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WS-12-20-2990, 10601 NE 2nd AveMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-12-20-2990 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Issue Date:02/19/20211 Expiration:08/16/2021 Location Address Parcel Number 10601 NE 2ND AVE, Miami Shores, FL 33138 1122310130710 Contacts ISRAEL BEATO Owner AMERIBUILT DEVELOPMENT Contractor 10601 NE 2ND AVE, Miami Shores, FL 33138 CORPORATION ALFREDO MIGUEL MELCHOR 9890 N KENDALL DR H108, MIAMI, FL 33176 ALFREDOUM@AOL.COM . �...._.. _......................... .�.................... ............................... � h Inspection Requests: Description: REPLACE GARAGE DOOR WITH COPLAY i Valuation: $ 1,600.00 HURRICANE PRODUCT APPROVAL NOA 17-1016-13 305 762-4949 I Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Work Without Permit Fee $110.00 Work Without Permit Fee - Plus $100 $100.00 Total $382.35 Payments Date Paid Amt Paid Total Fees $382.35 Credit Card 02/19/2021 $55.00 Credit Card 12/29/2020 $50.00 Check# 1232 02/19/2021 $277.35 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor the w6ik`stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date February 19, 2021 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RIEj =�IVE,E� Dr_ 'S 3 2020 BY: �oT I FBC 20 ! c, Master Permit No. NS k 1` '20 PERMIT APPLICATION jS$UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Sub Permit No. ❑ EXTENSION [:]RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: % G S t5�- l V F_ Z e�;_U -;�- City• Miami Shores County: Miami Dade Zip: Folio/Parcel#: //' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):. � "' � �� E% 134,176 Phone#: 70`6 - -JI &r,6 Address: r&)(1 d/ ./) d 4? �le ' / City: 1h i C�n?l C`/1 gf state: � �� zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ��dA��%z/! U/ �7 Z1!9kdUPi72,,0 7_ Phone#: 3L Address: / 8 90 k eon C-1a City: State: / Zip: Qualifier Name: 1�F-Jt5ho /0" Phone#: 3&-Ar oe>-/ State Certification or Registration #: / Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:] City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ,❑ New `Repair/Replace ❑ Demolition Description of Work: �',%7�C�1� cll-d!/�P (-lee" W ", X'f? �U�G �UcT a, /7- /D/d - 13 � Specify color of color \\thru tile: Submittal Fee $ Vy Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ _ TOTAL FEE NOW DUE $ 3 ' (Revised02/24/2014) 7b Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Opproved and a reinspection fee will be charged. OWNER or AGENT The foreggWinstrument was acknowledged before me this AO".", day of fALA— 20-20 by ZSMt / b. 130470 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ?ot,...... 'o Seal: * * Commission # GG 925195 Q Expires February 17, 2024 ��OFFl.o�� BaMedTtW&bpelNoteryServlces as Signatu e CONTRACTOR The foregoing instrument was acknowledged before me this day of3�,%- 20 1 by wh(is personally knewn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Notary Public State of Florida Seal: Luis B Sentmanat W Commission GG 246701 �Y-,.) Expires 08/24/2022 APPROVED BY Plans Examiner G( Structural Review (Revised02/24/2014) <f Zoning Clerk 003595 ®cal Business Tax RMt?t Miami —Dade County, State of -THIS IS NOT A BILL - DO NOT PAY 6274146 Roman MUE1LMT10N AMERIBUILT DEVELOPMENT CORP 9890 SIN 88TH ST H 108 MIAMI FL 33176 UCM1M EXPIRES RENEWAL SEPTEMBER 30, 2021 6539630 Must be displayed sp eyed at place of business Pursuant to County Code Chapter aA - Art. 9 & 10 M;0 OWVNM - SM.TYPE0F8USWM AMERIBUILT DEVELOPMU f CORP 196 GENERAL BUILDING CONTRACTOR ParTnaffu C/O ALFREDO MIGUEL MELCHOR PRES CGC1504340 RM $75.00 07/20/2020 Worker(s) 1 CHECK21-20-053963 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 qual ficatiaus,to do business. Holder oast comply with any governmental OF nongevemmerdal regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec as-276. For more information, visit vwnv.miamidade.goy{taxcellector Ron DeSantis, Governor Halsey Beshears, Secretary STA 7.E OF € LOR!DA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULA ION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER: CC-C aSG4340 D(PIRA T ION DATE: AUGUST 31, 2022 THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES MELCHOR, ALFREDO MIGUEL �""� � AMERIBUILT DEVELOPMENT CORPORATION 9890 N KENDALL DR H 108 MIAMI FL 33176 � ISSUED: 07/16/2020 Always verify licenses onfine at N1yFloridaLicense.com Do not alter this document in any form - This is your license. it is unlawful for anyone other than the licensee to use this document ACOR F CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 12/17/2020 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(ies) must have ADDITIONAL INSURED provisions or 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 Varcas Insurance Agency 1721 W Hillsborough Ave Suite A&B CONTACT NAME: Sandra Zabala PHONE FAX A/c No Ext : 813-319-1940 vc No AIL ADDRESS: certificates@varcasinsuranr-e.com Tampa FL 33603 INSURER(S) AFFORDING COVERAGE NAIC# INSURERA: Mesa Underwriters Specialty Insurance Company 36838 INSURED AMERDEV-01 INSURER B : Ameribuilt Development Corporation 9890 N Kendall Dr INSURER C : INSURER D: Miami FL 33176 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:829516056 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. ILTR TYPE OF INSURANCE INSD WVD SUER POLICY NUMBER MMIDDNYYY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY MP0041005001576 10/18/2020 10/18/2021 EACH OCCURRENCE $1,000,000 CLAIMS -MADE � OCCUR DAMAGETO S(RENTED PREMISES Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 GEN'L X POLICY ❑ JECT LOC PRODUCTS - COMP/OP AGG $ 2,000,000 1 $ OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACHOCCURRENCE $ HCLAIMS-MADE AGGREGATE $ EXCESS LIAB DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER