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WS-18-798 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FIL Phone:(305)795-2204 t=ax: (345)756-8972 " Inspection Number: INSP-300355 Permit Number: WS-3-18-798 Scheduled Inspection Date:April 09,2018 Permit Type: Windows/Shutters 1 Inspector:Riveron,Alexis Inspection Type: Final Owner. PELLICCIOTTI, DANIELA Work Classification: Garage door Job Address:10586 NE 6 Avenue Miami Shores,Ft. i Phone Number (305)401-5583 Parcel Number 1122310120030 Project: <NONE> Contractor: G&G GARAGE bOOR CORP Phone:(786)251.2951 Building Department Comments REPLACE EXISTING GARAGE DOOR n ractlo Passed Comments INSPECTOR COMMENTS False f Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled unto R r re-inspection tee is paid i April 09,2018 For Inspections please call:(305)782-4949 Page 12 of 29 i Permit No. WS-3-18-798 Pen �sxO1s°�e Miami Shores Village Permit Type:WindowslShutters 10050 N.E.2nd Avenue NE Work Classification.Garage Door Miami Shores,FL 3313&0000 Permit Status:APPROVED hlo` Phone: (305)795-2204 FtoiioA i' issue rete:41412018 Expiration: 10101/2018 Project Address Parcel Number Applicant 10585 NE'6 Avenue 1122310120030 DANIELA PELLICCIOTTI Miami Shores, FL Block: Lot: I Owner Information Address Phone Cell DANIELA PELLICCIOTTI 10585 NE 6 AvenueMIAMI SHORES FL 33138- (305)401-5583 10585 NE 6 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,500.00 G&G GARAGE DOOR CORP (786)251-2951 .._ __......, Total Sq Feet: 112 r Type of Work:REPLACE EXISTING GARAGE DOOR Available Inspections: No'of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-3-18-66946 DBPR Fee $2.00 04/04/2018 Credit Card $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 03/28/2018 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 , I 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 either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING;M CHANICAL,WINDOW DORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the forego' inform io is a urate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the a e e ontr ctor to do the work stated. i April 04, 2018 Authorized Signature:Owner / Applicant / Contr or / Agent Date Building Department Copy April 04,2018 } 1 { t Miami ShoresVi11a e - b g \ g Department M 2 Buildin De artte�a By b 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �-7—L{ FBC 20 �� BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: to5lz�5 7 City: Miami Shores County: Miami Dade Zip: ?.J O Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(FeeSimpleTitleholder): _ h\��o" U.IC�10`T`�khone#: Address: Ln �JQ(JX_'6ity: \,t f1 s u�l` (% S State:_ Zip: Tenant/Lessee Name: 4 Phone#: 3o S 4c,)�SS�� Email: CONTRACTOR:Company Name: Ct r Phone#: Address: City: yttVv() State: L Zip: Qualifier'Name: `�✓Y�J�C� ?��4�JY�. Phone#: I (� 1 �� State Certification or Registration#: Certificate of Competency#:GQ�S 60 G �� DESIGNER:Architect/Engineer: Phone#: i Address: City: State: Zip: Value of Work for this Permit:$ Q ' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: ' r+. I 'A,Atwe/#.rNln#.AM eiw.'xN.-#aP.nb'ta.MG1.-..rkl,.Nfiwr�r' �_ 7 ,. Specify colo ofcol Submittal Fee$ ""r'Permit Fee$ ) CCF O/•CC.$. _ .4;:. .! +.. .. vyw.