. . RENEWAL of this NOA shall be considered after a renewal application has been filed and11frehas bdbn nVehange in the applicable building code negatively affecting the performance of this product. •••••• 0 ....: TERMINATION of this NOA will occur after the expiration date or if there has been a Bevlsioiror chapgd j 0 .....• .... materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endQrgimt of any product,for*.:.. sales,advertising or any other purposes shall automatically terminate this NOA.Failure to cQVply.With any.sp%&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 fftt,494 by the expiration date may be displayed in advertising literature. If any portion of the NOA is ftlaySd.then if shall be don&..•• 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 revises NOA#14-0814.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-0317.02 L�MIAMI-�DMECQUNTY Expiration Date:August 9,2016 Approval Date:June 11,2015 i�74Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated 02/01/2001,with last revision 7 dated 03/09/2015;prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F.Font,P.E. "Submitted under NDA #09-0128.04" 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.Font,P.E. "Submitted under NOA#01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,.signed and 0*7 by ....V Hector M.Medina,P.E. •• • :00 •. • 4. Test report of Uniform Static Air Pressure Test per PA 202 and*?80f Entry ;• ,• •• Resistance Test on"Sectional Residential Garage Door",preparjjFy Hurn=ne, :'••• Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01t18/Z001,signed•and ••;••. sealed by Hector M.Medina,P.E. 00:00: • . : ••••• 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of ApZhted G-40 steel •• • panels,prepared by Celotex Corporation,Test Report No.258592;rWa7ted 08117/1998, ...... signed by W.A.Jackson,P.E. :-ego*so • .. I oG�a2IZ�1S Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-1 DAB Door Comnanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11129/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#0S-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by�OM E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Mafe ial',prepared 9 �••,; Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dUed:f fi29/2004Signed . ...... ...... and sealed by I. Ghia,P.E. •••• •• . 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and$Vae Denlitj+..' •• ••• Test of"REHAU non-foam PVC extrusion material',prepared by ETC.IAboratories, • ••••• Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J%if.