E.L. EACH ACCIDENT $ ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ NIA E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) CGC 1504340 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Department 10050 North East 2nd Ave AUTHORIZED REPRESENTATIVE Miami FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD I K 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: 12/12/2020 PERSON: ALFREDO M MELCHOR FEIN: 204990066 BUSINESS NAME AND ADDRESS: AMERIBUILT DEVELOPMENT CORP. 9890 N. KENDALL DR. H-108, MIAMI, FL 33176 SCOPE OF BUSINESS OR TRADE: Contractor -Project Manager, Construction Executive, Construction Manager or Construction Superintendent EXPIRATION DATE: 12/12/2022 EMAIL: ALFREDOUM@AOL.COM IMPORTANT: Pursuant to subsection 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 subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to subsection 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 E01262649 QUESTIONS? (850)413-1609 AMERIBUILT DEVELOPMENT CORP. 9890 N. Kendall Dr. Miami, FI.33176 (305-322-4821) December 17, 2020 State of Florida County of Miami Dade Before me this day personally appeared k�? M- 10dd� ' who, being duly sworn, Deposes and says: That he will be the only person working on the project located at: 10601 N. E. 2 Ave. Miami, FI. ractor signature Sworn to (or afformed and subscribed before me thisL day of DPi*4 '!i1W2020 By ersonally know �� � Notary Public State of Florida Luis 8 Sentmanat �} My Commission GG 248701 / p M1d� Expires 08/24/2022 //` Print, Name of Notary OREs c9c f�0R1 P. PERMIT ADDRESS: 10601 NE 2ND AVE Miami Shores, FL 33138 APPLICATION DATE: 12/29/2020 SQUARE FEET EXPIRATION DATE: 06/27/2021 VALUATION: PARCEL: 1122310130710 0.00 DESCRIPTION: REPLACE GARAGE DOOR WITH COPLAY HURRICAI $1,600.00 PRODUCT APPROVAL NOA 17-1016-13 CONTACTS NAME COMPANY ADDRESS Contractor ALFREDO MIGUEL MELCHOR AMERIBUILT DEVELOPMENT 9890 N KENDALL DR, H108 CORPORATION MIAMI, FL 33176 Owner ISRAEL BEATO 10601 NE 2ND AVE Miami Shores, FL 33138 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: bo@msvfl.gov Review item used to allow building to comment during a plan review Correction: General - Ismael Naranjo (1/4/21) - Not Resolved Comments: 1. Provide opening wind pressure calculations signed by Florida license engineer. Section 1620 of 2017 FBC, Building. Corrective Action: 1. Provide opening wind pressure calculations signed by Florida license engineer. Section 1620 of 2017 FBC, Building. January 05, 2021 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . 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 B OW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this --')D day of 7 , 20--A-y . By , ,5PWe �eQTo who is personally known to me or has produced / as identification. Notary<===%'��il��ryf�� ot�avrue,�c LIZETTWASVEILER r ' Commission # GG 925195 SEAL: c� Expires February 17, 2024 ��FOP F�op� BondedThiu Budget Notary Swiloes Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF C0 TOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE* COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) RTIFICATE 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. moon mmmmmmmmmm mmmommmmmmmmmmm BUSINESS NAME: BUSINESS ADDRESS: BUSINESS PHONE: ( ) CELL PHONE ( ) _CITY STATE ZIP FAX.NUMBER ( ) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: N A RF C]3,—nifi I BY: �r 1 9 9 k, 1 1 n �1 s i RU ONE, 35 2 2 3 8 P FL 8 t ^; 6 - ----- - - ,-� 1 L—j •••••• •••••• .. b'lITH ALL Ff )�I tr L_ , • • • • • • • • ' so • Garage Door replacement for Clopay Hurricane Approved Door :so•••• ' •..• CLOPAY NOA 17-1016.13 MMM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Clopay Building Products Company 8585 Duke Boulevard 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 (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: 2" Steel Pan W6 DP38 Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/202012, with revision 02 dated 7/2017, 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 LABELL 1G: 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 bieri no change-ffi• • 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 bee;.; 5414asion or c*lMge in die.... materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eryipr"nt of any J)roduct, fos • • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to.caMply Wit%*dpy%ection of this NOA shall be cause for termination and removal of NOA. • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F'iun g and followed by tl*.e. expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sVA be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or it;distruTuteg Ad shalt• • • • • be available for inspection at the job site at the request of the Building Official. ; . • : • •' This NOA revises and renews NOA # 15-0225.09 and consists of this page I and•evidence pages 0 1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, F.E. NOA No 17-1016.13 Expiration Date: February 14, 2023 r� jai �})7 Approval Date: December 14, 2017 !•� Page 1 Clopay Buildint Products Comp=y NOTIICE OF ACCEPTANCE_ EVIDENCE SUBNEWfED 1. EVIDENCE SOME TTED UNDER PREVIOUS NOA's A. DRAWINGS "Submtited under N&A k 15-0-71 : 09" L Drawing No. 104753, titled "2:"-Steel Pan Doors", sheets 1 trough 3 of 3, dated 11I20M 12, with revision 01 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hanrilton, P.E. B. TESTS "Sub d under NOA # 12-1204.11 " 1. Test repo.