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WS-18-2029Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei �m it Parcel Number Permit NO. WS-7-1 8-2029 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Date: 7/3112018 Expiration: 01/27/2019 Applicant 500 NE 103 Street Miami Shores, FL 33138-2458 1132060170930 Block: Lot: ANGELA CARBONA Owner Information Address Phone Cell ANGELA CARBONA 500 NE 103 Street MIAMI SHORES FL 33138- (516)849-1536 500 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone CeII Phone ADCO OVERHEAD GARAGE DOOR IN (305)885-8836 Type of Work: REPLACE GARAGE DOOR NEW CODE (8X7) No of Openings: 1 Additional Info: REPLACE GARAGE DOOR NEW CODE (8X7) Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $110.00 $9.00 $0.80 $124.60 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68379 07/31/2018 Credit Cdrd $ 124.60 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 AFFIDAj/f i I certify th t all the foregoing infor ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and z,6 ng.gn e, I authorize the amed contrenricTdo �J2,(2161146 the work a J2,(2 Authored Signature: Owner / Applicant / Contractor / Agent July 31, 2018 Date Building Department Copy July 31, 2018 1 BUILDING PERMIT APPLICATION 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 OECEIVEO JUL 312018 PBC 201-9" Master Permit No. Y V \S_ Z Z-9 Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: °,o /) /C2- sr City: Miami Shores —CA Miami Dade Folio/Parcel#: 1 1 — 3aCXp1 — DI —C A30 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple )tlTitle^holder): Address: .�V Q7 / G /0-3 City: ,M,(r4,1ti - 1 1? G ' Tenant/Lessee Name: Email: G4 R.t3o. t State: fL CONTRACTOR: Company Name: Address: %�`7�7 � LO Ougraeod Cyr �O 5� City: Ivy (G 011 State: F — ❑ CANCELLATION ❑ RENEWAL ❑ SHOP DRAWINGS Zip: 35 I NO BFE: FFE: Phone#: �l4 76/ 22P/ mia, 516 sag Zip: 33t�7 Phone#:.57(0 FS4q Phone#: Zip: a3/(0�0 Qualifier Name: h(%%n i--0 )? rr ary-LPhone#: 3 ca-F56 t5f530 State Certification or Registration #: Certificate of Competency #: Oa AS D 07(15 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: SC, Value of Work for this Permit: $ Type of Work: Square/Linear Footage of Work: ❑ Addition ❑ Alteration n New ❑ Repair/Replace n Demolition Description of Work: R pl ce_ gym¥ for cd..-Q._ ) Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1 1.6 ' C:CCCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 • DBPR $ 2 ' CA Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 1 Zq • 60 (Revised02X4) vi ^ �cfc — / - 5SvD Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this pday of / J U 1 , 20 /� iS by I�� day of J(�(� , 20 , by who is personally known to %N7 / D yr, ,,i ho is personally known to me or who has producedVe/00 D0.356 Q68 d as identification and who did take an oath. NOTARY PUBLIC: me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 4.o,�ypr aue4c MARIE DE LA PAZ Seal: MY COMMISSION # GG 017435 * ..•r * m ` ia 4/. EXPIRES: August 1, 2020 rFOF s%.04' Bonded Thru Buet Notary Services APPROVED BY Plans Examiner Marie * D MARIE DE LA PAZ MY COMMISSION # GG 017435 EXPIRES: August 1, 2020 Bonded Thru Budget Notary Services Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 4I»L€ k Fe friard Z ualifier/Owner Signature D to Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT. OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces." ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Buildink. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings,in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS'ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT. ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11 / 17/2014 OFNCE ftIPE TV r PP Summary Report Property Information Folio: 11-3206-017-0930 Property Address: 500 NE 103 ST Miami Shores, FL 33138-2458 Owner C ANGELA CARBONA Mailing Address 181 HEMPSTEAD AVENUE ROCKVILLE CENTRE, NY 11570 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,047 Sq.Ft Lot Size 12,200 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $329,183 $329,183 $274,319 Building Value $97,089 $97,089 $121,101 XF Value $0 $0 $0 Market Value $426,272 $426,272 $395,420 Assessed Value $426,272 $426,272 $395,420 Benefits Information Benefit Type 2018 2017 2016 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PLAT PB 15-14 LOTS 11 & 12 BLK 93 LOT SIZE 100.000 X 122 OR 13490-1974 17719-1241 1187 1 SE Generated On : 7/6/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $0 $0 Taxable Value $376,272 $426,272 $395,420 School Board Exemption Value $25,000 $0 $0 Taxable Value $401,272 $426,272 $395,420 City Exemption Value $50,000 $0 $0 Taxable Value $376,272 $426,272 $395,420 Regional Exemption Value $50,000 $0 $0 Taxable Value $376,272 $426,272 $395,420 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 06/06/2016 $468,800 30107-4280 Qual by exam of deed 05/17/2016 $100 30088-2952 Corrective, tax or QCD; min consideration 03/23/2016 $100 30051-4904 Corrective, tax or QCD; min consideration 11/01/1987 $83,000 13490-1974 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Florida Building Code Garage Door Windload Design Pressures 1 Report # DPR-180706-A-01 Page 1 of 2 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for Dade County. Address: 'Angela Carboni 500 NE 103 St Miami Shores, FL 33138, Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Measured Minimum Building Dimension: 40' 0" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load +38.1 PSF (see page 2) . . . . • .. . • ..•. . . • • • . • . • • . . . •••• ••• •• Not provided (uw 8jWer than 1 Q degrees):.. • . . .. .. . • • . • . • • . • •. . .. • •. • . Negative Design Load: -43:5 PSF (see page•) • .• . . The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94/4FW7, 8'0" x 7'0", Approval # 17-1016.18,Dwg # 101702, Windload Capacity: +42/-48 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 6th Ed Florida Building Code (2017) for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load combinations. No further load reduction factors are permitted. The related calculations do not address the jambs or structural adequacy of supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door -jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. ��,, 0�I. HAM/ T 11i *::• No 63286 * ,. • • est too Scott Hamilton, P.E Florida P.E. License No. 6-3286 8585 Duke Blvd. Mason, OH 45040 (513) 770- 4800 • CC Ord__.. 1L D. • `40 •: •``� 7/6/2018 Florida Building Code Garage Door Windload Design Pressures 44, 4age 2 of 2 - Retrofit Calculations for the Designated Door for Angela Carbona Report # DPR-180706-A-01 NOA and Site Specifics and Components 1. Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = Less than 15' 4. Building plan and front elevation indicating the designated retrofit door opening: Plan Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN • • • • •••• • • • • •• • ••• • • • • • . ..•. •• • • .•.. .• •• • • •• •. •• • El•vitlor•• • • • . • • •• • • • 1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5-1), Kd = 0.85 (Table 26.6.1). • 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). • • • • • • • • • • • • 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height • • • (Table 27.3-1). 