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WS-15-1780 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fan: (305)756-8872 Inspection Number: INSP-242206 Permit Number. WS-7-15-1780 Scheduled Inspection Date: December 14,2015 Permit Type: WindowalShutters Inspector.Rodriguez,Jorge Inspection Type: Final Owner: IMBERT,WILSON Work Classification: Garage Door Job Address:138 NW 108 Street Miami Shores,FL 33168- Phone Number Parcel Number 1121360100040 Project <NONE> Contractor. PELICAN ROLLING,DOOR MANUFACTURING CORP Phone:(788)277-0207 Building Department Comments REPLACE GARAGE DOOR 8 X7 Irdracuo Passed Commends INSPECTOR COMMENTS False Inspector Comments Passe �, CREATED AS REINSPECTION FOR INSP 238285.No permit on site Failed EJ Correction Needed Re-Inspection ---Fee— No Additional Inspections can be scheduled until reinspection The Is paid December 11,2015 For Inspections please call:(305)762-0848 Page 8 of 45 � ,.M rys Miami Shores Village c e 1t y>R3e:W[ CI1�*Wsht>tters 10050 N.E.2nd Avenue NW W�rc Classlfictrcm''! rage Qt sir. Miami Shores,FL 33138-0000 e Preis:APPROVEU, Phone: (305)795-220441 FtoRi� issueJ2t 1 ,: FExpiration: 02/03/2016 Project Address Parcel Number Applicant 138 NW 108 Street 1121360100040 WILSON IMBERT Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Celt WILSON IMBERT 138 NW 108 Street MIAMI SHORES FL 33168-4313 Contractor(s) Phone Cell Phone Valuation: $ 850.00 PELICAN ROLLING DOOR MANUFAC- (786)277-0207 Total Sq Feet: p Type of Work:REPLACE GARAGE DOOR 8 X7 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 $0.60 Invoice# WS-7-15-56361 DBPR Fee $2.00 07/16/2015 Credit Card $50.00 $74.60 DCA Fee $2.00 Education Surcharge $0.20 08/07/2015 Cash $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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-nam d rntr e1dr to do the work stated. August 07, 2015 Authorized Signature:Owner / Applicant ntra r / Agent Date Building Department Copy August 07,2015 1 Miami Shores Village CTrA Building Department JUL 1 2095 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:_ _ Tel:(305)795-2204 Fax:(305)756-8972 . INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �v► rr`` BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �j p / CONTRACTOR DRAWINGS JOB ADDRESS: / ->D N � � ©? City: Miami Shores County: Miami Dade Zip: 3 3 / &-, e' Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlleholder): W/ L 50 A✓ A /M 86le-( Phone#(305) gcyro' Z4 01? Address: r � g Li _ /® �w 5 City: M I WA4 j 1'l 6 F-C State: f C.rl - Zip: Tenant/Lessee Name: Phone#: Email: ` CONTRACTOR:Company Name: �e 11c,a u /Gpll/I't� � r-e- o JR /4 C oy. Phone#: H6 -M-02031 Address: � 3 S�;- LV 1 jzJ, A u t- g' City: 9( AL(=A 0 nn State: Zip: 1307 Qualifier Name: it)(l 4,0 1� �c'd-V^®V1 rr F L 7 Phone#: State Certification or Registration#: Certificate of Competency#: L2213,500-5-4W DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ m�(7_o-GSquare/Linear Footageof rk: Type of Work: ❑ Addition ❑ Alteration ❑ New 6e}� air/Replace ❑ Demolition Description of Work:� fa `� R /-��P !�D v/C; 7 Specify color of color thru tile: (� Submittal Fee$ -� Permit Fee$ ® "v CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 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 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 LJ� 9)011" Signature OWNER or AGENT NvrRACTOR The foregoing instruments acknowledged before me this The foregoing instrument-w..asacknowledged before me this day of ��� ,20 1�S , by ' day of. ,,/ 20 �S , by �� � �Gun7cyLT ,who is personally known to l0' dQ ho ispersonallyknown to me or who has produced f �La 2J�11?' "(1fleA me or who has produced ,� %(r `��� _ as identification and who did take an oath. identification aLdlid n oath. NOTARY PUBLI NOTARY PUBL Sign: Sign: Prin . Print: WALDO LAURENCIO Seal: `" ��' SONIA R DRIGUEZ .o�PaY POB'- Public-State of Florida Seal: �.a�"u... Notary '' MY COMMISS #FF700183 •'- My Comm.Expires Jan 25,2017 Commission#EE 840276 EXPIRES June 18,2018 OF F� ded Through