—L, s on 1) Uni,`er n Stec _A ir Pressure Test, Loading per FBC TAS 202-94 2) Lange Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per. C, TAS M-94 5) Tensile Test per ASTM E8 along with marked -up drawings and_ installation diagram of I9'Z"A 8', 27ga steel garage door Model 4300W8 with windows, prepared by American Test Lab, Jhc-., Test RProortNo. ATL-N" 1015:01-12,..dated 11/13/2012; signed and sealed by David W- Johnson. P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30140-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. L. CALCULATIONT S "Subadde ed under 1.r0,4 m 12-1204.1.1 " Jamb anchor calculations prepared by-Clopay Building Products Company, dated 11/19/2012, signed and sealed by Scott Hamilton, P.E. D. QUALTFY ASSLIL4, +tCE 1. Miami Dade Department of Regulatory andyconomic Reso-=es (RER) E. MATERIAL CERTIFICATIONS : • • • : • ...... 1. Notice of Acceptance No. 13-O717.01: issued to SABIC 1n gIA-ye Plastics- for their Lexan Polycar'oonate Sheet Products, approved on 11"V-3013, :exp�g M '• 07/17/2018. ...... F. STATE' MINTS "Submitted under NOA # 15-02252- . 09-" • • • • • • : • •' L Statement letter of code conformance with the 2010 and the 5 ;' 040itoibn (AA: C ' • • • : • issued -by Clopay Building Products Company, dated t;'2/18/20.1a,4 ned andSealed ' • by Scott Hamilton, P E. . • ... • • • • arlos AIL utrera. P.E. Product Control 'Examiner NOA No 17-101613 Expiration Hate: February 14, 2023 Approval Date: December 14, 2017' E-1� Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUE) 2... Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, F.E. "Submitted under NOA # 12-1204.11 " 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 02 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 07/17/201 S. F. STATEMENTS 1. Statement letter of `code conformance to 6th Edition (2017) FBC, issdad k;b Clopay.... Building Products Company, dated 10/06/2017, signed and Sealed by S ;qtt 1;Iamilton, .' F.E. • 00000* 2. Statement letter of no financial interest, issued by C19pak. Building- Produdts...: Company, dated 10/06/2017, signed and sealed by Scott Hamikeq F.E. ; • . ' . • ... 17 Carlos 1V1. Utrera, P.E. Product Control Examiner NOA No 17-1016.13 Expiration Date: February 14, 2023 Approval Date: December 14, 2017 E-2 4 MODELS 1 24 GA SHORT 24 GA FLUSH CLOPAY 84A, 94 98 l/ HOLMES 48; 48B -- IDEAL 4RST 4F I, Al10 DOOR HEIGHT SECTIONS P TO 7'0' 4 7'3' TO 8'9' 5 '0 0'6' 6 10' 12 ' 7 12'6' TO 14'0' 8 9H =S1 I H9 �* No 812 8 .,*: 41 T.� P Z. frillONALIS, "o N ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BIM) AND UREDME ADHESIVE (ALONG CENTER). A /^ 41 2 1 ET' ,REVISIONS • • . . , 1 OF 3 IREV. NO.1 ZONE: I DATE: I ECN MO. 1 APPVD:_ _ . . • • DESC•RIPAON_ OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. I IMPACT -RESISTANT. OPTIONAL MAX. GLAZING SIZE IS 18-1 2' X 11'. GLAZING IS GE LERAN SLX24: GLAZING IS INJECTION MOLD GE LEXAN IBC FBC 2606. • • • • SLX2432T, AN APPROVED CCZ PLASTIC IN THE ENITRE DgPR ASSBMBIIF ACCORDANCE WITH IBC/FBC 2606. WIND LOAD REOIAREMID" 01 SEE SECTION B-B FOR ASSEMBLY DETAILS. CODE AND IS LARCW- AND6 (GLAZING SHOWN IN INTERMEDIATE SECTION.) • • • • JAM=JAL�.��AL e�teena�t•r_tl��t�..���1 AlILI L■���� •may a 1 A�� ♦ \- ��J� �t- �� a�r�� I� �MR I ' . • :.: y�e�� 11N1 Iw1 NMI ill , ��� o• = save1 131.0 B� �a"I Cry M0 W I I • IMPACT RESISTANT J ONE-PIECE INJECTIONY)DGE SLX2432T FRONT FRAME & GLAZING. MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). DECORATWE FRONT FACADE UCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) /8 x 3/4' PAN HEAD MACHINE SCREWS. 3 ENGAGES INTO ENO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDES) ID BOO T LOCK OPTION. cm 11 THIS ODUCT CONFORMS TO_TPIE REO REMENTS OF THE 2010 FBC, THE FIFTH EDITION FBC, AND THE SI EDITION FBC. PRODUCT REVISED a,=IyIng with tho Florida 0ullding Codo �y\„ 3rotw u T ... St tJCES °r NOA-No. 17-1016.13 .p . t.031 P.xplratlon 02T14T2023 .DO f.015 .ODD - E.005 BY .DDOD . t.001 Mlam Product on ro Degreoe t1/2' UM\•• Staled Olh_I.. DIMENSIONS PILE IN INCr ITIH OPTIONAL IMPACT -RESISTANT GLAZING ARE IOLDED POLYCARSONATE FRONT FRAME AND ROVED,F"PLASW*IN ACCORDANCE WITH p V �•OMf�.�pNCE WRH THIS SECTION MEETS THE EUIIpINC CODE N1D INTERNATIONAL BUILDING 11VP, RESISTANT. -GTAZINNG SHOWN IN TOP SECTION. ACK. END ON STILE, )OR. OUTSIDE B HANDLE LOCK BAR END ENGAGES IN -,y-ham, TRACK ON EACH SIDE OF DOOR. ' HANDLE mu , OUTSIDEOUrSIDE KEYED OrK WITH )N. LOCK BAR_ LOCKING., I PART NO.: N/A A 5555 Duke Bowl—,d VLNDL13AD RATING EL°E NDH W6 DP38 I:,-2- STEEL PAN DOORS (SEE TABLE FOR MOOELS) SH DATE: 11/18 t SCALE: NIS DWG.R YL SH 1DATE: 11/20/INSHEET 1 OF 3 SIZE LJ 104753 VER: MD 1 D C C G A 4 3 MODELS 24 GA SHORT 24 GA FLUSH SHEET- 2 OF 3 CLOPAY 84A, 94 98 HOLMES 48, 480 -- IDEAL 4RST 4F HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) ?,ff THE • LOAD OM TH�DOOR IS T Ep TRACK TO THE 2.6 VERTICALSYP GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IE TRACI( AND THEN FROM S TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB 3 -336 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE.) COUNTERSUNK TO PROVIDE A FASTENER �� FLUSH SURFACE TYPEG 4. /3 STRESS INCREASE FOR WIND LOAD WAS b= USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. i O E WPI SMALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE 1STUD MAX. O.C. TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 8'0' HIGH OR (4) 2x8 PRESSURE TREATED SYP (OWE 12 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN, BENDING (Fb) FOR DOORS UP TO 1B'O' HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 2.6 VERTICAL JAMB CK. WALL OR CONCRETEooO JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH -REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLACK WALL OR CONCRETE COLUMN, BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WDH THE FLORIDA BUILDING CODE Zx.8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO RF llSFO MR AWi WMFNT OF TR10x ANOI F TO 1"a Veonru .1 � feel Ft 1" ig, dL5s�1 a..l _.nr. :at... i1Lfi71 mmgt)316 -i-!R i•12[9:i91wait[:L•): �� i"J31E hZI:ill�1�JI^Ira.P9:4i L-MYA�o1i117n ,,. �. ..I. M.. :Ixl , �..' . 1 :..: III ax, _. M.r• 111•."