•Doldan,l°!E ••'• F. STATEMENTS "Submitted under NOA#14-0814.04" • ' 690960 • 1. Statement letter of code conformance to the 5"edition(2014)FBC at gfing financial pjerest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Allrna'd,P.E. � DZ Zpls Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-2 7-1/2'X 3"X.071"DALY. STEEL TOP FIXTURE 5-1/2°X 2-3/4"X 0.1" U END ROLLER HINGE __ STEEL PLATE WITH ONE 5/16-18 MS W/NUT W/(6)#14 X 5/8°SMS (AST6 a�x73/as DaILu 4G scREWs °off ERIN IDOOR EIWAEWER i WITHOUT DELRON SLEEVE (STO.) WITH DELRON SLEEVE(OPTIONAL) r ```� CENTER STILE Y O 0 0 1 CENTER STILE I a XZ. p � I c nr ' 7-1/2'X 2-1/4°X 071• ; ----- r-- --- --- - �Zry7 Q� I '1 p ig GALV.STEEL CENTER HINGE p �`o W/(4) #14 X 5/8°SMS WITH DELRON SLEEVE(OPTIONAL) - B8 $ g Q j LOCK xN LOaE 0I 2/DOOR o 9 I'W X .15°THK.LATCH w f0 1 -�--_- - 11 STANDARD LOCK - - - 1O ` S00 PRING LOADED SLIDE BOLT(BOTH SIDES) - - ��. FASTENED W/(4)814 X 1/2°S.M.S. ——" - - — O 0 -- 5/8'MIN.LOCK ENGAGEMENT �� 1 M CONFORMS TO SECTION 1008 REGARDING GARAC€DOORS - I Qw Q --------------- I N X7 V N 00 w DOOR HEIGHT CONSISTS OF �•� �•� I "- -.- -. y ala 1 2 SECTIONS 18'2 SECTIONS 21' ASS DIA GAILY.AIRCRAFT TYPE i'' `t /'/ a `t � �� ... � 4 2 8'-8' 1 SECTION 18' 3 SECTIONS 21° &NICO-PRESS SLEEVE-/•- r 1 OPTIONAL VENT L-A O O 3 T 4 SECTIONS 21°- W/MIN. 5 TO 1 SAFETY FACTOR J I (3)5"WIDE AT 7'O.C.MAX. OPTIONAL FLUSH FACE U O Z 7' I O OPENING AREA NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN � 0 N A 1 120 SO. Dd. m o_t J T-6' S SECTIONS 18'- 6"X 3'%0.1" ` /` t Q 7'-8' 4 SECTIONS 18.1 SECTION 21' 1 r r -g 8' 3 SECTIONS 18.2 SECTIONS 21' WITH (2) #14 X 5/8P SMS ``X, p r `� 1 O MAX. DOOR WIDTH O 2 W-3' 2 SECTIONS 18"3 SECTIONS 21' --_`�� _- O 8'-8' 1 SECTION le• 4 SECTIONS 21" -- 8'-9• 5 SECTIONS z1°- BRACKET BRACKET INSIDE ELEVATION S. 6 SEC71ONS�ie•- STO. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 9'-3' 5 SECTIONS 18'1 SECTION 21° DOOR OPTION a- -' SECTIONS IV 2 SECTIONS 21" •• u 9'-9' 3 SECTIONS 18'J SECTIONS 21' 7-7 B'X 3-1/8°X.010° IO' z SECTIONS I6'4 SECTIONS 21• L PLATE DAB DOORS INC. 0 8 f0'-3" 1 SECTION 18" 5 SECTIONS 21• CENTER STILE WITH(4) $14 x 3/4'SOS Hurricane Master®Model 824/811 101-8' 6 SECTIONS 21'- OUTSIDE •- MOX. Size 9'-4" X 18'-0° High m'-9• 6 SECTIONS 18'1 SECTION 21• e14 X 3/4°SELF ORILUNG SCREWS MAY BE USED Il'—5 SECTIONS 18'2 SECTIONS 21' HANDLE END STILE W UEU OF�14%5/B"SMS With Window Lite Option g g$ 1 V-3' 4 SECTIONS 18•J SECTIONS 21' 1V-8° 3 SECTIONS IB•4 SECTIONS 21' DESIGN PRESSURE RATING = + 50.0 PSF 11'-9' 2 SECTIONS I8'5 SECTIONS 21• THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 12' 1 SECTIONS 18 8 SECTIONS 21• •• • _LOCK � -STI -- - - 80.0 PSF c e n ro 12'-J' 7 SECTIONS 21'- N STILE w o c M • • • • ) 14 5/8°SMS o 12'-6• 6 SECTIONS 18'2 SECTIONS 21• • • GENERAL NOTES 12'-8' 5 SECTIONS 18'3 SECTIONS 21' • • • •,1 %•�•� BAR*• L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 13' 4 SECTIONS 18'4 SECTIONS 21" • • • EN OEC I �Rh1;K REOUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014) 13'-3' 3 SECTIONS IS'5 SECTIONS 21" •• •• ••0b1 tlICH CdFF INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 6 o I 13'-6' 2 SECTIONS 10"6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, Engr.JAVAD ARM YBVL9OTJ 1 0 13'-9• 1 SECTION 18" 7 SECTIWNS 21" OUTSIDE KEYED LOCK OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. CML r�w110meflplT/e q � 14' B SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA PE 70582 14'-3• 6 SECTIONS 16.3 SECTIONS 21" lj•1'4)SPRING IMADEIXT9lIIIE BOLT••• ••• C.0.N. 38 14'-8• S SECTIONS 18'4 SECTIONS 21' �H1�IN ABOVE• • • • • 3. ALL BOLTS.NNIS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL AOOXyE•loO 14'-e' 4 SECTIONS 18.5 SECTIONS 21' • • • • • • 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN W 15 ---3 SECTIONS 18"6 SECTIONS 21• •• • • • • IT • • THESE DETAILS ARE NOT PART OF THIS APPROVAL By _15-3° 2 SECTIONS 18.7 SECTIONS 21' • •• • • • • • ••• 5. A LOAD DURATICN INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 Q'F� drawing no. 6'-8" 1 -1 SECTION 18' 8 SE(:T10NS 21' ••• • ••• • • DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA . 01-09 15'-8' 8 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVH2 AND _ 16' 6 SECTIONS t8`14 SECTIONS 21' ASTM EISSS-CS/ASTM EIS96-09. sheet ) Of Ij ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 24 GA STEEL PANEL ��� 3/16"ALUM RIVETS Z � I F FLAPS RENT OVER PANEL I I � I 1/2'PUNCHED HOLES I n •.024'STL PANEL ®4'O.C. I �O OUTSIDE OF DOOR S <C P I S ZN� E I STEEL TRACK BRACKET FASTENED SOLID HR��S DOOR VIEWER TO WOOD JAMB WITH BY'SCHLAGE SECURITY HARDWARE' (FULL X THREADED) LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) END STILE I x DD ONE PER BRACKET POSITIONED AT EYE LEVEL O ANCHORS AT TRACK HRAM=: o M OPTIONAL STOP MOULDING I,)M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/9"DA.POWER-BOLT BY'POWERS' W � TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE C9 Q 1-7/8'MIN.EDGE DISTANCE ®t4 X 5/8'SMS 3/4'X 2'X 2-1 2 X /8 GA.STEEL z~ e 6 PER HINGE / 8)'1/B'D e. N c1 EnIE BY'Nt T1' Z .o END STILE,CONNECT TO PANELS WITH [O W 1/2'X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS t-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK .-¢� �rn C3 1 SOUTHERNS PINE a GLUED TO PANEL AND SECURED TO SEE DETAIL A80VE 1-5/B'MIN.EDGE DISTANCE INTO CONCRETE Z R' K m DIST' END SBLE WITH 3/16'POP RIVETS• 12'O.C. 4'MIN.EDGE DISTANCE IWO FILLED BLOCK 0 O Z 6 u°S U 1-7/8'%2-5/8'X 045'STEEL EDGE CONCRETE rc - 3000 PSI MIN. Ld Obi t CENTER STILE,GLUED AND RIVETED DISTANCEC-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. TO PANEL W/(4) 3/16'RIVETS N 1 1/2'MIN. i POP RNETS e° ,.� .