-4—..s,,.a'+.Ynegi✓••vTICN'yM.ws.v�..v+srv,sn ,+T r 7 `+ Scanning Fee$ Radon Fee$ "' DBPR$ ' �t I Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ i TOTAL FEE NOW DUE$ a� (Revised02/24/2014) Bonding Compaiiy'shJime(if applicable) Bonding Company's Address,11 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (71' day's"after• the building permit is issued. In the absence of such,posted notice,,the inspection will not be approved and a reinspection fee will be charged. SignaturSignature OWNER or AGENT CONTRACTOR • f i 3 The foregoing instrument was acknowledged before me this The foregoing instrume t was acknowledged before me this 1 da of rim ' 20 06 by day of d - 20 ti , by CA C I IL 1` Q ' Oho is personally known to D' who is personally known to me or who has produced L as me or who has produced d' as identification and who did take an oath. identification and who did take an oath. k t. NOTARY PUBLIC. r NOTARY PUBLIC: ' Sign: ✓..✓`i � 4�",-4 0114 'Sign: Print: i Print: 9�2cINAVI cc Seal: Seal: aed ��a JAVIMORED' FERNANDOARIASJR Commission N GG 84563 ;'.,'�� �`,':. NotaryPublic-StateofFlorida My Commission Expires qh�)�' Commission kGG 179009 ..,,,. HwHlcdUvouyhNafioiwlNpWryAssn. APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f , Property`Search Application - Miami-Dade County Page 1 of 1 'HE PROPEBTY APPRAISER OFFIn OF I Summary Report Generated On:3/28/2018 Property Information Folio: 11-2231-012-0030 - �q A 10585 NE 6 AVE Property Address: Miami Shores,FL 33138-2049 Owner DANIELA PELLICCIOTTI 10585 NE 6 AVE Mailing Address MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ '••,:. Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNITa< Beds/Baths/Half 2/2/0 R µ t j$ Floors 2 Living Units 1 .' t .. Actual Area 3,445 Sq.Ft Living Area 2,572 Sq.Ft o Adjusted Area 2,794 Sq.Ft Taxable Value Information Lot Size 14,100 Sq.Ft Year Built 1951 2017 i 2016 2015 County Assessment Information Exemption Value $0 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $819,574 $287,32 $$284,977 Land Value $514,674 $411,738 $329,390 School Board Building Value $299,796 $202,565 $204,186 Exemption Value $0 $25,000 $25,000 XF Value $5,104 $5,161 $4;241 Taxable Value $819,574 $312,321 $309,977 Maiket Value $819,574 $619,464 $537,817 city Assessed Value $819,574 $337,321 $334,977 Exemption Value $0 $50,000 $50,000 Taxable Value $819,574 $287,3211 $284,977 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 '$50,000 $50,000 Save Our Homes Assessment Taxable Value $819,574 $287,321 $284,977 Cap Reduction $282,143 $202,840 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/25/2016 $1,010,500 30102-1236 Qual by exam of deed School Board,City, Regional). 07/01/1999 $267,500 18951-0493 Sales which are qualified 11/01/1995 $184,500 17023-0078 Sales which are qualified Short Legal Description 06/01/1990 $168,000 14596-1401 Sales which are qualified GOLF VIEW EST CORR PLAT PB 41-58 LOT 4 LOT SIZE 94.000 X 150 OR 18951-0493 07 1999 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: i http://www.miamidade.gov/propertysearch/ I 3/28/2018 7321 SW 142 AVE MIAMI.FL 33183-3162 Doe 10-05-19f 1 SEX tssuco 0 -29.201014 EWnPES. 10-06-201F REST A E 00RsE REPLACED-05-09-2014 :?;..,,»,.h.,, a nonx vahan cca+s?#uEra::orteant M aM aesG�ety issi rpurcsd Gy ia,v. Construction iqeuaiifying Board BUSINESS CERTIFICATE OF COMPETENCY 04BS00867 G & G GARAGE DOOR CORP. D.B.A.: DUEN S MARCIO Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL M30t2018 001589 — Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY - 5683538 ALBT — " " _ --"""BUSINESS NAME/LOCATIONRECEIPT NO. EXPIRES' 4' G&G GARAGE DOOR CORP RENEWAL SEPTEMBER 30, 2018 7321 SW 142 AVE 5927919 Must be displayed at place of business. MIAMI FL 33183 Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC.TYk,OF BUSINESS PAYMENT RECEIVED' .G&G GARAGE DOOR CORP' 196 SPECIALTY BUILDING CONTRACTOR -BY TAX COLLECTOR 41_�O BS00867.