•s•.�Q•1 �� • 000 • • f - s • 2 a••, .�. • REVISIONS.6 .. • • ° IO. ZONE: DATE: ECN NO• ARPVD: ' ;OtSCRIPRON - •MIT SEE REV ION HISTORY ON SHEET 1. •2. r IJK ••• �•• ••• •••')° y ja • • •• • • • ••• •• •• • 24 GA. (0.022" MIN. THICK. (2) 12 GA. GALV. STEEL TOP ROLLER 33.4 KSI MIN. YIELD) DOS BRACKETS (2-1/2" x 5-3/8"). EACH STEEL EXTERIOR SKIN WITH BRACKET ATTACHED W/(4) #14x5/8' SHEET G-40 GALVANIZING, BAKED -ON METAL SCREWS. ADJUSTABLE SLIDE ATTACHED PRIMER AND A BAKED -ON TO TOP BRACKET WITH (2) 1/4"xt/2" BOLTS POLYESTER PAINTED TOP COAT AND NUTS PER BRACKET. APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP I JOINTS }4 GA• MIN. GALV, ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 0144/8" SHEET METAL AND 1/4"x3/4" ELF TAPPING SCR(EWS. SEE 4"— VIEW W. r L. ONE 4" T-STRUT PER SECTION. (SEE VIEW VIp 'D") EACH T-STRUT ATTACHED AT EACH APER STRUT. ilk HINGE LOCATION WITH (2) 1/4%3/4" SELF 0.057" MIN. GALV. STEEL, TAPPING SCREWS. 50 KSI. MIN. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS 2 GA. MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS. TTACHED WITH (2) #14x5/8" SHEET METAL PRODUCT REVISED CREWS. as eompf&y with tho Florida AL(1MINUM EXTRUSION &VINYL WEATHERSTRIP. BuI1d,Ra Codf HAMI f,,It � #14x5/8" SHEET METAL SCREWS HOA-No. 17-1016.13 SECTION A -A (SIRE VIEW)_ expiration 021412023By I Midm o s Product Control O O 1/4'x3/4" SELF O �itcsi•`0RI"• L �ONA�E� DESIGN ENGINEER, SCOTT HAMILTON, P.E. u C A TAPPING SCREWS. P. S. -42.0 P .F PART NO.: N/A A 14 GA. END HINGES 18 CA. (MIN.) INTERMEDIATE HINGE Un4n Stated DlhanMal -n'0 8 I Duda Beulavard VINDLOAD RATING VIEW •B• VIEW mo: TOLERANCES aro _ E/ r 1Mg1 qa S1r45040Rz D P 3 8 .0 . t.031 P,odudl Far Na S S-TR{-48.57 V)/ .00 t.016 DESCRIPTI0 2" STEEL PAN DOORS (SEE TABLE FOR MODELS) .GOO . t.001 DRAWN BY: SH DATE: 11 18/1 SCALE: TUTS .000 . t.00t / DWG. T� Dagroaa - t t/2' CHECKED : SH DATE: 1 t/2o/1 SHEET 2 OF 3 SIZE 1J DIMENSIONS AR W�NCNl.4. DWG. W. NO.: 104)S3 VER: MD MODELS 24 GA SHGRT CLOPAY 84A, 94 HOLMES 46, 48B IDEAL 4RST 7` a .K ONFI • I e110N DOORS UP ro Roo LS, C D C 3 V6 2 24 GA FLUSH C 3 V6 2 24 GA FLUSH SHEET, 3OF3 9EI 4F . TR4C DOOR OPEN NO DOFIOL'SU N�OnTON ABOVE THEE HORIZONTAL TRACK WIND LOAD RATING OF THIS DOOR. SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR COUNTERBALANCE SYSTEM •IAMB GONFl . t eTON DOOR DOORS UP TO BOO H ICHT 13 CA STEEL FLAG BRACKET ATTACHED TO 1" DOOR OVERLAP (EACII SIDE) JAMB WITH rr (s) 5/18• x 1-5/8' LAO scREws - AND TO TRACK WITH (2) 1/4" RIVETS. _ 2x8 SYP WOOD JAMB. SEE "JAMB PREPARATION NOW. AS ROD: SPACING NTE 14" O.C. _ 2-1/2' X 12 CA GALV, STEEL 83' 2" GALV. STEEL TRACK, - TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6' X 1-5/8' _�- TRACK THICKNESS: O,OBJ'. LAG SCREWS NOT TO FOL D 1 . ... . . . ... . } _• .1: • • REV)SIO • • • I AW44 a • + • SCRIPTIOT SH SEE REVISION HISTORY ON SHEET I. •a • • •' •• ••• •00 +• ••� e• • ••• •• • • • • • • •• • • •• • • • • •• •• •• STOP MOULDING BY DOOR INSTALLER (TO SUIT). B CA DALY. STEEL END STILL �10 OX GALV. STEEL DOUBLE END STILE �20 GA MIN. rALV. STEEL INTERM. STILE 01 CtE 4 ON -CENTER. MIN. OF (I) LAO `- 7/10' I.D. ROUND SCREWS REQUIRED PER JAMB. PUSH NUT , 2' CALV. STEEL TRACK FASTENED TO FASTENER. /^38' TYP. 2-1/2' X 12 CA GALV,' - 12 GA GALV STEEL TRACK BRACKETS �14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH p14x5/8' STEEL TRACK BRACKETS, WITH EITHER (2) 1/4' DA RIVETS OR SHEET METAL SCREyg AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE C ATTACHED TO JAMB WITH (1) - (1) 1/4' X 5/8' BOLT & NUT PER u' S/f 6" X 1-5/8' LAC SCREW PER - TRACK BRACKET. 2" DIA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE TRACK BRACKET, f0" SECTION C-G WR BRACKET (2-1/2' x 5-3/4' z 12CA) PREPARATION OF JAMBS BY OTHERS, ATTACHED WRH OTE (21T LHR 1/4' x 3/4" BRACKETSARSELF E TAPPINAL50G N U WRH "DOUBLE END STILE" AS SHOWN IN C,.. NM TRACK CONFIGURATION ABOVE THE L NE SHEET 1. 3' TRACK CONFIGURATION, DOOR OPENING DOES NOT AFFECT THE DOORS 800 LEIS AND OVER., WIND LOAD RATING OF THIS DOOR JAMB CONFlION, CENTER HANG REQUIRED FOR ODORS BDO.(AS ANDAND OVER. DOUBLE K DOORS OVER 8' HIGH. (AVAIL FOR BOTH 2 AND 3 TRACK) UBLE HORIZONTAL i A '9': 6TAIEDOF` OR 1" DOOR OVERLAP (EACH SIDE) ram' 2%S SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). 3" CALV, B TAPERED SEEM TRACK AND ANGLE "JAMB PREPARATION NOTE". TRACK 18 OA OALV, STEEL END STILE THICKNESS: 0.101'. ANGLE THICKNESS: O.OBO'. HORIZONTAL TRACK 18 GA CAW. STEEL DOUBLE END STILE MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/B". SUPPORT BY DOOR 20 0A MIN. QALV. STEEL INTERM. SOLE. VERTICAL/HOR120NTAI. TRACK 14' MAXIMUM SPACING INSTALLER (TO SUIT). + 18 CA GALV STEEL INTER. JUNCTION.' TWO 1/4" BOLTS FROM LAST MOUNTING 3-1/4' x 2-7/8" MIN, x 0.080' TAPERED MINCE FASTENED TO CENTER & NUTS FOR EACH TRACK. SLOT TO TRACK,JUNCTION ANOLE SEE LAO BOLT MOUNTING BELOW. STRi W/(4) EACH 14xngAm5/8" 1 7 t8 UNb SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS NUT I, FASTENER. PRODUCT REVISED SPACED AT 12' CENTERS. Ce COMP With With the Florida _ 0.101' TRICK 3' GALV. STEEL TRACT{ FASTENED TO 14 C0. GALV. STEEL ROLdLR HINGES FASTENED TO ENO BMIldInEE Ooda ItI [12' ON CENTER TAPERED ANCLTO �WITHO0 ET1/4'AS/,BOLT & ANSTILES (2) 1/4' SELF TAP�S/80 SHEET METAL IND SCREWS PER END HIINNGE. NOA-Na 17-1016.13 45" NUT AT EACH MOUNTING SLOT. Expiration D Z/14M023 J' DW 8-1/2' LONG STEM :BALL BEARING STEEL ROLLER. Br 34• E Ys" TRACK BOLT AND NUT AT EACH "� A" SECTION c-C i Miam e rgwpue control MOUNTING SLOT LOCATION. PREPARATION OF JAMBS BY OTHERS, DE 0 - PART NO.: N/A OR V RTICAL UM Slated OLnarMer S� A 22" HEI HT TRACK LENGTH 8SB9 Du 5p40 U9 VINDLOAD RATING TOLERANCES a e = N& r4770 SUS 1 W 6 DP 3 8 -ONE 5/16' x 1-5/8• LAO SCREW SPACED AT THE SAME 0 t.015 BuM ProdueM r of Fm Na 13-lITu-48�5 .00 . t.018 DESCRIPTIO 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10', 22', 34', .000 . *.DOS as", ETC.). ADDITIONAL LAC SCREWS LOCATED AT 16'. 