National Notary Assn. (qp�398 0169 FlorldeNotaryService.com VY APPROVED BY )o/) Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) -CTQB Con struct[pn Trades Qualifyind Board, BUSINESS CERTIFICATE OF'COMPETENCY 02BS00798 ;PELICAN ROLLING DOOR MANUFACTURING CORP D.B.A.: HERNA DEZJULIAN R � Is certified under the provisions of Chapter 10 of Miami-Dade County; VALID 1`OR`GdIMACT1 lG'.UNTILO�/30/20'16 001084 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL. — DO NOT PAY BT 5322938 BUSINESS NAME/LOCATION RECEIPT NO.. EXPIRES PELICAN ROLLING DOOR MANUFACTURING CORP RENEWAL SEPTEMBER 30, 2015 1991 NE 147 TERR 5560256 NORTH MIAMI FL 33181 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED PELICAN ROLLING DOOR MFG CORP 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) i 02BS00798 $49.50 10/06/2014 CREDITCARD-15--000891 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 holder's qualifications,to do business "910.'1"as q ply with any governmental or nongovernmental regulatory laws and requirements which apply to the<�, The RECEIPT N0.above must be displayed on'611 ct mmerclal%ebiel6t�--gismi-Pode-Code Sec Ba-276. For more information,visit wwvr4raet s e est•' ; AC R' CERTIFICATEDATE{MMrDDmYY) OF LIABILITY INSURANCE 07/06/15 THIS CERTIFICATE IS ISSUED AS A MATTER Q INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS -CERTIFICATE DOES NOT AFFIRMATIVELY OR?NEGATNELY 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 dERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the Poltcy(ies)must be endorsed. If SUBROGATION IS WAIVED,Subject to the terms and conditions of the policy,certain policies may require an e1100fSeMeRt. A Statement on this certificate does not conrer rights to the certificate holder In lieu of such endarselnent(s). PRODUCRR ' MNT NAME: SONIA RODRIGUEZ Red Road Insurance PHONE C Na E : (305)557-2323 FAX [AIGNo. (305)520-2038 10103 W OkeeChotaee Road oo Ew. redroadinsurence0bellsouth.nat Hlaleah Gal'derts,FL 33016 i INSURERS AFFORDING COVERAGE Phone (305)557-2323 Fax 305 520 2038 LLOYDS OF LONDON NAIL V ( � I INSURER A INSURED j INSURM 13: PELICAN ROLLING DOOR MANUFACTURING 00J 1` INSURERG: 5355 W 23 Ave INSURER 0: Hialeah,FL 33010- ;786-277-0207 INSURER E! INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: _714 FWIS 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 ANb CONDITIONS OF SUCH POLICIES.1-imms SHOWN MAY HAVE BEEN REDUCED UY PAID CLAIMS. INSEXCLUSIONS TYPE OF INSURANCE AWL SUMP POLICY EFF POLICY 'XP POLICY NUMBER MMrDDrYYYy MMIDD/YYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 500,000,00 l © COMMERCIAL GENERAI LIABI�fTY DAMAGE TOR 1 OD Q(}Q,QO I PREMISES Ea occurrence S , A I ❑ CLAIM3•MADE 0 OCCUR JIUFSK-AMED EXP(Any ons p.,., E 5,000.00 I } 09/21!2014 O9/2t/2015 PESO!AL&ADV INJURY $ 500,000.00 GENERALAGGREGATE $ 1,00O,OOD,00 GEN'k AGGREGATE LIMIT gppLlEb PER: PRODUCTS-COMP/OP AGG $ 5130,WO.00 ❑ POLICY ❑ ❑ LOC $ AUTOMOBILE LIABILITY BIN®SINGLE LIMIT $ ❑ ANY AUTO owden SCHEDULED BODILY INJURY(Per peracn) S ALL OWNED❑ AUTOS ❑ AUTOS NON-OWNED BODILY INJURY(Per aocident) $ ❑ HIRED AUTOS ❑ AUTOS PReO�Me AMAGE $ ❑ ❑ i E ❑ UMBRELLA LIAR ❑OCO1JTt $ I ❑ EXCESS LIAB ❑CLAIMS. EACH EACH OCCURRENCE $ _: ^� AGGREGATE $ 'DED ❑ RETENTION$ WORKERS COMPENSATION $ AND�tlpl vYERV LIABILITY Y r N we srATu• oTH- ANY PROPRIETORIPARTNERIEXECUT'IVE i MITS 106 _ OFFICER/MEMBER EXCLUDED? N/A ! E.L.EACH ACCIDENT (Mandatory in NH) U _ If yee,deeedbe under E.L.DISEASE-EA EMPLOYE S DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY t,IMIT $ GESCRIF71ON OF OPERATIONS 1 LOCATIONS!VEHICLES(Attsefl ACORD 101,Additional Remarks Schedule,If more space Is required) LIC#028SO0798 i CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPT ACCORDANCE WIT HE 01OL10YROVI.M.0118,. 