- r_ � Worker(s) -'Il .` �,- . -- ECHECK-17-192132`--'-" " 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. 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 Ba-276. For more information,visit wv;w.miamidade,govRaxcollector 014765 Municipal Contractor's Receip I Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 5683538 M C `BUS'NESS't1;kME/L0CATION .� RECEIPT NO - G&G GARAGE DOOR CORP NEW r EXPIRES ., 7321 SW 142 AVE 7517629 SEPTEMBER 30, 2018 MIAMI FL 33183 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 ti OWNER SEC.TYPE.OF.BUSINESS G&G GARAGE DOOR CORP MMC SPECIALTY BUILDING CONTRACTOf AYMENT RECEIVED r Cate o S .F 048$00867 Y TAX COLLECTOR 8 rYO 1 _V .,$175.00-:0 /.26/201.7: i CREDITCARD-1-7463094 This Local Business Tax Receipt only conf rms paymentof the Local Business Tax. The Receipt is not a license, Permit or a certification of the holder's qualifications,to do business. Holder must comply with any governmental ' or nongovernmental regulatory laws and requirements which apply to the busin'ass: ` ' f The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a=276. I f For more information,visit www miamidade oovhax II ACC>RiY CERTIFICATE OF LIABILITY INSURANCE OA73/27/2018 Y) 03/27!2018 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: H the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAO ERCT Raul Sardina CIC Sardy's Group Corporation MnNF . (305)485-0116 1 ao No: (305)485-0633 E-MAI10126W.Flagler St. ADDRESS, sardy@bellsouth.net Miami,FL 33174 INSURERS AFFORDING COVERAGE NAIC# Phone (305)485-0116 Fax (305)485-0633 INSURER A: Granada Insurance Company INSURED INSURER B: G&G Garage Door Corp. INSURER C: 7321 SW 142 Ave INSURER D: INSURER E: I Miami FL 33183- 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. ?NSR TY OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD 0 COMMERCIAL GENERAL LIABILITY f EACH OCCURRENCE $ 1,000,000.00 F-1CLAIMS-MADE ❑ OCCUR PREMTO RENTED MISES(Ea occurrence) f 100,000.00 ❑ MED EXP(Any one person, $ 5,000.00 A ❑ 0185FL00031300 , 11/08/2017 11/08/2018 PERSONAL&ADV INJURY $ 1,000,000.00 GEN.L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ POLICY ❑ JE O- ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ OTHER 1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident _ ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED SCHEDULED BODILY INJURY(Per accident) f ❑ AUTOS ❑ NO W NED PROPERTY DAMAGE } ❑ HIRED AUTOS OSPer accident $ ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS MADE AGGREGATE $ DED ❑ RETENTION $ WORKERS COMPENSATION ❑PER��--❑OTH- AND EMPLOYERS'LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIV E.L.EACH ACCIDENT 1 $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS f LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Garage door installation service and repair CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.' 10050 NE 2 Ave Miami Shores Village,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)QF The ACORD name and logo are registered marks of ACORD • _ _ qs WE JIMMY PATRONIS CHIEF FINANICAL 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: 1/15/2018 EXPIRATION DATE: 1/15/2020 PERSON: DUENAS MARCIO FEIN: 201249131 BUSINESS NAME AND ADDRESS: G &G GARAGE DOOR CORP 7321 SW 142 AVE , MIAMI FL 33183 SCOPE OF BUSINESS OR TRADE: Machinery or Equipment Erection or Repair NOC& Drivers IMPORTANT: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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 .