28. & 0000 . d:.001 DRAWN BY: SH DATE: 11/18/i SCALE JUTS DWG. R 40" FROM BOTTOM. TWO -LAC SCREWS ALSO LOCATED ABOVE Degrooe *11W CHECKED t t SH DATE: 11/20/t SHEET 3 OF 3 SIZE 1J VERTICAL/HORRONTAL TRACK JUNCTION. UNna Slated OlMnbe OA101sDNS ARE IN INOHts. DWG. NO.: 104753 VER: MD 3 2 1 1 1 PyDOD .... .1z ", .` =**:: No82038Ca& %.1: %9•., STATE OF WIND CALCULATION OF NEW GARAGE DOORS Digitally signed by MASOOD HAJALI 10601 NE 2 n d Ave Date;•2-0� 1.01.25 . . .... •••••• Miami Shores, FL 331381 • • • • 1�1:4�:1 -05 ,OO+ ...... . ...... SUMMARY OF WIND PRESSURES .... • • • • • • . .. • • • ..... • • • • • Zone 4 4 3.000 3.000 9.00 No 30.4-1 0.900-0.990•••34.66 -39.•791 ...... Zone 5 5 3.000 3.000 9.00 No 30.4-1 0.900-1.260•••?6.66 -48&88 •• Max Pressure at the garage door: 48.88 opsf • • • MecaWind v2364 Software Developer: theca Fn-erprises Inc., www.meca.biz, CopyrLight 9 2020 Calculations Prepared by: Calculations Prepared For: Client: 0 Date: Jan 25, 2021 File Location : C:\Users\mason\Dropbox\My PC (DESKTOP-F56POTH)\Downloads\lll.wnd Basic Wind Parameters Wind Load Standard - ASCE 7-10 Exposure Category = C Wind Design Speed - 175.0 mph Risk Category = III / Structure Type - Building Building Type = Enclosed General Wind Settings = ASCE 7-10 Wind Parameters = Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht SDB = Simple Diaphragm Building - False MWFRS = Analysis Procedure being used for MWFRS - Ch 27 Pt 1 C&C = Analysis Procedure being used for C&C = Ch 30 Pt 1 Reacs = Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor j = 1.000 Building Inputs / 7/�- Page 1 of 7 C I C s s �r I z c U Ld 4- 3 MODELS 24 GA SHORT 24 GA FLUSH CLDPAY 84A, 94 98 HOLMES 48; 48B -- ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ IDEAL 4RST 4F TOG-L-LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). F- -� A WAI �rw� 1 a11■Illrl�! tau■ t OIL ���t nn A1�� r■■�Ie����Ii�t�Ii�►�I�t�IIIr���'_w rl�a�1►t�j` �r� y� IL�I�� �-■� Flu �r�t�Irl�t�iTI�IIIIIIIIt1•I�t�Ilitl� ���_ -'■ill �� �� �: ��� _ �—� �—■■:. ►11A�•.••w•�u s�■�■1�■�I■r■■�^r�■I�t�allr■�ttrlll��t�t�� ��� jw�J���i�l�i.�•.�.w•/1��� ■'� raw R� 1•■■��lt �T� �■lilww��sa�o������1 Ilw�■Tltt► �'��\ r��`I — I��1 I���l i���tr 1�1 1�1 ►�...r�'. DOOR HEIGHT OF SECTIONS UP TO 7'0' 4 7'3' TO 8'9' 5 9'0' TO 10'6' 6 10'9' TO 12'3' 7 12'G' TO 14'0' B 14'3' TO 15'9' 9 16'0, 10 MAX SECTION HEIGHT. 21' No 602 6 Z ds 7.'ru •� • tf`f,,s,ON Ai �Ct�,> A. DESIGN ENGINEER; SCOTT HAMILTON, P-E. W 2 SHEET, 1 OF 3 REV. NO.1 ZONE: I DATE: 02 1 - f 7/2017 OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. MAX. GLAZING SIZE IS 18-1 /2" x 1 1 "_ GLAZING IS INJECTION MOLDED GE LEXAN Q CC2 PLAS IC IN SLX2432T, AN APPROVE T ACCORDANCE WITH IBC/FBC 2606. SEE SECTION B-B FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) ,,.--VIEW "B" (SEE SHEET TWO). VIEW "C" (SEE SHEET TWO). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOG SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L--LOC SYSTEM. TWO POINT LOCKING INTO TRACK. L.----,A OPTIONAL OUTSIDE KEYED LOCK POSITION. IN) R TOP ,BRACKETS USED AS MAX. DOOR WIDTH = 16'-2" INNER BOTTOA BRACKET. INSIDE ELEVATIONS (1) 371N ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. �OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 INZ PER VEHICLE. SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) �r'�,DETAfL 'D' \J OPTIONAL DECORATIVE / MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT.— (BETWEEN FRAME AND FACADE). \— DECORATIVE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME)_ IMPACT RESISTANT -j h ONE-PIECE INJECTION L- POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) #8 x 3/4" PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING. 3 1 REVISIONS ECN NO. f APPVD: I I DESCRIPTION SH I UPDATED !CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. IMPACT --RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. • • • THE ENITRE DOOR ASSEMBLY INST; ED IN COMPLIANCE WITH THIS SEC110%T1iE... WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNAMONAL BU140ING� CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. •.. • • • • • • r - GLAZING SHOWN IN TOP SEWR _ • 0000 ��� �tltl��iY 11. i�i■y t It l w`, �A r',S `' � T,' rM t r11 r„�t r�Mr-� SLIDE BOLT LOCK END ENGAGES INTO STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPTION. SNAP LATCH ENGAGES ONTO VERTICAL RACK. ONE SNAP LATH ON EACH SIDE OF DOOR. THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE-201-D=FBC, THE FIFTH EDTTIO AND THE SIXTH EDITIO. BC. END STILE. OUTSIDE END •STILE. TRACK ON ;.F PART NO.: N/A B58 Duke Boulevard VINDLOAD RATING 'Mason, OH 45M USA Tel. No. 513-770-4800 `/�/ Fox No. 513-770-4853 STEEL PAN DOORS (SEE TABLE FOR MODELS) DATE: 11/19/1 SCALE: NTS DWG. DATE: 11/20/121SHEET 1 -OF 3 SIZE I VER: MD HA H PRODUCT REVISED Y�Unless as complying with the Florida sorted otherwise TOLER ES (� n Building Code ore S �7 NOA-No. 17-1016.13 D = t.031 rilriitt�f s company Expiration 02/14/2023 DO = t.015 DESCRIPTION:; 2" ODO = t.005 .DDOO = t.001 DRAWN BY: $H By Degrees = t1/2' Unless Stated otherwise CHECKED BY.'SH Miami- ad Product Control DWG. NO.: 10475; DIMENSIONS ARE IN INCHES. ' 2 HANDLE. LOCK BAR ENGAGES IN EACH SIRE OF DOOR. OUTSIDE KEYED LOCK WITH, LOCK. BAR LOCKING_ LJ C I 0 C I 0 A" .. MODELS 24 GA SHORT 24 GA FLUSH CLDPAY B4A, 94 98 HOLMES 48, 48D -- IDEAL 4RST 4F 2" TRACK CONFIGURATIO NOTE: TRACK CONFIGURATION ABOVE THE . DOOR OPENING DOES NOT AFFECT THE DOORS UP TO 800 L65. WIND LOAD RATING OF THIS DOOR. t%—^ DOOR COUNTERBALANCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMS WITH (3) 5/16" X 1-5/8" LAG SCREWS AND TO TRACK WITH (2) 1/4" RIVETS. x w : AS RQD: SPACING NTE 14" O.C. x o0 ti3" 2" GALV. STEEL TRACK, li TRACK THICKNESS: 0.033". _ 50" - U w 38" TYP. 2-1/2" X 12 GA GALV. z STEEL TRACK BRACKETS, ATTACHED TO JAMB WITH (1) 0 24 5/16"'X 1-5/8" LAG SCREW PER TRACK BRACKET. 