10050 NE 2ND AVE AUTHORIZED REPRSSE ATI V MIAMI SHORES,FL 331313 SONIA RODRIGUEZ ACORD 25(2010105)OF ® RATION. All rights reserved. The O re registered marks of ACORD JEFF ATWATER STATE OF FLORIDA CHIEF FINMC1At OFFICER DEPARTMENT OF FINANCIAL SERVICES DMSION OFWORIERS'COMPENSATION **CERTIFiCATE OF ELECTION TO BE EXEMPT FROM FLORIDA W ORIERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies thatthe individual listed below has elected to be exemptfrom Florida Workers'Compensation law. EFFECTIVE DATE: 8/26/2014 EXPIRATION DATE: 8/25/2016 PERSON: HERNANDEZ JULIAN R SR FEIN: 600002453 BUSINESS NAME AND ADDRESS: PELICAN ROLLING DOOR MANUFACTURING CORP 5355 WEST 23RD AVE HiALEAH FL 33016 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pramo tte Clm fer440.05(14),FS,an dloer do eorporWcnxi»elects a enyfimfrom Ida chapter b7rling a catlficaw ddecdc i order tHsseylmmay nct recom berdts or wryeriaetim radar Ids dam.Pwwwtto chapter 440.05(12),FS„CeBlcdes deledOn 10be' a�ymtyvildn theseape ofliebsirrssortradelaWon eroficaddeclmtoboe=nVLPtrsuatdao Chapter44UX13)),F.S..Nodcesddedtmtobee ertpt erd cer9lcafesd o eleclm to bae>ertpt sten basd>fedto reaa8m H,atarylrte adta Iellirg dleroleeorIelsauencadlearalcate,tteperam rened mf nctimar calleele ro lager oasis Ieregtdrenads drtda eer�Im far fssuazce da eerlleate.The depatmerdshall rewima eerdficde al a�rylne for felrae elle person named m the ceWcase to mod the regdranans dthis seder DFS-F2-DWC-252 CERTIFICATE-OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(650)413-1609 PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE ---•---------------------------------------------------- - --------------------- ------------------------------------------------------------------------------------ IMPORTANT STATE OF FLORIDA who el nt so xeChapterexemption this F.S.,an filingfficer a a corporation < ,. who elects exemption from this chapter by filing a certificate of DEPARTMENT OF FINANCIAL SERVICES election under this section may not recoter benefits or DMSION OF WORKERS'COMPENSATIONS compensation under this chapter. :F CONSTRUCTION INDUSTRY EXEMPTION ' : cates of election to O be exempt...rsapply Chapter 440.05(12), scope of the business or trade L listed on the notice of election to be exempt CERTIFICATE Or-B-EMON TO BE EXEM PT FROM FLORIDA WORKERS*COMPENSATION LAW 'D Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be ' E°FECTIVEDATE 6/262014 EXPIRATION OATS 6252016 Hsubjject to revocation if,at any time after the filing of the notice PEssort FHdJAtNDFZ JtAJAN R or fire issuance of the certificate,the person named on the E notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke FaN: 600002453 'R a certificate at any time for failure of the person named on the BUSINESS NAME AND ADDRESS :E certificate to meet the requirements of this section. PELICAN ROLLING DOOR MANUFACTURING CORP 5355 WEST 23RD AVE HIALEAH FL 33016 SCOPES OF BUSINESS OR TRA :DOOR AND WINDOW :INSTALLATION ----- ----------------------------------------------------------------------------------------------------- . QUESTIONS?(850)413- DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE E)(EMPT REVISED 07-12 PELICAN ROLLING DOOR MFG CO 5355 WEST 23 AVE HIALEAH, FL 33016 JULIAN HERNANDEZ 786-277-0207 pelirollingsteel@yahoo.com July 02, 2015. Florida Miami Dade Before me this day personally appeared Julian R Hernandez who, being duly sworn, deposes and says: Replaced one (1) Garage Door, That he or she will be the only person working on the project located at 138 NW 108 St, Miami Shores, FL 33168 Sworn to, affirmed and subscribed before me this 2 day of July 2015, by Julian R Hernandez. Julian R Hernandez 5355 West 23 Ave Hialeah, FL 33016 CC# 02BS00798 A RODR UEZ 2:' f • "_= M COM # 100183 •'0,'6'"""'oQ'� )k IRES June 18 2018 (407)3g"m IoridallotaryServibe. m `SgoRFs mass Egoism Miami shores V Building Department Rt1pA 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. 1 Signature: Q caner State of Florida County of Miami-Dade The foregoing was acknowledge before me this 01;4 day of ,20 By 110- 11,on C-T(2 1110 IZ CLC✓ who is personally known to me or has produced Yi l�, as identification. Notary: ,off°""`eo- SONIA RODRIGUEZ *'- MY COMMISSION#FF100183 P° EXPIRES June 18,2018 SEAL: (407)398-0163 FlorldallotaryService.