� w . JIMMY PATRONIS CHIEF FINANICAL 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: 1/23/2018 EXPIRATION DATE: 1/23/2020 PERSON: DUENAS DANIEL FEIN: 201249131 BUSINESS NAME AND ADDRESS: G&G GARAGE DOOR CORP 7321 SW 142 AVE , MIAMI FL 33183 SCOPE OF BUSINESS OR TRADE: Machinery or Equipment Erection or Repair NOC& Drivers IMPORTANT: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 certficate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 t Miami Shcres Mill, ge { rA4-.PPR©VED BY DATEiNG QEPT ` BLDG DEPT T SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 00 4 _ Ll W e J %tM EV • •.• •• • • • •• • • • • • • • • • • AL*FAROOQ C0RP0R-ATJ10N-::- 1 CONSULTING ENGINEERS & PRODUCT fl'EVELOPMEN'�'"" WIND LOAD TABLES FOR COMPONENTS &CLADAAY� •••• ••• • WIND STANDARD: ASCE 7-10 FBC 2017 EDITION": "'••• .. .. . ...... GARAGE DOORS ONLY ...... . . . . ...... Fi re 1: ••••• County: Miami Dade • Wind Speed : 175 MPH •)1• Risk Category: II • a Exposure Category: C e 1.Client 2. Project Name: (Residential Projects Only) 3.Project Address: 'CITY STATE ZIP 4. Building Height: _ (See Figure 1 above) 5.Door Size: MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. MEAN 4=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. 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. (FT PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+)I PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) 15 38.1 49.7 37.5 48.5 36.0 45.5 ItT4.5 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 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 38.8 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 40.4 152.7 39.7 51.4 38.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 44.0 33.5 41.2 33.0 40.0 21 40.8 53.3 40.2 51.9 38.6 48.71 37.0 45.5 36.3 144.2 37.4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 40.4 22 41.3 53.8 40.6 52.5 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 46.01 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 39.0 150.7 38.4 149.5 136.9 46.5 35.4' 43.5 34.8 42.2 Notes - -h =Eave height for roof slope<10 degree. -Table above shows maximum design load for shown building height in end zone.For any other conditions/zones, design loads to be evaluated on project basis _ Disclaimer -This document is not valid without the embossed seal of an engineer employed by Al Farooq Corporation Mp_ -No portion of this document may be used or reproduced in any manner. JAVAD A AVIA ,P.E.018 (except, however,for that portion of ASCE 7-10 set forth herein). FL#70592 9 EB CAN#3538 9360 Sunset Drive,Suite 220 I Miami,FL 33173 I T:305.264.8100 I F:305.262.6978 I www.afeeng.com alfarooq@afceng.com t + • • •••• •••••• MIAMI•DADE ' ' ' "M1Al�u-nabrLcbuNTx •. e PROIQIJt LONTROL S�TIOPQ..... 7 NOt'S,W 26 Street Room 20$....; DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) •"Main,FloW8a3P;5-2474 • BOARD AND CODE ADMINISTRATION DIVISION T(786)31'5-1590 F'(78Ml5-2591•;•- wwiv.mramidade.gav7economv �" NOTICE OF ACCEPTANCE (NOA) .�._„_—_�_...• Clopay Building Products Company 1:609% •••••• 8585 Dake Boulevard 0 • Mason,OH 45040 • 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(AHI). 