-X1.3/16L C3 —� 4/4HINGE 8'S.M.S. �1-3/16n1 GL 3 n n 1.9'X 2.19'X 3.3'X.102' ANCHOR TYPE A OR B - (1)PER BRACKET z� SEE SHEET 33 FOR SPACI SEE SHEET 3 FOR BRACKET SPACING b 1 I •• ••• • • • • •• 1 1/4-20 SS BOLT h NUT c• • ; :7-:/2:X; j71•GALY.STEEL ° S LF R HINGE 7-1 T X • •• • • • • ••• /' 3'x.071' �4u= - !/1fy���,„r+' • • • • • SECTION B-B END RouER HINGE O INSTALLER ON ROLLER-S • • • •• Engr JAADAHMAD STEEL TRACK INTERIOR SIDE 1.82'DIA.X.50'STEEL ROLLERS(STD.) FtA PE pp 70592de4i o I 14 GA.X 2-1/8'X 1'($TAN 1.82"DIA.X.so'NYLON ROLLERS(OPTIONAL) C.A.N.'y5 Aa pftmW i �• • ••• ••• ••• 2.75'DA.X.50'STEEL ROLLERS(OPTIONAL) � � � 12 GA.X 3-5/16'% 1/2 (OFF��DIOONAL) • • • • • FASTENED TO/RACK P TES • • • • • 2.75' DIA.X .50'NYLON ROLLERS(OPTIONAL) 5/8' $$�HD. • • • • • • • WITH 5'STEM SLOTTED M.S.&LOCK NP-1 •• • • • • • •• ••• • ••• • • • drawing no. MAR 0 2015 01-09 ahaet 2 of 5 Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2' POP RIVETS 2 X 2 X 1/8'HORL? ANGLE �f 1 5/16'X 1-5/8`LAC SCREWS INTO WOODANCHORS OR HORIT TRACK SUPPORT, SPOT WELDED TO-1/2.TRACK V 2-3/4°X 5-1/2'X 3`%.104"STEEL 5/18•SLEEVE ANCHORS CENTER SUPPORT REQO. ON DOORS WITH TWO WELDS AT 1-t/2^APART TOP'ROLLER BRACKET ON EACH SLOE WITH 1-1/4"EMBED INTO MASONRY EXPEEDNG 8 FT.IN HEIG FIRST AT J'O.C. FASTENED W/(6)8 14 X 5/8`S.M.S. _ _ 3 PFR BRACKET I A f REST AT 9"O.C. o CONNECTED TO FLAG BRACKET ANGLE 090 THK.GALV.STEEL ADJUSTABLE W/3/8-18 X 3/4'BOLT&NUT SLIDE FASTENED TO BRACKET 2-1/2•X 4-1/4•X 13 GA. STEEL PLATES AND TO BPRNG SHAFT GUIDE WITH M/5/16-18 X NUTS."HEX�D - WELDED TO 1-1/2'X 1-1/2'X 14 GA ANGLE -- A f J (2) 1/4-20 X 5/8'ALT&NUi FASTENED TO TRACK TOP BRACKET WITH(4) 1/4-20 SS. BOLT& NUTS -- HOPoZ.TRACK LENGTH OPENING HEIGHT PLUS 12' (STANDARD) TOP BRACKET �p VERTICAL TRACK O n = LOW HEAD QM DOOR 14 GA GALV.STEEL TRACK 2-1/8•X 1`X.086- 113 SECTION A-A HORIZONTAL REINFORCEMENT Z p= 1/2•X 1-3/4`X.059'FORMED STEEL 2•X 5-1/2'X.104' G 40 GLUED TO PANEL AND FASTENED TO OAI.V.STEEL _�� Q feAAA7 Imo`rt E (2 VERTICAL POP RIVETS ITH FASTENED W/(a)® 1 a x 5/8•S.M.S. C� TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION IL Z 11( g HORIZONTAL REINFORCEMENT DOOR r SECTION HEIGHTS BRACKET PLACEMENTS 0 1/2•X 1-3/4°X.059'FORMED STEEL 5 QUtEO TO PANEL AND FASTENED TO HEIGHT 1ST 2ND 3ROI41N 5TH B1 82 63 84 BS BB B7 R8 VERTICAL SIL - 8'-0" 18`18" 18"18'N/A 1"TO 2'11-3/4" 23" 34' 45' 56" 67' '___-_.-_ 6RIVETS '-6• 21.18` 18`21`N/A 1"TO 2"11-3/4" 23" 34' 45' 56" 67" _- 5/18'MEETING R91 _T-0° 21'21" 21"21`N/A 1'TO 2"11-3/4` 23" 34" 45" 56" ik�A 7'-6• 18" 18' 18' 18" WB`1TO r 11-3/4" 23' 34" 45" 56't.82'DIA X.50'ROLLERS 8'-0' 21"18' 18" 18211TO 211-3/4233445S6 °D W/.44 DIA.X 4-1/4`STEM = —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O „�j ®, o= FOR DOORS MORE THAN B FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. 