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11-1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the corner of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4-1. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10)*(40'0") = 4 ft. Since the garage door opening is located 2' 0" from the corner, this means that 2 ft. of the door is within Zone 5, and 6 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI/ASCE 7-10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one- third the span length'). In other words: (Door Width)(Door Width/3) = The area 'A' = 21.33 sq. ft. +GCp = 1.1766 - 0.1766*log(A) = 0.9419. -GCp (zone 4) = -1.2766 + 0.1766*log(A) _-1.0419. -GCp (zone 5) = -1.7532 + 0.3532*log(A) =-1.2838. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib/ft2 (psf) per Section 30.3.2. qz =(0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5^2)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.9419 + 0.18) = 38.05 PSF. Negative design pressure for Zone 4: p = (33.91)*(-1.0419 - 0.18) _ -41.44 PSF. Negative design pressure for Zone 5: p = (33.91)*(-1.2838 - 0.18) = -49.64 PSF. Since 75% of the door is in Zone 4, and 25% of the door is in Zone 5, the weighted average is: (-41.44)*(75%) + (-49.64)*(25%) = -43.49 PSF. Rounding up to the nearest tenth, the final design loads are: +38.1 PSF and -43.5 PSF. Scott Hamilton, P.E Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 WWII/ III „c i H A/WL JJ T ., •` G r •O • 3286 O :•• STATE OF JS'O N A'• 7/6/2018 4 • 00 • • • • • • ••• • • • ••• • • • 00 00 • • • • • • • • • 000 • • • • • • • • • 1109.0 • • • 000 • ••• ••• • • • • • • • • • • • • • e'o C201 r 6rv. • 10.3 S4- . . K . tam \ VA-,eS c3aL,3 . . 0 0 • • • • • • • • • • • —IS t • • 0* • • • • • ••• 00 • • ry house, 12 Ft. m2,77.: main rochrf V4-S 18 Z020C PERMIT #: APPROVED Miami Shcres ViHage BY DATE ZONING DEPT BLDG DEPT. SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATEANooeLjyAuLES AND REGULATIONS t-, r--- !r0 = RECEIVED DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www,miamidade.w vioconomv • • • • •••• • • • •• • • • • • • • • •• • •• • • • • • • • • • • • • • • • • •• •• This NOA is being issued under the applicable rules and regulations governing the use of constauction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produta Ontrol Seciion.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 produce Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this Fecruct or • material tested for quality assurance purposes. If this product or material fails to perform in.the accepted o saner, the . manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend.tire use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dads 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: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w/ Optional Impact Resistant Lites (DP +42.0, -48.0 PSF) APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1, dated 06/13/2008, with revision 07 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 revises NOA # 15-0225.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • • • • • • MIAMI•DADE COUNTY NOA-No 17-1016.18- Expiration Date: August 21, 2018 Approval Date: December 21, 2017 Page 1 • • Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-0225.16" Drawing No. 101702, titled "Single Car W7 Pan Door with Irptrt •Resistant Lites", sheet 1 of 1, dated 06/13/2008, with revision 06 dated 02/2015!