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: 2" EPS Insulated W8 DP46 Steel Sectional Garage Door up to 16'-2" Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104736,titled"2" EPS Ins. 16' Doors", sheets 1 through 3 of 3, dated 10/26/2012, with revision 04 dated 07/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton.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 the statement 'reading `Miami-Dade County Product Control Approved' is to be located on 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after 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 and revises NOA # 15-0225.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 17-1016.17 MIAMFDADECOUNTY 17 Expiration Date: January 31,2023 `11L•� Approval Date: December 28,2017 Page r Clonav Building Products Company .... . . .... ...... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' •• •; 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's '••••' : '..' ..... A. DRAWINGS "Submitted underNOA #15-0225.1S" .. .. .. . ...... 1. Drawing No. 104736, titled "2" EPS Ins. 16' Doors", sheets i•thTcpgh 3•of'j, dated• 0000 10/26/2012, with revision 03 dated 02/2015, prepared by Ckapay-Buildiliy Mducts • Company, signed and sealed by Scott Hamilton, P.E. •• •••••• • B. TESTS "Submitted under NO_-4 #13-0402.04" L Addendum to Test Report No. ATLNC 0827.01-12, dated 02/06/2013, signed and sealed by David W. Johnson,P.E. "Submitted under NOA #12-1103.01" 2. 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 2411 3.2.1,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 16'2"x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01-12, dated 10/09/2012, signed and sealed by David W. Johnson,P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee,P.E. C. CALCULATIONS "Submitted under NOA #12-1108.01" ' 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/05/2012, signed and sealed by Scott Hamilton,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 Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 07/17/2018. 2. Test report on Surface Burning Characteristics,per ASTM E84 of Type I EPS, Test Report No. 3082960-500, prepared by Intertek Testing Services,NA, Inc., dated 10/04/2005, signed by Javier Trevino. 3. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS, Test Report No.3082959-500,prepared by Intertek Testing Services,NA,Inc.,dated*12,111, signed by C.Anthony Penaloza / moi? CarlA N .Utrera,P.E. I Product Control Examiner NOA No 17-1016.17 Expiration Date: January 31,2023 Approval Date: December 28,2017 E-1 Clopay Building Products Company . . 0.0. 0600 . NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT� . . DO •0 { . 6666.. 6. 6. 666666 0000.. ..00 0000 �.. .06 F. STATEMENTS "Submitted under NOA #15-0225.15" •••• '. 00 **:*so 1. Statement letter of code conformance with th2010 and the 5s'�tit¢i(20j4).PB.C ••... e issued by Clopay Building Products Company, dated 02/18/20fS,gi?ned and*sealed ••0e;• by Scott Hamilton, P.E. 0 I• 0 000000 "Submitted under NOA #12-1108.01" 0 :06009 0 2. Statement letters of code conformance to 2010 FBC and no finaxeialenter�str issued g 00 by Clopay Building Products Company,dated 11/05/2012,signed and sealetl•by Scott Hamilton, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104736, titled "2" EPS Ins. 16' Doors", sheets 1 through 3 of 3, dated 10/26/2012, with revision 04 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance to 61h Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E. t,lZt�Z41'1 Carlos M. Utrera,P.E. Product Control Examiner NOA No 17-1016.17 Expiration Date: January 31,2023 Approval Date: December 28,2017 E-2 r 0000 1 • • •••• 0000•• • • 0 0.0.