-m ge �Ns � � I V�: rfliiqii Shores Vol,!f ] APPS 1�- BY DATE ZONING, DII-PT ,1PILDG DEPT M WITH N 1. FFf)17f]Al- V') 4 ,I CGP0000•0000 0000••Y s •o: o .0 s 000*00 00 •0 0 0 :::so - A:- Ll see** :**see 00000 0 0 00000 Goes 00000 JUL 6 •00000 00 00 Gooses 0 06:0: 0 0 p, 0 0 v JUL 6 *see:* 0 0 0000• •0 0 0 0 :goes: e 0 0 000 0.00 • 1,u ct MIAM I•DADE ® MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RM) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.Qod/economy DAB Door Company,Inc. 12195 NW 98th 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 I through 5 of 5, dated 02/01/200 1,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 Sectiga 0 0 NIISSILE IMPACT RATING:Large and Small Missile Impact Resistant ; 0•• 0 00,000 LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model- •• number,the positive and negative design ressure rating,indicate impact rated if a li".000 installation•• "'••• P $ ESP g, F PP • cable, instruction drawing reference number,approval number(NOA),the applicable test stap¢ards,and the • ;0000; statement reading`Miami-Dade County Product Control Approved' is to be located eq"%duor's s;40,hactdc, • bottom angle,or inner surface of a panel. 0•;••• ...... 0000 0000. RENEWAL of this NOA shall be considered after a renewal application has been filed and tkc*roA beento da4e 0•••0• in the applicable building code negatively affecting the performance of this product. .•0000 • •• TERMINATION of this NOA will occur after the expiration date or if there has been a re;;ision o2 chang&in the• 0 0 0 0:. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end4emg>lt0of any product,for - 0 00-000 sales,advertising or any other purposes shall automatically terminate this NOA.Failure to eon"y with any rti�nt�f this NOA shall be cause for termination and removal ofNOA. 00 0 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 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 MIAMI-DMECouNTY Expiration Date:August 9,2016 LIIApproval Date:June 11,2015 05�1Page 1 DAB Door COMDany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. 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. 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-08-2149AB, dated 06/27/2008,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#09-0.128.04" 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. ***so* "Submitted under NOA#01-0516.03" °• • ••• • 3. Test report of large missile impact test per PA 201 and cyclic wAdOpo essure test p 0 0 •••• • PA 203 on"Sectional Residential Garage Door",prepared by Huirjiine Engineering &Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,si'eiAd sewed by- Hector yHector M.Medina,P.E. '•;• • ...... .... ..... 4. Test report of Uniform Static Air Pressure Test per PA 202 and Foreso entry '..' *GOOD, Resistance Test on"Sectional Residential Garage Door",prepareembx itarricane .• Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01118/2001,sig�ig�l and ••..: sealed by Hector M.Medina P.E. • 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a paintet G-40%tV: '.• panels,prepared by Ceiotex Corporation,Test Report No.258592,dated 08/177N9$, signed by W.A.Jackson,P.E. oG�b2'?.�15 Carlos X Utrera,P.E. Product Control Examiner NOA No.154317.02 Expiration Date:August 9,2016 E-1 Approval Date:June 11,2015 DAB Door Company 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 11/29/2017, 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 02/24/2916. • • • •••Y•••.' • "Submitted under NOA#05-0228.02" • • 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparqt"Tgg per •, ASTM G155 of"PVC Extrusion Material" prepared by Hurricane Engiir�>ayg& , � Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and WSW by Rafael: .