0 1,i M1 OPTIONAL INSULATIONS: o: w aQ BY DYPLAST PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE °- Z DENSITY 1.05 PCF o 1.9'X 2.19'X JX X.090" to N.OA.#11-0926.07 STEEL TRACK BRACKETS / Zz 2-3/16•HIGH a0 W N OR m CONNECTED TO TRACK WITH N an I ISO-25 POLY-ISOCYANURATE rc= 1 4"BOLTS&NUTS. Ix p DENSITY=2.0 PCF ) / O O$ciN.ON A - .#11-0926.06 m _ _ U Q ORZ _ LL BY'CElLOFOAM NORTH AMERICA' / N to DENSITY- 1.03 PCF / In 0 N.OA 010-1129.04 N d OR F DENSITY-082LLCPCF N.OA(T14-0311.0814 GA.GALV. / ® EL ROLLER HINGES FASTENED N B $ W/(4)014 X 5/8'SMS o r, MIN. 024"ROLL FORMED STETS.PANEL C g 3 DRAWING QUALITY G-40 Y 3 3 -- MIN.YIELD STRENGTH a 34 KSI •$A o WITH PRIMER AND BNtED-oN TRACK CONFIGURATION B POLYSTER PAINTED TOP COAT z APPLIED TO BOTH SIDES OF STEEL N Q a a 1p ••i i i i • VERTICAL LIFT NIGH LIFT STANDARD LIFT LOW HEADROOM u - - • •• • • • • ••• • c0 j• - • • • • • • • • • DOUBLE TRACK 12 GA CALV. - O SI•E ••••�• � • •• • AVAILABLE TRACK OPTION BET/ S W/(a) sMEO EpJAVAD ANMAQ CML rP8Si0 aDlUplCF�RERlV�f=BOTTOM FLA. 795e2 • ••• ••• ••• AN. SEQHTPT&s A �0q>BOTTOM AL b b y • •• • • • • • •• 2015 Bf Browing no. ••• • ••• • • • SECTION A-A 01-09 sheet 3 of 5� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3IN• I1/2-REINFORCEMENT X.058' � FORMED STEEL DIST. SELF DRILLING SCREWS _ _ I 1-1/2'MIN. OR I E DIST. i m 3/16''RIVE%'STEEL RIVETS V SELF DRILLING SCREWS z \ \ MULTIORIP W/COME HEAD 3/16''RNM('STEEL RIVETS ,I, \ AT L7IGR1P W/48 D.. DOME HEAD RDNfORCEMENT LL 1/2'% 1-3/4' BU FORMED STEEL O O Du.Lac SCREWS 1/4'Du tac scrttWs WOOD B I AT 8'FROM ENDS �--AT 6°FROM ENDS O u AND 19'O.C.MAX. I AND 19'O.C. MAX. R p� r W'STR1P ADAPTER Vp p ' ALUMINUM ST EL ADAPTER 6K Q o RUBBER W STRIPPING RUBBER W'STRIPPING ((�Q�; .22L050��e/��-�\�� .OaO �C�(' 1I .534 .700 3� Q W ei f 1.790--�I QQTTOM SEAL OPTIONS OPTION OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SO-0.55 MIN.) p o M . M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ulJ i Q J WILL BE REWIRED FORDESIGN OF GARAGE DOOR ANCHORAGE. _ FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ _ ANCHOR SPACING 9 U N VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST, 6 Z 3/8 HLC SLEEVE BY'HILTI_ CONC. i-7 4 8' 1-5 8, N 00 u 3 8'HLC SLEEVE BY HILTT FILLED BLOCK 1-1 4' 3 8'DY OLT BY' CONC. 1-1 2• _ 81 2' O O 3 STEEL STRUCTURE BY OTHERS 3 8 DYNABOLT BY'I1VP FILLED BLOCK 1-1,9 a,- _2- 2-1 4' 5/18'X 1-5/8' 3 8 POWER-801.7 TTY POWERS CONC. 2' 8' 1-7 8" U p Z G MUST SUPPORT THE LOADS IMPOSED In N AT SCREWS BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIIIPSONSI CONC_ l^1 2 _ 8° 1-7 8 N m AT 12'O.C. CONCRETE C 90 GROUT FILLED BLOCK PSI MIN. 2000 PSI MIN. _ 5DIOL BOLTS WITH WAASHHER k NUT r =� WOOD BUCK CONNECTION TO MASONRY v", AT 12'G.C.MAX. EDGE DIST. PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 