•00 •• •• 0090•0 0000•• •• •• • • ••99•• 0000 • • ••0• • 9• ••0•• 0000•• •• • 09000 •• •• •• •• ••00.9 • ••9••• 0000•• 00 0 to 0 • • • •9.990 0 • • 4 3 I 2 f ' MODELS 24 GA SHORT 27 G4 SHORT 1 27 GA FLUSH 27 GA LONGaIE[T REVISIONS CLOPAY 4400,4401 4300,KEG ' 43.1,HDGF 4310,HDGL 7 OF 3'REV.N0. ZONE: DATE: ECN NO..APPVD: _ DESCRIPTION H3LMES -- 66,66G,6200 69,620) 67,b7G,6203 _ j 04 - 7/2017 - SH UPDATED,OWL COMPLARM STATEMENT TO AM 6TH EDI-ION F9C. 1 OPTIONAL ROW OF IMPAC-RESISTANT OWING. IDEAL - SP200 srzoD sEZOO µAK,GLAZING 92E IS lty2'' tt'. 1'dPACT-RESISTANT CONSTRUCTION: GIAZMG IS INJCCTIOY MOLDED GE LEKAN SOLID DOORS(NO GLALNG)OR W:iH OPTIONAL llaAC7-RCRSTANT GWM ME (1)20 CA BACKER PLATE BETW�N EACH SLK243ZT,AN APPROVED'CC2 FUSTIC IN MPACT-REVSTM.:.OMIONAL I%JEC'TCN-MDLDE7 POi YCARBOIIATE FRONT FAVE AND D EMBOSS LOCATION THAT CONTAINS A CENTER ACCOR04VC-e Wf:H IOC/F�C 2606. SWING S GE LFXAN 51%24327,AN PROVED CC2 PLASRC IN ACCORDANCE MIN D HINGE,ATTACHED WITH DOUBLE SIDED SEE SECTION B-B F-,. IJ BLY DE'AILS. '�/�"•x ' ACRYLIC AD14ESIVE'O BACK OF DOOR. -�-A GLAZING SHOWN IN INTERMEDIATE SECTION. TIE ENTRE DOOR ASSEMBLY IN'STALLE)RI COMPLIANCE DE THIS SECTION MEETS THE ( ) M.YO LOAD S LARGE-AN OF THE BULB! CODE COOS MD INTERNATIONAL BUIOINC '. CODE AND 5 URGE-,NO SMALL-MISSKE ISIPK'RESISTANT. )E_ -a' I___- GuzING:SHcwv IN-uP$EcnON. _ :6 GA.DOU' END STILES. / / / / / MAY BE NOT EO FOR Ul. / / / / / / / il il iF "'7i VIEW'R'(SSE SHEET TWO). I II {� t I. VIEW'C'(S E SHEET TWO). II N II II --�i f---'it f--_� t __-� if -� f--� f.--_� i)•__- I ----ji IC'-__II If--_ I --YI iF-__TI If---�i �"-__'� IY____ ----" I --- --- -- ---- - -- --- --- -- - ------ -- ----- --- --- --- I -. TNO PCI LOCKING INTO TRAJ _____ _____z = r==__ • • •i•• 0000•• ••0••• t •• Li• 0000•• • 0000•• • • • 0000 '•• • • • 1 • 0000•• •• • 0000•• •• •• •• • 0000•• 0000•• • • 0000•• • • • •0000• • • • •• • 4 3 2 t MODELS 24 GA S40RT 27 GA SHORT 27 GA FLUSH 27 GA LONGED[, REVISIONS I CLDPAY 4400.4401 4300,HOG 4301.HDGr 4310,HDGL 2;CE 3 R V.,NO. ZONE: DATE: ECN N0.APPVD: DESCRIPTION _ ' 1 04 - -- - -- SEE"SON WSTORY ON SHEET ONE HOLMES ^ 66,66G.6200 68,6201 67,67G,6203 �^ :DEAL -- SP2o0 SF200 SE-PDD I D ( i SILICONE FILLED CHANNEL.SEPARATES FRONT AND RACK SKIN OF DOOR. D i HDTRONTAL(TOP)Uwe JAM9 TO Stj QRTING STRUCTURE ATTACHMENT j (No:aD PRou ppOR) NO=IL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND TND+/.IOM r11E TRJCR ro t.es'THIC1f.I//OENSItt V THE 2x6 Vi PfICAt SYP(OWE 02 OR BETTER)JA49i NO L,]40 fR04 iHMc-DOOR 6 EKPANDED POLYS1y4f E ROAM TN.WSFORNm TO THE NDt1LONTAI(TOP),YIN!. ,� 2.EACH VEOICAL"il SEES A M M:.M DESIGN LOAD OF 43E5 LB&-415 UL PER U4W. I15U:AT10n LAMINATED TO BOTH (1)12 GA GALV.STEEL TOP ROLLER ro0r 0' 3AMB. I EXTERIOR MD INTERIOR SKINS. BRACKETS(2-1/2'x 5-3/D').EACH 3.A:L.AMB FAST RS MAY BE(BUT ARE NOT REOU*ED TO 90 COJNTFRSUNK TO MONDE A FOAM MANUFACTURED BY t FASTENER M1USN uOUNTNC SUPIAX. PREMIER WDl15TRIE5FALC,INC.OR BRACKET ATTACHED W/(a){taxi/B'S-1EtT TYPE 4.A 1/3 SRFSS iNCNFASE FOR WND LOW WAS=USED N TIE CALCULAT3N OF ALLOWWE RIES N FOAM. METAL SCREWS.AOIU A 540E ATACHED LOADS POR ANC40R5 Aro FASTENERS Fi79 SIEFl,DOMC9ER AND LIASONRI. ( I TO TOP BRACKET WITH(2)1/4'x1/2'BOLTS WOOD/FLAME BUILTf-pfd AND NUTS PER BRACKET, STRIO MIAl16 C<DOOR OPEND4 SFYLL 6E FTMAEp SOLA BY ND:LESS TLV"(3)2.6 PRESSURE 1 MAX.O.C. TREATED SYP(GHEE 12 OR BERR)V STUDS OFA STRESS'GRADE NOT LESS tHAN 1200 PSH NOMINAL OfiREME Fl3ER STAGS IN BETIDING(Fb)FOR ODORS UP TO 11'0'HiOm OR(4)2.5 t TONGUE AND GROOVE JOINS. 