**I, ; Droz-Seda,P.E. •4,414,41• 0041004, 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Matariei'kgwepared by•• goose si8n' Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 14/0/2004' ed: ,,,• , and sealed by I.Ghia,P.E. 000,09 • : 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and;Ore tensit}r • .,,,;, Test of"REHAU non-foam PVC extrusion material",prepared by ETCI3La[joratories e•'•'• Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.Lt.4Doldan,P.Es 9.9 ;"'• .. F. STATEMENTS "Submitted under NOA#14-0814.04" 1. Statement letter of code conformance to the 5'h edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. � a2 ]pts 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 ` i ' 7-1/2" X 3" X .071" GALV. STEEL TOP FlXTURE 5-1/2' X 2-3/4" X 0.1' 0 ENO ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT o W /(6) 14 X 5/8" SMS OY_- FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER WITHOUT DELRON SLEEVE (STD.} (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT 1 CENTER STILE WITH DELRON SLEEVE (OPTIONAL) �� Z O O t CENTER STILE Nm � 0 �1 d IL ' m v - 0' I , �� C M o 1 7-1/2" X 2-1/4" X .071° tt p GALV. STEEL CENTER HINGE �- -- ---.•--- — m 0 O N o I W/ (4) #14 X 5/8' SMS , , �• cr _ W 3 a WITH DELRON SLEEVE (OPTIONAL) B �� e o Q m N o r _ Wo w0 L4zto2 � I \� LOCK _I I _ \ 1 • - --- z m z Q WrW- \� \ 2/ DOOR L I --__-- - I- — o w 0 w i� U -- 1 Z j� o 0 0iW X .15" THK. LATCH �� _----- ----- 1J- -- _ >�1 co M c° W STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) _-- - �— — = p Of FASTENED W/ (4) #14 X 1/2- S.M.S. �� i — — � — 1 O O -- 5/8 MIN. LOCK ENGAGEMENT V 1 I t�1 1 O Li f~1••• CONFORMS TO SECTION 1008 REGARDING GARAG€ DOORS __ -- I _ : LLJ • Q•i••• • ••••: •Q • w•• • • Ir • {J} cq ••••• CO LLI re DOOR HEIGHT CONSISTS Of �i �� �� �� 1` / • ob� 1w•� • • 6'-6" 2 SECTIONS 18' 2 SECTIONS 21" .158 DIA. GALV. AIRCRAFT TYPE �� i B �� ' L A I Q O �3 � ••••• CABLE & NICO-PRESS SLEEVE-t- - 1 i 1 '� OPTIONAL VENT • .� 6'-9" 1 SECTION 18" 3 SECTIONS 21" W/ MIN. 5 TO 1 SAFETY FACTOR 1 �I 1 i' 1 (3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE• • 0 Z •� • ••••• 7' 4 sEcnoNs 21' - I i WOOD GRAIN DESIGN J OPENING AREA NOT TO EXCEED � • ••"• t [COLONIAL DESIGN • rn ' f . 120 SQ. IN. �_ • 7'-6" 5 SECTIONS 18' - l r 1 / i i • Q N£� J 6' X 3" X 0.1" ••••: 7'-9" 4 SECTIONS 18" 1 SECTION 21" I C) STEEL PLATE 1� , , • • • 8' 3 SECTIONS 18' 2 SECTIONS 21" �:st , ) p , L _ MAX. DOOR WIDTH • • • WITH (2) #14 X 5/8' SMS .\ 9'-4" 6•••• 8'-3' _ 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21" ,- -� Be E:::] N_ W-9- 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS 18° - STD. UFFT DOOR LOW HEADROOM 9'-3' -_ 5 SECTIONS 18" 1 SECTION 21" DOOR OPTION RAISED PANEL EMBOSSED DOOR m N N 4 SECTIONS 18" 2 SECTIONS 21' " Z 9'-9' 3 SECTIONS 18' 3 SECTIONS 21" 7-7/8' X 3-1/8" X .OiO' a ccv y F F f0' 2 SECTIONS 18' 4 SECTIONS 21" STEEL PLATE DAB DOORS INC. o o 10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4" SDS Hurricane Masker® Model 824/811 F C U CJ C7 10'-6" 6 SECTIONS 21' - - Max. Size 9'-4" X 16'-0" High OUTSIDE [IN �E� X 3/4" SELF DRILLING SCREWS MAY BE USED ttl'-9" 6 sEcnoNs ts" 1 SECTION 21" With Window Lite Option °�' � � z $ $ 11' 5 SECTIONS 18" 2 SECTIONS 21' HANDLE END STILE OF #14 X 5/8' SMS 11'-3' 4 SECnoNs 18' 3 SECTIONS 21" IV-6, 3 SECTIONS 18" 4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF 11'-9" 2 SECTIONS 18' 5 SECTIONS 21" ° _ - 60.0 PSF = r 12' 1 SECTIONS 18' 6 SECTIONS 21' TLOCK 8AR GUIDES a INSTALLED ON END STILE w o o o 12'-3" 7 SECTIONS 21" - ° WITH (4) #14 x 5/8' SMS GENERAL NOTES ' 12'-b' 6 SECTIONS 18" 2 SECTIONS 21' n G _ - 12'-9' 5 SECTIONS 18" 3 SECTIONS 21' U .18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 13' 4 SECTIONS 18" 4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) 13'-3' 3 SECTIONS te" 5 SECTIONS 21' ON EACH SIDE Of DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ o c1 13'-6' 2 SECTIONS 18" 6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. En9r' JAVAD AHMAD PRA)DWEREYI31F.L#' o u 13'-9' - 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML ar� +ri#411�f1o�i4` FLA. PE 70592 0 14' 8 SECTIONS 21" - LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. � I�O .O T D C.A.N. 38 14.'