•fttpared by "Clopay • Building Products Company, signed and sealed by Scott Hamiltoni n E. • : • • • .... . • • • • • 1. • . . .. . ... • • B. TESTS "Submitted under NOA # 08-0618.03" • • . • • . • 1. Test reports on 1) Uniform Static Air Pressure Test, Loading pet €:TAS 203,94 2) Large Missile Impact Test per FBC, TAS 201•-94 • • 3) Cyclic Wind Pressure Loading per FBC, TA50it94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tenile Test per ASTM E8 Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01108, dated 05/28/2008, signed and sealed by David W. Johnson, P.E. 2. 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'Jolm D. Lee, P.E. • .. . • . . ..• . C. CALCULATIONS "Submit ed under NOA # 08-0618.03" 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/2008, signed and sealed by Scott Hamilton, Y.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-0618.03" 1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E. 2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear Polycarbonate, prepard by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E. E-1 . 1tio I5124I1 Carlos M. Utrera, P.E. f2 • • Product Control Examiner NOA No 17-1016.18 Expiration Date: August 21, 2018 Approval Date: December 21, 2017 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing„ Inc.. Test ftpp,p0 No. HETI-06-T634, dated 12/04/2006, signed by Rafael E. Droz-S& 'P.E. ... . . • 4. Test report on Self -Ignition Temperature per ASTM D 1929, Rama pf•Burn per A TM D635, and Smoke Density per ASTM D2843 of the Lexan P1tstfe,•l?repared 15y ETC • • Laboratories, Test Report No. ETC-06-1024-17496.0, dated 0 72i/+2006,. i .ed by • • Joseph L. Doldan, P.E. • • • . • F. STATEMENTS "Submitted under NOA # 15-0225.16" • • • • • • 1. Statement letter of code conformance with the 2010 and the 3E' edition (2014).FBC issued by Clopay Building Products Company, dated 02/18/2d15,•s ned aed healed • • by Scott Hamilton, P.E. •.. •. • "Submitted under NOA # 13-0625.06" 2. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. 3. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013, signed and sealed by Scott Hamilton, P.E. ab• �20t7 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.18 Expiration Date: August 21, 2018 Approval Date: December 21, 2017 E-2 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED • • • •• •••• A. DRAWINGS • 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Ipact•Resistanf Cites", • sheet 1 of 1, dated 06/13/2008, with revision 07 dated 7/2019!pitpared by"Clopay • • • Building Products Company, signed and sealed by Scott Hamiltah' :1'.E. •' • ' • • • • B. TESTS ' • • •• •• 1. None. • • • • • •• • • • C. CALCULATIONS • • • • • • . loll • •• • • • 1. None. • •• • •• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 6th Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E. 12 J15/ypl7 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.18 Expiration Date: August 21, 2018 Approval Date: December 21, 2017 E-3 4 CLOPAY MODFI S 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F 1-10I MFS MODELS: 48 END STILES ATTACHED TO DOOR SKIN 1,101 PATENTED TOG-L-LOC 5T5TDA. END STILES HAVE (2) TOG-L-LOC CLINCHES AT TOP AND (2) AT BOTTOM. ALONG THE FRONT FACE: • 21' SECTIONS HAVE (5) 100-L-LOC LUNCHES:® • 18' SECTIONS HAVE (4) TOG-L-LOC CUNOHES. - (1) INTERMEDIATE 574E BETWEEN EACH *BOSS ATTACHED WITH TOG-L-LOC ((2) AT TOP k 13011131.11 NO URETIWME ADHESIVE (ALONG CENTER). A �inlnl �Ilrr�!� 1111111111111111111111�;_ !