3" TRACK CONFIGURATION DOORS 800 LBS AND 800 LBS AND OVER, DESIGN ENGINEER: SCOTT HAMILTON, P.E. 10" 3--1 /2•, 3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR_ CENTER HANG REQUIRED FOR '-'-DOORS OVER 8' HIGH. 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK ---THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080 MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". ,,,-VERTICAL/HORIZONTAL TRACK 14„ MAXIMUM SPACING JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK -JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. 12" ON CENTER 34" NE. A," TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 22" 1DOOR VERTICAL HEIGHT (TRACK LENGTH 1 7'-0" 172 El 184 1 9'-0' 4 96' 1 10 -O'l 108 112'-Oi 132 1 14'-O'l 156' 116'-O'l 180 10" 3-1/2" 2 SHEET 3 OF 3 REV. NO.1 ZONE: 1 DATE: 02 I - I - JAMB CONFIGURATION, DOORS UP TO 800 LBS. REVISIONS ECN NO. I APPVD: I - I SH I SEE RNII 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". y� ,%%olm"I'% 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1-5/8- LAG SCREWS NOT TO EXCEED 14" ON -CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAMB. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA. RIVETS OR (1) 1/4" X 5/8" BOLT & NUT PER TRACK BRACKET. ,IAMB CONFIGURATION DOORS 800.LBS ANDDOORS 800LBS AND OVER. DESCRIPTION HISTORY ON SHEET 1. ass+ • •s•• +o•ss, •oso•• ••oss! ! -STOP MOULDING BY DOOR INSTALLER (TO SUIT). • • • • • • s /-16 GA. GALV. STEEL END STILE ' o o + • a • , / 18 GA. GALV. STEEL DOUBLE END STILE. ' ' • ••o•o• sas •. 20 GA. Ml~ . GALV. STEEL INTERM. STILE. + a • I •• 18 GA. GALV. STEEL INTER. • • • o • , I HINGE FASTENED TO CENTER • a ' STILE W/(4) EACH #14x5/8" a ' • • s a SHEET METAL SCREWS. • • • .• • • o 7/15" I.D. ROUND •• • • i PUSH NUT ••aa•a FASTENER. ' 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. ' 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION C-C PREPARATION OF JAMBS BY OTHERS 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE HORIZONTAL TRACK "JAMB PREPARATION NOTE". SUPPORT BY DOOR INSTALLER (TO SUIT). 3-1/4" x 2-7/8" MIN. x 0.080" TAPERED ANGLE. SEE LAG BOLT MOUNTING BELOW, WR BRACKET (2-1/2" x 5-3/4" x 12GA) ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN ZONE 9-3 SHEET 1. DOUBL TRACK LOW HEADROOM OPTIONOPTION- (AVAIL. FOR BOTH 2" AND 3" TRACK) OUSLE HORIZONTAL TRACK. STOP MOULDING BY DOOR (INSTALLER (TO SUIT). -16 GA. GALV. STEEL END STILE �18 GA. GALV. STEEL DOUBLE END STILE. 20 GA. MIN. GALV. STEEL 1NTERM. STILE. _ I I 18 GA. GALV. STEEL INTER_ HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/8" 7/16I.D_ UND SHEET METAL SCREWS. PUSH NUT FASTENER. PRODUCT REVISED as complying with the Florida 0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 GA GALV. STEEL ROLLER HINGES FASTENED TO .END Building Code To, TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14xS/8" SHEET METAL SCREWS PIOA-No" 17-1076.13 TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & AND (2) 1/4" SELF TAPFiING SCREWS PER END HINGE. NUT AT EACH MOUNTING SLOT. II Expiration Dat m,14Al2n" 3" DIA. 8-1/2" LONG STEM.BALL BEARING STEEL ROLLER. SECTION C-C I By %'%;=•=•%-; ;%,; PREPARATION OF JAMBS BY OTHERS Miami-Daroduct Control ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22", 34", 46", ETC.). ADDITIONAL LAG' SCREWS LOCATED AT 16", 28", & 40" FROM BOTTOM. TWO -LAG-SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART ND.: N/A Unless Stated Otherwise TOLERANCES 5585 Duke Boulevard WINDLOAD RATING are ay Fling�roducotmrpmy alsNo. 513-nolamW DP3g.0 = ±.031 9 Fax No. 513-770-4853 .00 = t.015 DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS) .ODO = t.005 .0000 = t.D01 DRAWN BY: ASH DATE: 11/19/1 SCALE: NTS DWG. Degrees = t1/2' CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 3 SIZE B Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 104753 VER: MD D •oases s. s , oos•s, a • •as•.4, 9. • • a•asaa • aa•oss • , In ■ m J Catc E,uJ&ffjc(�g RoofType: Building Roof Type = Gabled Gabled = W Width Perp to Ridge= 50.000 ft L Length Along Ridge = 73.000 ft EHt Eave Height = 12.000 ft RE Roof Entry Method = Slope Slope Slope of Roof = 2.0 :12 Parapet Type of Parapet = N.otIe**. Theta Roof Slope = 9.46 Deg Par Is there a L•arapet = Fadce• •••••• OH ALL 0 = 0.000 ft OH ALL 0 �••• : = Co. 0000ft •` OH ALL 0 = 0.000 ft .••.•• ; " " ` ••••;• Exposure Constants per Table 26.9-1: •••••• • • Alpha: Const from Table 26.9-1= 9.500 Zg: Const from Tab3e•26!9-1= •••• e900.000 • •• ft •••.• • • At: Const from Table 26.9-1= 0.105 Bt: Const from Tab1e:M:9-1= ".00110; Am: Const from Table 26.9-1= 0.154 Bm: Const from Table :M 9-1= 0.65100 ••••0• C: Const from Table 26.9-1= 0.200 Eps: Const from Tab;2•?•6:9-1= 0.2-00 •� Overhang Inputs: • • • •• • • Std = Overhangs on all sides are the same `••` : = T.rue • ; " " ; OHType = Type of Roof Wall Intersections = Q " • " OH = Overhang of Roof Beyond Wall = 0.000 ft Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: Theta = Roof Slope in Degrees = 9.46 Deg h = Mean Roof Height: Theta <= 10 Deg use Eave Height = 12.000 ft Zh = Mean Roof Height for Kh: h + Base = 12.000 ft —Dist Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 RA = Roof Area = 3700.35 sq ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 33.94 psf qin = For Negative Internal Pressure of Enclosed Building use qh*LF = 33.94 psf qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 33.94 psf Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 15.000 ft Izm = Cc * (33 / Zm) 0.167 = 0.228 Lzm = L * (Zm / 33) Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.918 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.882 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-11 Page 2 of 7 Cak En h = Mean Roof Height Of Building = 12.000 ft RHt = Ridge Height Of Roof = 16.167 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 7.3lOfl�• ft • • •••• L = Horizontal Dimension Of building Parallel To Wind Directior•* : = 50.000 ft ....