27 GA(0.018'MIN.)I`TLRICR STEEL SKIN PRESSURE TREATED SYP(GRACE I2 OR•.TIER)WOOD STUDS OF A STRESS GRAPE NOT IFSS``TAN (DRAWING OUAUT10 WITH G-40 MIN.GALV., C` 12M PSI NOMINAL 0-'IEME FIBER STRESS W BENDNG(Fb)FOR DOORS LP TO 16'0'HIGFI.Slm _ eAKFD-ON PRIMER AND A UAKLD-ON v WALLS TO I ODW.UOVS FROM FOOTING TO TIE SLAVS. 4' POLYESTFR PANTED TOP COA-APPLIED TO ]xe MEROfAL JAMB�- r�l so SIDES OF STEEL SKIN. j WALL SOP WE 2 09 9 FR 'XK W JAW SMALL BE ANCHORED WT GROUT RTE AND 1 WALE 09 CORC R COLUMN.BLOCK WA:L CELLS SINAL BE FA1_J W CONCRETE AND 4-1/<. FA GA C TO ROLLER HINGE.FA(4 NAGE SHM.L BE C WI:FI RFWFOROM HETI ExEWS T pNID TIME FGOTND ANO NTO lE BEAMS ALL BACs L fASTLVCD-O END STILES WITH(4) •( BLOO !w COIMTRNOI;S FROM T&TIE SEWS TO f00TNG PER BI BUILDING WNG OR CONCRETE COLUMN. @LORN AILS ANO CONCRETE CELLONS TO OF RB D BY THE BUURNG ENCNER 09 A9CN Ci VIET T I /14x5/8'SHEET METAL AND(2) ILII/`F OF R_CORO AND W WCOROM'CE WON THE FLORIDA]4 BUADNG CODE 4''ALL TAPLR STRUT. - 1/413/4'SCF RAPPING SCREWS.SEE DOW MIN.CALV.STEEL VIEW'B 26 JAMS TO SUPPORTING STLICTURE ATTACHMENT SO KSI.MIN. C. (NOT Tp RE USED FOR ATTAYRMENT OF'KALI AKS TO 2x6 YER KA JW65 OR TPOR_T_G STRUCTURE) ONE 4-T-STRLT PD(SECTION.(SEE O4v¢nTER VIEW'D')EACH T-STRLT ATTACHED AT DSTAINCL RE•1 27 GA(0.016'MW.)UnTRIOR STEEL EACH HINGE LOCATION WTH(2) 1 4'x3 4'SEL TAPP:,NG SCREWS. ejwLL G TYPE rMTEMR TYPE FA5IENERS SKIN(MIN.YIELD STRENG-H:44.4 K5:', / / Na. . .1 l iii+LY1N.)WREp-APCct{ DRAW-NG QUA"WITH G-40 MIN. MIM.GONL'R — 1 MIN.EMOm TANAN C ui'G••3R - ♦ CALV.BAKED-ON POLYESTER PANTED 4,41 x B 4 x _ 4 klN _ _ ]/ i0P COAT APPLIED TO BOTH SIDES OF B SYP _SO _ S'EFL SOW. •FIRS(BCTTOM)MCNO4 S'ARTTW AT NO MORE TMAN 4µF OF THE h IMJ9 ON-CENTER(STANCE NIGNLST ANCHOR INSTALLED ' AT LEAST AS HIGH AS THE DOOR OPENI,G. i - 1 13 GA GALV.STEEL BOTTOM BRACKET ATTACHED CIDPAY DOES NOT SUPPLY JAMB ATATAHMEM FASTENERS I WITH(2)/14x$/D'SHEET META-SCREWS. M"MUM OISANCE DEIWER CENTER 0'MCNNR AND EOCE Of CONCRETE&DCI(.2-1/2-,UC.L S STUCCO:H'pMESS. I ALUMINUM E(TRUSION k VINYL WEATHERSTRIP. 1 1.0.11140T .VISED { j14x5/D10'SHEET METAL SCREWS �MpAIFy CaR�a F NDN►N.. 17-1016..1717 SECTION A-A(Sl�F YEW) y.•�NG SF•'.'Q. 0 1 "PEYWtIew 01/3112021 No 82 6 ! BE SELF �• ,Oli 7�2:. TAPPING SCREWS. I + P.S.F. - PART NO.: A O: STATE OF .AEU`' to A NO HINGFe 19 f IM:N\MRFMM Du H:N[F U^Mw Hww a+.r.M. IMC 1 6565 DouNL♦9a:Moe VIHNxOAD RAr[NG %.F•'�(O R 1 O P,:�2�: V,rN•B• NEW,C• TOLERANCES., M CID 8y tVOa°OMa.S1MMIR yJ 8 D P 4 f� ( A,A�S• ••.ate, .D- 5.031 n.AxM Fa Nx bt3-Tm-♦65.7 PA AF,ONA1 EIALN .W-SATs DESCRIPTIO 2'EPS INS. 16'DOORS(SEE TABLE FOR MODELS) y ..0D DESIGN ENGINEER: ��-S.Wl DRAWN BY:ISH DATE:10/12/1 5(`qt£:n^5 Dy/G,R SCOTT NAUILTON,P.E CHECKED By: SH DATE;tC/28/i SHEET 2 OF MH.w sarF PIA.rw i OIMNaOn .NE N NpaY.DWG.NO.; ;04735 VER:MO 4 3 2 1 I { l 1 i •••• • •• ••••• 4 3 2 1 MODELS 24 GA SNORT 27 GA$FART 27 GA PLUSH 27 GA LD4G SHEET, REVISION$ I CLOPAY NOJ,440) 4370,MDG 43::,HDGF I 4310,NOGL 3'OF 3 REV,40. ZONE:I DATE: I ECN-40.1 ARPVD:I DESCRlPTOH HIX.MES --- d6,66 G.6200 69.6201 67,67G,6203 i 0{ - -- ) - ( - SEE RE4 SON wSTORT ON 51NEET ONE CIDEAL -- SPL SF200 Sum D 2'TRACK CONIFIGURAPON TRACK COMImm^ON em THE HOP70NT�1 TRX[ OCR OPENING DOES NOT AFFECT TME ^FS <PI TO R:fO 1 Ac WND LM)MTNO OF THIS DOOR. iNSTALLER(TO SLV). ��,ILD DOOR COUMERBMANCE SYSRM DOOR O1T JAMB cwNyI Rc 13 CA CALV.STEEL RAC 9FACKET A-VICHED TO = _ JWOVERIM a 4. (3)3/16"%'-5/8'VO SOWS AND TO TRICK YAM(2)1/a-RNETS. OOCR (EACH TOE) • - 24 WOOD JIALHB.SEE 3•WFlIUN N. OO .STOP MOUS x ALLER(TO SJR). ) —;MOO:�ACIl.nTE 14.C.C. 