6 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1/4"ULTRACON BY'ELCO'WITH SPACING OF 16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED b 18'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED g$ 2-1/2°MIN.EDGE DISTANCE ,1-1/4'X 2-1/_2'% 14 GA ' G 1-f 2' 1-1/z' `—. CONT STEEL ANGLE 1-1�/z ' 8g 1/4'TAPPER BY'POWERS'WITH SPACING OF E 14'O.C.INTO GROUT FRIED BLOCK WALL,WITH 1-1/2'MIN. EMBED 12 GA.MV.STEEL- // �j 16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16'X 2-1/2 �`T BRACKETS 13'LONG' OALV.85TEXEL"71 4 CA $ 3°MIN.EDGE DISTANCE FILLET YIELDS AT 12'O.C.IN DOOR OPNO. FASTENED TO TRACK PLATES 3/8'CONFLEX BY'ELCO'OR AT 12'O.C.MAX AT 18'O.C.ABOVE DOOR OPNG. W/( 1/4-20)(5/8'TRUSS HD. 3/8'LDT BY'TfW'WITH SPACING OF CONNECTED TO COM.ANGLE SLO M.S.•TOCK NUT 24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2°MIN. EMBED W/(3)SPOT WELDS AT EACH SIDE 2'MIN.EDGE DISTANCE r• ••• • • • I TRICK REVERSE TRACK CONTINUOUS ANGLE TRACK °•o ro'� • • • • • s ^6 S 3/8"HLC SLEEVE 8Y'H0.R'WITH SPACING OF • •• • 1201;IAQK TO TO CONCRETE AND FILLED BLOCK al 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 7-1IN.EM�p 4�MIty1 ELISE TY6T.••• • 18'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4°Mitt ED A194 • • • • • • • 2-1/2'MIN.EDGE DISTANCE •• ••• •• • • • •• ALTERNAIE TRACK INSTALLATION FT�PREPARAEON OF JAMBS BY OTHERS En9r JA�LAF8IA0 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FU4PE Ulm �amrll wl�lilt-FIa10• g 1 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT•LOADrb#%%SED • ••• 00: ••• C.A.N. l BY DOOR SYSTEM. • • • • • Am/••m No 3( .OZ $ FOR DOOR REPLACEMENT IN RETROFIT BUILDW65 to•NO EWGINEER OF• • • • o RECORD,DOOR INSTALLATION MAY BE REVIEWED ANP,VPROWD BY• • • • • • ---� BUILDING OFFICIAL UPON INSPECTION. • •• • • • • • •• By drawing no. 000 0 *so MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2-233.3 Lbs per Ft. B1 015 01-09 MAXIMUM INTERIOR(-)LOAD PER JAMB= (9.33'X 60 PSF)/2 -279.9 Lbs per Ft. -' sheet 4 of 5 • • • • • • • • • • • •• •• • • • •• •• *PLASTIC COMPLIES WITH 500 250 �v ODOR PANEL CHAPTER 26 OF FBC 24 G0.(.024)STEEL.MIN. SEE EVIDENCE PAGE u 1.725 7/18"DIA.WASHER 1.765 14 I J8 x 3/4•SMS 21 3/4• 13 LI I F^--. O .14 3/8•FROM ENDS MAX. .176 Fa- 800 Z 1>Q I A , l i I AND 7"O.O.MAX WOW.WIDTH G 13 4 O �C *EXTERIOR FRAME * INTERIOR FRAME (4)ills X 3/4•SMS a 0 181/'8• RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION f I I ' 0 1-3/8•FROM ENDS ^ ro AND 6-1/2.O.C.MAX. p�3c m D.L.C. 15 21 , illi 175 X.062 DEEP A � GROOVE O aD 0 M ,III 1/4•I PoLYCARBONATE LEXAN i' .I O BY'SABIC INNOVATIVE PLASTICS' w I I I NOA #13-0717.01 IU Eli d. illi - - m V) o IxW- :�. :f. O. (A Obi Q4O' 1p I CK z C W 1111 O O$C7 `u} Z_ El In n to I I ',1, 175 X.062 DEEP r GROGVE Q6 Rh 0 6 