•• •••..• • L/B = Ratio Of L/B used For Cp determination •••;�• = 0.685 h/L = Ratio Of h/L used For Cp determination = 0,J40. Slope = Slope of Roof • • = 9!46 Deg Roof 1 = Roof Coeff (0 to h) (0.000 ft to 12:000 ft) •••� _-0.1.8: - 0.9 • • • . Roof_2 = Roof Coeff (h to 2h) (12.000 ft to 24.000 ft) " " _-0.1810- 0.5 •••... • Roof_3 = Roof Coeff (>2h) (>24.000 ft) • • _-0!181•- 0.3 . • . •• Cp_WW = Windward Wall Coefficient (All L/B Values) '••' : = 0.80 • Cp LW = Leward Wall Coefficient Using L/B = -r.5V0" Cp_SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf 12.00 0.849 1.000 33.94 0.18 16.97 -20.53 -26.30 37.51 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf 12.00 0.849 1.000 33.94 -0.18 29.19 -8.32 -14.09 37.51 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp—SW - qip * +GCPi Windward = qz * G * Cp_WW - qip +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp min Cp max GCPi Pressure Pressure Pressure Pressure Page 3 of 7 cafe Dist Dist Pn min* Pp_min* Pn_max Pp_max ft ft psf psf psf psf ----------- Roof_1 (+Y) ------ ------ ------ ------ ------------- 0.000 12.000 -0.180 -0.900 0.180 0.92 ------------------------ -11.30 -19.86 -32.07 Roof_2 (+Y) 12.000 24.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 6*-10%3 Roof 3 (+Y) 24.000 50.000 -0.180 -0.300 0.180 0.92 -11.30• -2.55 ►44976 •••••• Notes Roof Pressures: •••••• •••••• • • •••••• Start Dist = Start Dist from Windward Edge End Dist = End Dist.f." ilindward, Edge Cp Max = Largest Coefficient Magnitude Cp Min = 0*00 Smallest•Coef�� f*icienl• • •••••• Magnitude •••• • •• ••••• • • Pp max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_ma,-o- qin*(-?,%)i: Pp min* = qh*G*Cp min - qip*(+GCPi) Pn_min* = qh*G*Cp ni'n •-' qin*(-GCPi1 •••••• • OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to R4119".6:� = Vert!cal •• * The smaller uplift pressures due to Cp Min can become critical• when+ wind•is • •••••• combined • • • •• • • with roof live load or snow load; load combinations are given.iri P;SCE 7. . ; " " ; + Pressures Acting TOWARD Surface - Pressures Acting AWAY from S44noc`?2' MWFRS Wind Parallel to Ridge (Ref Fig 27.4-11 h = Mean Roof Height Of Building = 12.000 ft RHt = Ridge Height Of Roof = 16.167 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 50.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 73.000 ft L/B = Ratio Of L/B used For Cp determination = 1.460 h/L Ratio Of h/L used For Cp determination = 0.164 Slope = Slope of Roof = 9.46 Deg Roof_1 = Roof Coeff (0 to h) (0.000 ft to 12.000 ft) _ -0.18, - 0.9 Roof_2 = Roof Coeff (h to 2h) (12.000 ft to 24.000 ft) _ -0.18, - 0.5 Roof_3 = Roof Coeff (>2h) (>24.000 ft) _ -0.18, - 0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp LW = Leward Wall Coefficient Using L/B = -0.41 Cp SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf 16.17 0.862 1.000 34.48 0.18 17.34 -17.88 -26.30 35.22 9.60 12.00 0.849 1.000 33.94 0.18 16.97 -17.88 -26.30 34.85 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Page 4 of 7 Ca& Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- - ---- ----- -------------------- ------ ---------aa..- 16.17 0.862 1.000 34.48 -0.18 29.56 -5.66 -14.09 35.226 �•0.60 12.00 0.849 1.000 33.94 -0.18 29.19 -5.66 -14.09 14..e5: • 940 • • • • • • Notes Wall Pressures: 000000 Kz = Velocity Press Exp Coeff Kzt = Topographi "l Factor�� • qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal LAress Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp W - qip** •• +GCPi 007• .•• "•e • • • • Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward ??es"s" - Leeward" Press """""" " * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF)•applied tc*Walis + Pressures Acting TOWARD Surface - Pressures Acting AGiAY from Su.face• • Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn_max Pp -max ft ft psf psf psf psf ----------- ------ ------ ------ ------ ------------------------------------- Roof_1 (+Y) 0.000 12.000 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 Roof_2 (+Y) 12.000 24.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 Roof 3 (+Y) 24.000 73.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp -max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Components and Cladding (C&C) Calculations per Ch 30 Part 1: Zh = Mean Roof Height for Kh: h + Base -Dist = 12.000 ft Kh = Since Zh<15 ft [4.572 m] --> 2.01 * ( [15 ft or 4.572 m] / zg)^(2/Alpha)= 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 33.94 psf Page 5 of 7 �i� LHD = Least Horizontal Dimension: Min(B, L) = 50.000 ft al = Min(0.1 * LHD, 0.4 * h) = 4.800 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 4.800 ft h/B = Ratio of mean roof height to least hor dim: h / B = 0.f4e+� Wind Pressures for C&C Ch 30 Pt 1 �•+• . • • •• All wind pressures include a load factor of 0.6 .••... • ; " " ' •..•;• Description Zone Width Span Area 1/3 Ref GCp GCp p p ••••+• Rule Fig Max Min • Mac :Man • ft ft ft sq ft •••e psf • a• psr ••••• • • ------.••••• �..__. ••••• Zone 1 1 3.000 3.000 9.00 No 30.4-2B 0.500 -0.900 " 2'3'.08 -36.Ed ••••�• Zone 2 2 3.000 3.000 9.00 No 30.4-2B 0.500 -1.700•••V.R)8 -63181 • Zone 3 3 3.000 3.000 9.00 No 30.4-2B 0.500 -2.6009 23.-08 •-94.16 •••••• Zone 4 4 3.000 3.000 9.00 No 30.4-1 0.900 -0.990• 36•.66 �3�•Z.i • • Zone 5 5 3.000 3.000 9.00 No 30.4-1 0.900 -1.260'.'6.j 48.