-- • 111I_11111_11111_1111111MEC • '21lI_11111_11111_11111_1111c ■ -• }r-- s'rt•s6•••9•F-AF••••••-1477R LOCATOR OF OPTIONAL VENTS MAX. 000R WIDTH - S'-0 INSIDE ELEVATION SNAP LATCH ENGAGES 0910 VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR; 1NTEiL STILE OUTSIDE KEYED HANDLE INTR. SOLE OUTSIDE HANDLE ENO STILE BAR GUIDE ONE ROW OF IMPACT -RESISTANT GLAZING IN EWER TOP SEDTON (SHOWN) 051 HEM -TO -THE -TOP SECIGN (Nor STIGMA). WK GLAZING sTZE IS to-1/2. • II•. G112114C IS INJECTION MOLDED GE LEION S1x243ZT, AN APPROVED CC2 P1ASNC N ACCORDANCE WD1 13G/F1C 2606. SEE SECTION B-E FOR ASSEMBLY DETAILS. SEE IS ERMED. HINGE DUAL. SEE END HINGE DETAIL LOCK .105100N (N01H 50E4 n LAYOUT OF EACH LOCK FOR DETAILS. SEOTION B-B OPTIONAL CEWMINE SNAP -IN INSERT. 7rt O.IBBJ IMPACT RES0TAM ONE-PIECE NJECRWI MAIDGE LDVN 5LX302432T FRONT FRAME A MADHG POLri,5Htl0T RETAINER ED D OWE WITH 00) (e B/47 PAN HEAD MACHINE sgRorS. r1Si',M ia RETAIL MODEL 0ESCRIPRON 94. H54. HST, H45T SO, u' B1A 48 24 C.A. (0.0239" MIN. THICK) D05 STEEL (TANEXTERIOR 0-40 GALVANIZING, flAK ED-ONQPRMER AND A BAKED -ON POLYESTER PANTED TOP COAT MPUED 10 BOTH SIDES OF STEEL set (ASM No- A653). LOCK BAR ENGAGES N TRACK ON EACH 510E SNAP ITCH LOCK OP0OK J(K]4 PAR I n(A0N4 OF DOOR. INSIDE HANDLE (XRSIDE KFYFD I OCK OUTSIDE KEYED ID01j 2-3/4'H 2-1/4' (- () 114,s/e' B000T MESS iI I SGRL TT 7-1/2• ° // 7-1I/2• ° (4TAPPINC•SC/RF]YS 145 � Y Y.S i. EY!_MY'GO to Wn n STILE SLIDE BOLT USX ENG406 INTO VERTICAL TRACK ONE LOCH ON EACH SIDE OF DOOR INSIDE SINE BOT 0FX OPTION WOODCRVN TEXTURE RAISED PANEL WLV. INTER. STIES W000GRAN TTRURE HUSH PANEL, D4LV. WIER. STIES SHIP LAP JOINTS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1016.18 Is CA. �L YF NIrF Expiration D.;R 1/2D18. JAMB CONFIGURATION 12 Di GAV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16'10-1/2- WOOD LAC SCREW PER BRACKET. 2' GALV. STEM TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'45/8• BOLT G NUT OR TWO 1/4• RM1'EIS. THIS PRCOUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, ME FIFTH EDITION FBC, AND 141E SIXTH EDITION FBC. 4 By Miami-0 STOP MOULDING BY 000R INSTALLER (TO SUIT) 20 GA MN. CALM. 'STEEL END STILE. 2-5/8k2'. 20 CA. MN. CALM. STEEL INTERN. SN.E. Product Control SECTION A -A I- 2' HICK 19 GA GALV. 41EF1 INIDM. WAGE FAH EALD D 'MIER 5111E W/() 0104 /I4x5/6. 5NEE1 HEALED 7/18• RULND PUF0BR 0 INSTALLED ON EACH ROLLER SWAT. W G6 GAL, STEEL END HINGE FASTENED TV DC S11L* W/(4) 0514 1E4D/8' SHEET METAL SCREWS G (4) 1/4' SELF TOPPING SCREWS 2- 10 BALL STEEL ROLLDI (1-3/16'47/16'x4') WIiN 5TE*. 0R NYL70N TIRE 3 12 GA GALV. STEEL TOP ROLLER BRACKET (2-I/2' x 5-3/87. EACH BRACKET ATTACHED W/(4) 114x5/8' SHEET METAL SCREWS. DF AL '0' MIAIIPURPOSE® HIGH BCNO TAPE. ➢POONN DECORAIHE FRONT FRAME FAb5E TABLE 1 1115.1 A•te 04 05 06 06/13/08 ADDED OPTIONAL IMPACT RESISTANT UTES. 01/06/12 AFFIRMED COMPLIANCE WON FBC 2010 03/30/17 REVISED FOR 16'0' HIGH DOORS D7 07/2017 UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH ED TRACK CONFIGURATION HORIZONTAL "TRACK SUPPORT iY•D00Tt REWIRED (ro SUR).\ 17 . )EMDR HANG HG RkHWIICK O FOR 1� rJORs Ovm a' MCR GE SSGW00AC SIRUCTUPAL SIUODNE SEALANT. DOOR NOW( NUMBER OF SECTIONS. 4 7'e TO B'9' 109 10 12'3 12'0 TO 143 183 TO 158 16'0- 7 10 VERTICAL TRACK A AOHFD TO FUF BRACET WAIN (I) 3/8'r3/ 01RRMGE BOLT. 13 GA. GAV. 5150E FVG d040RT, OVCH FASTENED 10 WOOD JAJB HI1N (3) 3/1054-I/r W000 LAG SCREWS VERIGV. MAW ATTACHEDtTO NORRONTA 1PACI( W4IH (2) 1/4'r3/41 TRACK BOL35. 2' GALV. STEEL TRACK. TRACK TH1001E55: 0.0E0. 