-3' 6 SECTIONS 18' 3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. u a 14'-8' 5 SECTIONS 18" 4 SECTIONS 21' LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN G 'o 14'-9' _4 SECTIONS 18" 5 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL n g� � 15' -- 3 SECTIONS 18' 6 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, A 4 u�5 M Raiup drawing no. 15'-3" _ 2 SECTIONS 18" 7 SECTIONS 21' - 15'-6' 1 SECTION 18' 8 SECTIONS 21" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01 -09 15'-9" 9 SECTIONS 21" - BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND _ 16' _ 6 SECTIONS 1.8" 4 SECTIONS 21" ASTM E1886-05/ASTM E1996-09. sheet } of 5 m 24 GA. STEEL PANEL o 3/16 ALUM RIVETS Z n � 0 FLAPS BENT OVER PANEL o F a H I t 1 o 0 w M i ! 0 1/2" PUNCHED HOLES J V M 024" STL PANEL @ 4" O.C. I Or 0>m OUTSIDE OF ODOQ R '(J th O ( W LAtn I w I � o i STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER ' TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) END STILE ! fY ONE PER BRACKET POSITIONED AT EYE LEVEL O o ANCHORS AT TRACK BRACKET: a NO OPTIONAL STOP MOULDING A) ,3/8' DUI. POWER-BOLT BY `POWERS' w Li •••• • BY DOOR INSTALLER • Q-j••• •••••- FOR CONNECTION OF W000 BUCK 2" MIN. EMBED INTO CONCRETE • • LL 1-7/8" MIN. EDGE DISTANCE TO MASONRY SEE NOTE ON SHEET 4 U = ••• •� 14 X 5/8" SMSB8 • •`4 --(/ •z t1 l • ••••• 6 PER HINGE 3/4" X 2" X 2-1/2" X 18 GA. STEEL ) • z • ' OLA. HLC_SL£EVE BY 'HILTI END STILE, CONNECT TO PANELS WITH CO w J r ••••• 1/2" X 1-3/4" X ,054" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4- MIN. EMBED INTO CONCRETE OR FILLED BLOCK V� (m•Q • SOUTHERN PINE SEE DETAIL ABOVE 1-5/B" MIN. EDGE DISTANCE INTO CONCRETE • �R_ • GLUED TO PANEL AND SECURED TO 40.55 S.G. a EOG DIST.'. END STILE WITH 3/16' POP RIVETS 0 12" O.C. 4' MIN. EDGE DISTANCE INTO FILLED BLOCK • - C) 3:Z • Ln @A' Q a ' CONCRETE f'c = 3000 PSI MIN. 0 LO W•' '••• ° 0 1-7/8" X 2-5/8" X .045" STEEL EDGE • ••• t CENTER STILE, GLUED AND RIVETED C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. • DISTANCE • • Q cV w •••• TO PANEL W/ (4) 3/16' RIVETS \ • p •E. 1 1/2" MIN. POP RIVETS t` po. I i i•••• q1 3/16 - I � #14 X 5/8" S.M.S. \ oe' .e Ds ; I - • 4/ HINGE \> '. o I e• �1-3/16" � I La m 0 In to V1 O 0 f2 Ln C O 3: F jE ANCHOR TYPE A OR 8 w w w 1.9" X 2.19" X 3.3" X .102" /(1) PER BRACKET STEEL TRACK BRACKETS n SEE SHEET 3 FOR BRACKET SPACING V U W U U u SEE SHEET 3 FOR SPACING ai oW o 0 0 z v z z z I I I _ 1/4-20 SS BOLT & NUT c 7-1/2- X .071" GALV. STEEL_ > CENTER HINGE 7-1/2" X 3" X .071" 7/18" PUSHNUT SECTION B—B END ROLLER HINGE INSTALLED ON ROLLER SHAFT Engr: JAVAD AHMAD PR >F ii@Vi o CIVIL a 0 Wkb dw fkw� �j a STEEL TRACK INTERIOR SIDE 1.82" DIA. X .50" STEEL ROLLERS (STD.) FLA PE # 70592 cQ& c I = 14 GA X 2-1/$" X 1" (STANDARD) 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) CAN. 35 8 .s 3� •d2 o a 12 GA. X 3-5/`16- X 1-1/2" (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) FASTENED TO TRACK PLATES 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) °o93 W/ 1/4-20 X 5/8" TRUSS HD. WITH 5" STEM )Pt SLOTTED M.S. & LOCK NUT INS Odref drawing no. MAR 0 2015 01 -09 sheet 2 of 5 " HORIZ. ANGLE 2" POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT XWELDED TO HORIZ. TRACK � o 2-3/4" X 5-1/2" X 3" X .104" , 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH TWO WELDS AT 1-1/2" APART o GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EXPEEDING B FT. IN HEIGHT i� TOP ROLLER BRACKET ON EACH SIDE FIRST AT 3" O.C. I FASTENED W/ (6) # 14 X 5/8S.M.S. _ _ 3 PER BRACKET i A REST AT 9" O.C. " CONNECTED TO FLAG BRACKET ANGLE z .090 THK. GALV. STEEL ADJUSTABLE W/ 3/8-16 X 3/4" BOLT & NUT 0 In SUDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH .. (2) 1/4-20 X 5/8" BOLT & NUT A to W/ 5/16-18 X 3/4" HEX HEAD - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- $ n ca M. SCREWS & NUTS. FASTENED TO TRACK + TOP BRACKET WITH (4} 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" Q M (STANDARD) 0 TOP BRACKET F' (OPTIONAL) �t VERTICAL TRACK ,� 5 LOW HEADROOM DOOR + 14 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080" 