N f0 O 8 (4)#9 x 3/4^SMS INSIDE ELEVATION C "" % •1-3/e'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 1 I ' AND 6-1/2.O.C.MAX Q Q g$ C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O ' /8 X 3/4•SMS ' I l ' •3/B"FROM ENDS 178 X.062 DEEP B ' t I ' •• ••• • • • • • HYD 4-1/2.O.C.MAX. GROOVE • _ c• ®8x3/4 s •• • • • • ••• • B0�u:_ 03/i40 00AND ••i ••s i i ••• r- ------ o Engr.JA AD AHMAD Q o 7/16'010.WASHER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CML FAODOf:iY•4V19FJ3 • ••• • ••• ••• •• FIA.PE Y 7 sz me F771i� g CAN.3538 �+ Ao,ipuseNb - e § fi • • • • • •R PANES •• • • • �a�.(.0zasTgl MIN• EXTERIOR DOOR PANEL • �• ••• • • • 15/18•MIN. D.L.OPG. m � Andoa do 11 0 24 G0.(.024)1;L MIN. GLAZING SITE WINDOW WIDTH sheet 5 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• WIND LOAD TABLES FOR COMPONENTS&CLADDING WIND STANDARD:ASCE 7-10,FBC 2010 EDITION GARAGE DOORS ONLY County: Miami Dade Fieure, 1: Wind Speed: 175 MPH h Risk Category: H Exposure Category: C 1.Client MARVIN E ARMSTRONG 2.Project Name: 138 GARAGE DOORS (Residential Projects Only) 3.Project Address: 138 NW 107TH ST MIAMI SHORES FL 33168 CITY STATE ZIP 4.Building Height: 13 (See Figure I above) 5.Door Size: 811 MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. EAN FOR BULIDING WITH ROOF SLOPE>10 DEGREE FOR BULIDING WITH ROOF SLOPE<10 DEGREE ROOF DOOR WIDTH DOOR WIDTH HT. 8 FT. 9 FT. 12 FT. 1 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. F- PSF(+) PSF() PSF(+)PSF() PSF(+) PSF(-)I PSF(+)I PSF(-) PSF+ PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF+ PSF(-) 1538.1 49.7 37.5 148.5 36.0 45.5 34.5 42.5 33.9 41.3 34.9 45.4 34.4 44.3 33.0 41.6 31.7 38.9 31.1 37.8 16 38.6 50.3 38.0 49.1 36.4 46.1 34.9 43.0 34.3 41.8 35.3 45.9 34.8 44.8 33.4 42.1 32.0 39.3 31.5' 38.2 17 39.0 50.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 138.8 50.2 37.3 47.1 35.7 44.0 35.1 42.8 36.2 47.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47.7 36.1 44.5 35.5 43.2 36.6 47.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 20 40.4 52.7 39.7 51.4 38.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 36.4 146.9 135.0 44.0 33.5 41.2 33.0 40.0 21 40.8 53.3 40.2 51.9 38.6 48.7 37.0 45.5 136.3 144.2 37.4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 140.4 22 41.3 53.8 40.6 152.5 39.0 49.3 37.4 46.0 36.7 44.7 37.8 49.1 37 2 47.9 35.7 45.0 34.3 42.1 33.7 40.9 23 41.7 54.4 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 24 42.2 55.0 41.5 53.7 39.8 50.3 38.2 47.0 37.5 45.7 38.6 50.2 38.0 49.0 36.5 46.0 35.0 43.0 34.4 41.8 25 42.6 55.6 41.9 54.2 40.3 50.9 38.6 47.5 37.9 46.2 39.0 50.7 38.4 49.5 36.9 46.5 35.4 43.5 34.8 42.2 ...... ...... Gooses • ..•. e. • •Gee . ee . .:.0000. G . o.e.• e• ee so so . •s.os. o s , o Osseo. •oose• s es • • •es