1YP. 2-1/LSI2 GA c.v. STEEL TRACK R9ATKFT. JAMB TO SUPPORTING STRUCTURE ATTACHMENT I AL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK VERTICAL 5TP (GRADE /2 OR BETTER) JAMBS N0 LOAD FROM THE DOOR IS TRANSFERRED TO HORRONTAL (TOP) JAMB. 2 ALL JAMB FASTENERS MAT ER (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A MOU.NIINC SURFACE 3 A 1/3 STRESS 1NC.REASE FOR WIND LOAD WAS EEC( USED N THE 10 0UU110N OF AL/009I r LOA05 FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY. E I DI IGS 51U0 WALLS of DOOR OPENING 511A1 BE FRAMED SOLD BY NOT LESS THAN (3) 24 PRESSURE -ATED SYP (GRADE #2 0R BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL E FIBER STRESS IN BENDING (F.). STUD WAILS TO BE CONTINUOUS FROM FOOTING TO DE BEAMS. SOCK WALL OR CONCRETE 14 GA. GALL, S1Ei1 2F6 5YP (GRADE 142 OR BETTER) WOOD JAMS SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL 0R ENO HINGE EACH CONCRETE COLUMN. BLOCK WALL Tn IS SW11 BE FILLED WITH CONCRETE AND REINFORCED 'A'1M ENFORCING FASTENED TO END BB1MRiS5 EMENDING INTO THE FOOTING AND INTO TIE RFMM5 ALL BAPS SWILL BE CONTINUOUS FROM E TIE STiE5 W/(4) /144/B' Ot2IAS TO FOOTING PER BLOCK WALL DR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE 001.UMf15 TO BE SHEET METAL SCREWS DFF.9GNE0 BY THE BUILDING ENGINEER OR ARCHTECT OF RECOREL 51 (4) 1/4' SELF TAPPING SCRUM. LIAR TOP BRACKET DOUBLE HORIZONTAL TRACK {{-Wk is i is YyC3-f , a-1 2 Ko c o_3-ti . ;a 1]-6 14-0 Is'-C e oe _� xa iiti ilk to. 336. ]-1/2' , for a-1/111 10' a /r I '80 nn1 i/O 1° ' fir /2' 0 I .6 14 158 :? 11 N' N "4", toe• 1 1J0'- I5- 4" 65' se 34 34' so, • ez er 47 105 IDES' ,DES' INS' 1] ile ,>oa PREPARATION OF JAMBS BY OTHERS AGM THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS STALL BE THE RESP0N9&CRY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE WITH CURRENT BOLDING CODES FOR THE LOADS U51E0 ON OHS DRAWING. 2-1/4' TALL A 20 GA CAIV. STEEL (MIN. YEW) CO K9) U-EMAIL TWO U-BARS PER SECTION. EXCEPT THIRD SECTION WHICH W5 ONLY ONE U-EAR EACH U-BAR ATTACHED WITH 1/4' SELF TAPPINC SCREWS. (2) SCREWS AT EACH ENO MCC INTER1ED. STILE LOCATION. 13 G6 CA.V, 51EEL B017014 BPAOIET (3-1/2' x 5-1/21 ATTAC4FD *014 (2) /146/3 �� SHEET METAL SCREWS • - HIGGHEST ANCHOR/SCREW INSTALLARTING ED AT LF4S(MASTHIIGGH AS 2x6 JAMB TO SUPPORTING STRUCTURE THE 2A6 5N ATTACHMENT 40•- HORIZONTAL (TOP) JAMB (NO LOAD FROM ODOR) BURDINC TYPE FASTENER TYPE • ON CENTER 014 CENTER DISTANCE BETWEEN FASTENERS STIl WASHERS REQUIRED', C-90 BLOCK (HOLLOW OR GHQ ) 200p P51 MIN. CONCRETE W TAP 1/4' 4 3' (1-1/4' EMBED) NCONC N CORE1E ANG10R A E4-,/Y MN. EDGE DISTANC0 1/4' x 4" 1-3/4' EMBED TAPCON CONCRETE NW. EDGE DISTANCE) 10-1/2- 24' 1' 0.D. 1' O.D. J P51 NIA, CONCRE,E WSOD FRAME 000E-R2-1/2' 1" x 4' 2-1 4' EMBED SIMPSON STRONG -TIE WEDGE- WEDGE ANCHOR (2' MIN. EDGE DISTANCE) 044 1x 4' 1-5<(8' EMBED LAG SCREW (ASTM A307, GRADE (2-1/2' MIN. • DISTANCE) 21-1/2' 24 I1 0.0. D 1 o.D. 2.000 PSI MIN. CONCRETE i/2' 4 4' 3-1/2' EMBED WV-ETSLag ANWoR 12-1/2' MIN. EDGE DISTANCE - / 24- NCI UDFD ALUMINUM EXTRUSION 10 VINYL WEATHERSTRIP. EMRU00N ATTACHED WTIH /Bxl/2' SELF TAPPING SCREWS AT 15' ON CENTER SPACING ((5) SCR_vs or. 9V DOOR). Clbpay Building roducts Company ` TOLERANCES UN... SOW °the.'.. • • •• .i .00; = t.(A . .04 = tA15 .0000 - A.0074 Goers* 1. 11/2' CLOPAY BUILDING 1•(0DU(i • : `. 8585 OUKE•BLW. 7ait $ E'€a0� ).1A - . MASON, OHI00454100 ` �•..1+1 twac0D�•7 (513) 770-4•00 I}•; !c-f.` t•^n4 We6� • 2• • • • • • '• ./O t F•1v •. ••MIVIR 4TAHCE • • • +�•• • TES: • GNL�1lDS: +42.0 PSF & -48.0 PSF. NAX STZE DAB 9 86,91f06 PATE 1 OF 1 x 16'0'H DESCRLPT1DW SINGLE CAR W7 PAN DOOR • • WRH IMPACT RESISTANT UTES ■ • nahati0 B ••BNIHE3N :101702 • • • ••• • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • vLO MD