0 HORIZONTAL REINFORCEMENT SECTION A—A O CC Q a a o = 1/2" X 1-3/4" X .459" FORMED STEEL 2" X 5-1/2" X .104" C 0 f h 0 co w GLUED TOSTILES NEL AN FASTENED TO GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. w ?i a (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR a w N= o LOW HEADROOM DOOR OPTION LL Z HORIZONTAL REINFORCEMENT DOOR * SECTION HEIGHTS BRACKET PLACEMENTS 1/2" X 1-3/4" X .059' FORMED STEEL HEIGHT 1STI2ND 3RD 14TH 15TH' 81 B2 83 1 84 B5 86 B7 BS Q w r GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" ' _ - (2) 3/16" POP RIVETS 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 5/16" MEETING RIB 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45 56 67" - 7'-6" 18" 18" 18" 18" 1 B" 1" TO 2" 1 1-3/4" 23" 34" 45" 56" 67" 78 _ 1.82" DIA. X .50" ROLLERS = r� —f _ . 8'-0" 21" 18" 18 18 21" 1" TO 2" 1 1-3/4" 23 34 45" 56" 67" 78-1/4" Of 00 W/ .44 DIA. X 4-1/4" STEM w c� + *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O o r-1 ® = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. I w"�.• + OPTIONAL INSULATIONS: z ! � • ¢_J9944 • •••• • BY 'DYPLAST PRODUCTS LLC' w 0 ro U = •••� • EPS-EXPANDED POLYSTYRENE p m 1.9" X 2.19" X 3.3" X .090" • �{ N• • •• DENSITY = 1.05 PCF STEEL TRACK BRACKETS / C� 00 IZ to • :•••• F N.O.A. #11-0926.07 n 2-3/15- HIGH / • J • 00 I ••••• = OR m CONNECTED TO TRACK WITH N • = DENSITY POL2 0 SPCFANURATE ) 1/4" BOLTS NUTS. / • tZ' O 52 •w • ••••• w — N.O.A. #11-0926.06 ro - - / • ' ti z • ••i•• OR / • Q• • ••••• BY 'CELLOFOAM NORTH AMERICA' • •• 00 w • DENSITY = 1.03 PCF to / / I • `�Q N Q w •• N.O.A. #10-1129.04 Q3 / p � � • ••••• OR • • _ • BY 'INSULFOAM LLC' m / • • •••• DENSITY = 0.92 PCF / / •• • • +� N.O.A. #14-0311.08 / m o \14 GA. GALV. STEEL W ' ` ROLLER HINGES FASTENED m Q W/ (4) #14 X 5/8" SMS m o a O ~ E, s of 0 Ln MIN. .024" ROLL FORMED STEEL PANEL ` z DRAWING QUALITY G-40 o MIN. YIELD STRENGTH = 34 KSI m o w o 0 0 WITH PRIMER AND BAKED-ON TRACK CONFIGURATION Z 0 Z m POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL N C7A 7 r cr m VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM a _ DOUBLE TRACK 12 GA. GALV. STEEL AVAILABLE TRACK OPTIONS 0 BOTTOM BRACKET FASTENED I _ Engr. JAANMAO W/ (4) #14 X 5/8" SMS CMLv FLA. PE # 70592 lfOflQs o + _ C.A.N. 3 38 a ��� O BOTTOM SEAL OPTIONS - v m v v SEE SHEET 4 Ealie 2015 $ drawing no. 01 -09 SECTION A— Fsheet 3 of 5 3�4" REINFORCEMENT t 1 m IN. 1/2" X 1-3/4" X .058' 4ft 0) oa DGE #8 X 1„ FORMED STEEL /![ DIST. SELF DRILLING SCREWS — �Y Z 1-1/2- MIN. OR V S8 X 1° o g I GE DIST. o I m 3/16" 'RNEX' STEEL RIVETS SELF DRILLING SCREWS Z UJ m : m iu o MULTIGRIP W DOME HEAD Q 3 y \ w \_ I O /AT 48" O.C. 3/16° 'RNEX' STEEL RNETS I I \ I N 3 AT L48'RO.C.IP / DOME HEAD Q a N 1 REINFORCEMENT 0 w 1/2' X 1-3/4' X .058„ 28Y 1/4" DIA. LAG SCREWS 26Y 1/4' DIA. LAG SCREWS FORMED STEEL O O a C AT 6' FROM ENDS AT 6" FROM ENDS WOOD BL K WOOD BU t I AND 19" O.C. MAX. I AND 19' O.C. MAX. 0 7 I I W'STRIP ADAPTER O W C ALUMINUM W'STRIP ADAPTER O' C STEELO " 03 OND RUBBER W'STRIPPING RUBBER W'STRIPPING O N Q W LL N 1 050 .700 040 ? cNV "x 0 224 .534 .346 Q w ri tW- I—� �-------� 1.790--d BOTTOM SEAL OPTIONS I , OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT LTJ�•• TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN • j Q •�•• • ••••• WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. _ • Q • FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _ ANCHOR SPACING 'U 2 •• • • VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS_ STRUCTURE EMBED SPACING EDGE DIST_.