$8 ;""� /; • Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF] Since Roof Slope <= 10 Deg, the GCp value is reduced by 10% Components and Cladding (C&C) Overhang Calculations per Section 30.10: Theta = Roof Slope in Degrees = 9.46 Deg h = Mean Roof Height: Theta <= 10 Deg use Eave Height = 12.000 ft Zh = Mean Roof Height for Kh: h + Base = 12.000 ft -Dist Kh = Since Zh<15 ft [4.572 m] --> 2.01 * ( [15 ft or 4.572 m] / zg)^(2/Alpha)= 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 33.94 psf Wind Pressures for C&C per Section 30.10 & Figure 30.4-2 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCpi GCp GCp p p Length Rule Fig +/- Max Min Max Min ft ft ft sq ft psf psf Zone 2 OH 2 OH 3.000 3.000 9.00 No 30.4-2B 0.00 0.000 -2.200 9.60 -74.67 Zone 3 OH 3 OH 3.000 3.000 9.00 No 30.4-2B 0.00 0.000 -3.700 9.60-125.58 # OH = Zone # on Overhang with Zero Internal Pressure (GCPi = 0) Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length p = Wind Pressure: qh*(GCp - GCpi)*LF [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF) Page 6 of 7 Cak �ngu�e�ung Values of GCp for overhangs include contributions from both upper and lower surfaces. • • • • •••••• • • ••.••• •• • • • • • • 0009* •• ••.••• • • • • •• • • • • • • •••••• Page 7 of 7 M IAM [•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OR 45040 • • • • SCOPE: ••• •••• •..•.• This NOA is being issued under the applicable rules and regulations governing the uses Qf ppstructiptt•tnaterials.� • documentation submitted has been reviewed and accepted by Miami -Dade County R.E%-r; Ut Control y ection tQ be • used in Miami Dade County and other areas where allowed by the Authority Having Jurist n • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cotfr" j'reduct gntrpl SectioD.C[g• • Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve Ike 4gllt to hayg 4his�produq cj . • • material tested for quality assurance purposes. if this product or material fails to perfoWip.the accepted jCanner,.tltp.. • manufacturer will incur the expense of such testing and the AHJ may immediately revokp.W�jfy, or susp�ud the use of. • such product or material within their jurisdiction. RER reserves the right to revoke this a:celltatjce, if it Ls determined py;. Miami -Dade County Product Control Section that this product or material fails to.meet. the recolii'2plchts ofthe . applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with the Florid$ Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" Steel Pan W6 DP38 Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 02 dated 7/2017, 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 Iocated 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 revises and renews NOA # 15-0225.09 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. rutvHi-aAD E caurvn NOA No 17-1016.13 . Expiration Date: February 14, 2023 Approval Date: December 14, 2017 fi oe v Page 1 Clo.. ay Building Pradnets Company NOTICE 9F ACCEPTANCE: E :'IDEi T4CE SUBNUTTED 1. EVIDENCE SHBAUTTED ' `NDER PREV10US MIA's A. DRAWLS `Suhmiz#ed under NOA ## 115=u225.. G9" L Draw, ing No. 104753, titled "Z" -Steel Pan Doors'', sheets 1 throuQlz 3 of 3., dated 11/20/2012, with revision .0-1 dated 2/2 015, prepared by Clopay B,'dldinW4r_ducts Company, signed and sealed by Scott ria n-ilton, P.E. i • • • *see • • s • : • sees•• • sees•• • sees•• B. 'PESTS "Subvib ted under NOA # 112-I2 014 E 1 Goose 4, . i.,r 4iTnuis jPrcun eioanS ss✓n2� cs`r:iSOizAj iS+a - ,s• ees••• • • • 2) Lange Missiie Impact Test per FBC, T.AS 2"1'-94 • • e **:see 3 j Cyclic grind Pressure Loading per FBC, 7' V %,3-94G • • • • • • • _ _ •• •• •• *sees* 4)Forc:edintry.iest,periBC, AS20�-9-?ss•••• • 5) Tensile Test per A' -PA' E8 • . . .. . .....0 along with masked -up drawings and_;nstaUation diagram of o'2'vn• 8' `7 Ga 3'eel • • • , i.. D 000000 garage door Model 4300OW8 with -windows, prepared by An1elica Test 1�,; c., 'Pest • ReportNo. A LNC 101 :01-12;..dated 11/1372012, signed and sealed by David W. lohnsorL PE. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated parcels, prepared by Stork Materials Technology, Test Report No, 301.60-04-63365, dated 01/26/ 2005, signed by .iohn D. Lee, P.E. 41 CALCULATIONS "Subini ed il)d?i �r'(�fs m �2-�Zi3�.1 " _. jam', anchor calculations prepared by.Clopay B„ildir!g Prods its Company, dated 11 / 19/2012, signed and seal ed. by Scant H. Mi i ton, P E. D. Q CJ ALIT i AS S r K `--NiE 1. Mimi Lade Depar*anent of Regula oay.andEcon;lrnic Res o,,:rces (tcER) E_ MATJIIERLAL CERTIFICATIONS 1. Notice of Acceptance No. F3-0717.0! issued to S14BIC innovative Plastics for their L .exan Polyearbona:e Sheet Products, approved on i 1i28/2013, expiring on 07/17/2.018. F, STATEjAA—VNTS "Su.-init!ed rin-4er NOn g 1-022s..0 g" L Statement letter of code coYzt'ormance Mththe 21010 and the 5� edition (2014) FBC issued. by Clopay B-u1ding Products Company, dated 02/18/2:015, signed and sealed by Scott Hamilton, P.E. ar os AIL Utrera, P.E. Product Can.troi Exan-duer NOA No 17-1016.13 Expiration Date: February 14, 2023 Approval Date: December 14, 20? 7 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUE) 2... Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 124204.11 " •.•• . . ••.• •..•.• 2. NEW EVIDENCE SUBMITTED • • • • • • • ...... . ...... A. DRAWINGS ••0 ' • • • • • .... 1. Drawing No. 104753, titled "2" Steel Pan Doors", sheets •'through*3 1•of 3, dated* 11/20/2012, with revision 02 dated 7/2017, prepared by MD"ff BuM' :'rod le6o � • 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 6" Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.13 Expiration Date: February 14, 2023 Approval Date: December 14, 2017 E-2 9 4? S ['::_. S ••o• s • ••000• s•• • •o• • • ... so Garage Door replacement for dopay Hurricane Approved Door CLOPAY NOA 17-1016.13