'JLWB PRT3AIUTION 40TE'. 6 w wLV.STEEL DOLNT.E SPIE FASTE.ti)WRH(1)!6 X 1/2-WAFER SCREW. END ST.E ON,5-3/4%2-1 d7' 2.ON...STEEL TPIFK, ' 3!1/1'%11 W CALV.STEEL S 1 TRACK T4COIE59 0.063'. _ TRACK 9RXHETS FASTENS)TO t 50• _ WOOD WM3S WITH 5/6•%1-5/0' ]/16•I.O.RWND 16 OA OALV.STEEL CENTER HNGE IAC SCREWS NOT To pU..ED;v P's, FASTENED TO WELL STILES W/(4)FXH LET _-J6• ON-CEN'm MA.0{(Y)VG FASTEN"J1. I 114.5/6'SHEET MEAL YREE2 TYP.2-1/2"%12 CA GALV. - SCREWS REMMED'PER 44MD. C STEEL TRICK BRA AR 5, - 1 14 w.GLV.STEEL FW-.OR HOES ASTEN_:TO END'STLES W/(4)EICH!14.5/0' C TTAONED TO JAMB WITH(1) A-0 ' SHEET METAL SCREWS AND(7),1/4'SE,i TA W^.SCPEMS PER CNC FCML 24• 5/16^X t-5/8-LAO SCREW PER �.T56 2' V.STESL 1TUCK FASTENED b TRACK BMCKET. L 12��MA-GyV STEM TIAFX BRICV,ET 10- IS_ WITH EtRRR(3)1/4'Ok RVETS OR -2'D'A 7-1/2•LONO StEV.10 6�L STEEL ROLLER WRh STET OR NYLON TRE. (t)1/{-%5/6"M.T a tart PER SECTION D-C 3_1/3• TRACK BUCKE'. L1Mt BUC CT(2-1/2•.5-3/4'A 12w) VR-oAR4TWN OF Jh495 4Y OTHERS. AITACMED WT.(2)1/4-.3/{•SEF WPRNG so'.NC'E TAt RSP ACKETS ARE AL9O LSCD WM'DOJBLE END ST%r AS SHWA W ( NUM TACK CONF.CL'MTION ASE THE 7OME o-3 SHEET 1. T j_TPASK CONF%XJRA-tON DOOR OPLNNO ODES NOT AFFECT ME , DOORS BOO LHS AND OVER. MW LOAD UnV OF NS DOOR. OOl&E TR4CK CENTR NANO RED FOR DO➢6i 800 S AND OVER. .CY HEAm00u DR'X)R GOONS P'EN 6'HIGX. (A4N'L FOR SDI 2-AW.J•iNIIQ Tipm.T4L TUCK �_— SJPPORT 6Y DOOR I '9 F MCRROMAL 9 JNSTAl1ER(TO SrTTI. I 1'DOOR OVERLM(EXH VVE) 6 P1 WOC)JAMB.SEE S'OP MOULDING SLY DOOR MSCl1ER(TO SUG). B B T )^w V TAPERS)ETEC_TRACK 4W ANO4E.RAC µB PAEPAPATKN NOW. "16 w CLV.STEEL)OLDLE-ENO-STILE PASTENEL W (t)06 N 1/2•WATER INC ESS!0.101'.MCtE T1IKNNESS 0.000'. SCREW.EN0 SITE DIM,1-3/4 X 2-1/8'X 3/8. MIN.MOLE DIVO.9CNS 3-1/4-,2-]/6•. N£lt?iWJNONZOMµ114Ct((I'''�14'MAMWV SPACNG 3-1�'•2-]/6'IAN,,0.080"TAPLTED { JUNCTION,tW0 i/4'6WT 1 F"M LAST MOL—C 3-1 54S-7 BOLT MOLMINO AT MACK J 1 a NJT iCt E4L11 TRAC:L. II SAT TO TRACK JI/NCTXIN CONTWMTpN BELOW. J/T0-L0.ROWiO 16 W O V."M CENTER AWLE N FAsrENED To m':ER.Sn; W/(s)CQCN A00T11C`LAL 4OUM1NO SLOT TASTEAn 2 114A/6'SHEET METAL SCREWS __ SPUED AT 12^D[MtT tZ I PRODUCT REVISED \4��IRITDI�/EII" 0.101' ,OK 3'GAILY.STEEL TRICK PASTCNM to CA CA:V.STEM RODFM NNGES FASTENED TO END RR aemptyln�wIM tM FlPNtlR *AlE(RD MG:E.TUCK ATTACHED TO STNES W/(4)EACH SNFF METAL SCTtivs 9,NIWM HaM/(T II r 12.ON CEN'R ?APER Mfi[M'M ONE 1/t"AS/6'BOLT 6 MD(3)t/4'ALf TAPpNC 9CREW5 PER END WINCE.NOME0. �7-'ID11 B.1'I NJi AT FACM MDJNTND SAT. 3•m 5-1/2•LONG STET BALL BEAINC 5'EEL ROLLER.ExP� I,oaft011312023 No 832 / �J AND NUT AT FASECTION c-e S C PNF'PpReION OF!AMM RY C'TtERS -I MMm t t VVV"'--- � a MOUNi1N0 AOT LOCJTIP4. OT $ rw R'NO.: N/A A "�� 1 DOOR VETTTK AL 21" M T TRH:.( aTM TOLERANCES ES IF Em 0NI5 DuE4 w4 VM]W5 RATING \ TOLERANCES>. �uf Q 8r -�a� LSA T� � .0. 1.031 R.dA 'fv Ie.113-7T.,-1651 L P 6 �IIIS�ONAIF' OpSµ�As TNT T6UCNO T(LI /1T.THE I2E 34•, :.0015 IDESCR'PTIo: 2'EPS INS.16'DOORS(SEE TABLE TOR MODELS) �- 3-1/1' aNC.ETC.J. AOOIIgU1 U4 SOW"LOCATED AT Ir.26',a .0000- x oot DRAWN BY:SH DATE:t0/12/1SCALE:NTS DWG. DESIGN ENGINEER. 1 4O-'WAI BCTTOu. TWO L.SCREWS ALSO LOCATED AIWE 0.7-- ../r SCOTT HAMILTON,P.E. ' VERICAI/HOWONTTL TRACK JUNG. CHECKED SH DATE:TO/26/tX SHEET 3 OF 3;SIZE DRIDA LICENSE No.gTj. o w IN n DWG.NO.: '04736 IVER:MD 4 3 2 11 t (