• Z I-Zto 4 • ••••i 3 8° HLC SLEEVE BY 'HILTI' CONC. 1-1/4' 8" 1-57W •end• 00 W 3 8' HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4" 8" 4" eif � (m0 •••• 3/8" DYNABOLT BY 'ITW' CONC. 1-12' _ 8" 2'B. ' •;� •••• 3/8- DYNABOLT BY 'ITN' FILLED BLOCK 1-1/2 1= • STEEL STRUCTURE BY OTHERS 2-1/4" • • O Z •+••• 5/16' X 1-5/8' 3/$" POWER-BOLT 8Y 'POWERS' CONC. 2' 8'._ 1-7/8" •D MUST LAG SCREWS BY DOOR PSYSTEM PORT E LOADS IMPOSED 3/8" SLEEVE-ALL BY SIMPSONS' CONC. 1-1/2" $' 1-7 $"-• j• hr, ••••• AT 12' O.C. `-- • CONCRETE Vc = 3000 PSI MIN. i i ¢ j d J •• C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. • �'o•W ••••• p' 5/16" DIA. BOLTS • . • WOOD BUCK CONNECTION TO MASONRY WITH WASHER & NUT AT 12" O.C. MAX. • PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO EDGE DIST. • • GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH i? w a 1/4- ULTRACON BY 'ELCO' WITH SPACING OF I z 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED 16' O.C. INTO 3000 PSI CONCRETE WITH 1-3/4" MIN. EMBED y o y o 1-1 4' X 2-1 2' X 14 GA c r 2-1/2" MIN. EDGE DISTANCE � "1/2- � / I o = � Z, � 1-1/2" CONT. STEEL ANGLE4-1 1/4" TAPPER BY 'POWERS' WITH SPACING OF 33� y fn 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 12 GA. GALV. STEEL - HU a 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED FLAT BRACKETS f3" LONG 2-1/5" X 1" X 14 GA 3" MIN_ EDGE DISTANCE 1/16" X 2-1/2 AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK z0 7d Ix mm FILLET WELDS FASTENED TO TRACK PLATES 3/8" CONFLEX BY 'ELCO' OR AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-2OX5/8' TRUSS HD. 3/8" LDT BY 'ITW' WITH SPACING OF CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE N 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED c v m ri 2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK a o o n os n 3/8" HLC SLEEVE BY 'HSLTf' WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK o o o I 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. c - 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION Engr. JAVAD AHMAD a PREPARATION OF JAMBS BY OTHERS o m d CML PgQtxlCf iEY{Sfdi3 i .4 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA. PE # 70592 meamr lldlt'FlOfid� o f x C.A.N. 353$ 2 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED flnilditlgCbde• m p BY DOOR SYSTEM. Accopwm WIf X °Ox• FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Date affffl=& a RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY -`—� BUILDING OFFICIAL UPON INSPECTION. qq,� Hr iMlnodl+ctr�anM drawing ^no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft, m • D15 I O 09 MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 279.9 Lbs per Ft. l___•_ sheet 4 of 5 . I • f • 500 Fes-x-.250 m I I Q PLASTIC COMPLIES WITH o DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE OZ ELI 1.765 1.725 0. 7/16" DIA. WASHER Q O m 1.144 a ' I #8 X 3/4" SMS 21 3/4" S800 O wM O® 3/8" FROM ENDS MAX. .176 F�-� Ir > O I AND 7" O.C. MAX. WDW. WIDTH 0 4 _ * EXTERIOR FRAME * INTERIOR FRAME W H .0 a !!!! t I J� w 18 1/8" RIGID PVC ONE PIECE INJECTION RIGIO PVC ONE PIECE INJECTION (4) #8 X 3/4w ?r 1 t " SMS = p W I ® 1-3/8" FROM ENDS oaMAXV+ Z In r '•III t �� AND 6-1/2" O.C. MAX. o N D.L.O. J M a I 3: Z 0 Q W L 1 1 1 175 X .062 DEEP A B P, III GROOVE - I r I A of OD 0 O 0 M ;III 1/4" POLYCARBONATE LEXAN i i' i' y i' Oj •• I I BY `SABIC INNOVATIVE PLASTICS' L- Q •• ••••0 I NOA #13-0717.01 r1 ¢ • • I t I '- - ---- -- -- • !0• z F-(n ••••• Li dO p J o I' y • •• pp W W i0000i W i. i. i (n al i I I Ct • • • I I /\ :.•.. :. .•. �� —; O d 0000• • W Q0 I I � •0•• IIII cil �j • U Q Z ••! 000 _.. - .,-:•.--.yrs, ] • !d •O ••7••• I i m J I I •( i ,•� • Q ,-• Q •0 0.0.0 0 •0000• • • I I .175 X .062 DEEP I I GROOVE UK— e,- vi v=i u=i _ 2 Q _ in O D U IA 2 '�I r� �% (4) #8 X 3/4" SMS INSIDE ELEVATION a 0 1-3/8' FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v oW o o I 1 AND 6-1/2" O.C. MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION z 0 z M z r C !B 8 X 3/4' SMS� I If t f ® 3//8' FROM ENDS .175 X .062 DEEP r r r r r AND 4-1/2" O.C. MAX. GROOVE c �' o �_\ •tn o 0 0 � o _ Ot. cox _ #8 X 3/4" SMS @ 3/8" FROM ENDS - AND 7" O.C. MAX. - o I - _ Engr. JAVAD AHMAD PRODUCT"V=111) I 7/16" DIA. WASHER CIVIL FLA. PE # 70492 W 01M*)iag wim to Fk" I i -------- C.A.N. 3538 Bldg Code �1i,70l�1wE 1'lD S- 7 ai m a au a` DOOR PANEL EXTERIOR 24 GA. (.024) STEEL MIN. t'�t DOOR PANEL 15/16" MIN. D.L. OPG. M M PKO*idconew drawing no. II 24 GA. (.024) STEEL MIN. GLAZING BITE 01 -09 WINDOW WIDTH 6 sheet 5 of 5 I