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WS-19-1426Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Location Address Parcel Number 270 GRAND CONC, Miami Shores, FL 33138 1132060136210 Contacts Permit fvo.: WS -06-19 Permit Type: Windows/Shutters Work Classification. Garage Door Permit status: Approved Expiration: 12/25/2019 JODIE BLUM Owner ALL AMERICAN DOORS, INC / ALL Contractor 270 GRAND CONC, MIAMI SHORES, FL 33138 AMERICAN GARAGE DOORS, INC Home: 4154125469 LUIS TORRENS 8155 NW 93 ST, MEDLEY, FL 33166 Business: 3058858088 Other: 9546466133 Description: REPLACE GARAGE DOORS Valuation: $ 2,400.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $138.40 Payments Date Paid Amt Paid Total Fees $138.40 Check # 1595 06/20/2019 $50.00 Check # 1603 06/28/2019 $88.40 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, PLUMBINCy-kAECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the frego'Kinformat' n is accurate and that all work will be done in compliance with all applicable laws ermore regulating construction and zoning. FuthtuiU40rize the bovea0med contractor to do the work stated. Authorized Signature: Owner / Date June 28, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department JON201(11� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 166 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC201-�k Master Permit No. VV S "'6b - 19 —14 7,G Sub Permit No. j <BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [—]CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: z�2 70 C 44Ab dMe'D6Q9.6 City: Miami Shores County: TL Miami Dade �''7 Zip: 2';3 /ocq Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):` tq'6 4ak�x--( Phone#: Address: -2 %U 65,�./ef A8 �ke5G0',2cf;6� City: X-b'd .Q/ 67b&/'ex State: 4j—j)e-,,3,<r Zip: .3;D 13cr Tenant/Lessee//Name: Email: f ;/1 r CONTRACTOR: Company Name:.JQ�'LL- .►�i'7i� /Cojt/�UcJ� �j�)� t Phone#: 31ht a( -s' +0e)PY Address: ���-� /V' City:State:LO� Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address City: State Value of Work for this Permit: $ '?q0C), C( Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ //Alteration ElNew ElRepair/R;eepplace /� Description of Work: (Q�'2 `� d.2 A 6-e �/C�G/,!' —,� JQ� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ p: ,:;;� Zip: ❑ Demolition CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ eq, q0 tonding�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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A Signature OWNER or AGENT CONTRACTOR The fore oing instrument was acknowledged before/ me this The foregoing instrument was acknowledged before me this / l F day f ��/%-e— 20 ! 1 by day of �/ 120 by who is personally known to �_Ou 7_bfr10 who is personally known to me or who has produced as me or who has produced � _ b as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: g Sign: Print:. / Print: Seal: �;R�'P' ISMARYHERNANDEZ Notary Public - State of FWda Seal: : Commission GG 63663 ` ta` P� ISMARYHERNANDEZ = My Comm. Expires 1an.18, 2021. ; Notary Public - State of Florida „. Bonded through National tary Assn. = ' E Commission # GG 63663 6Bonded through National Notary Assn. Ub APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) Florida Building Code Garage Door Windload Design Pressures Report # DPR-190520-A-01 Page 1 of 2 The positive and negative design windloads for the garage door opening(--) a orar*'der d from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Se O�fprc�. nts and cladding (Exposure C), 175 mph ultimate wind speed for Dade County. Address: Jodie Blum 270 Grand Concourse Miami Shores, FL 33138, Dade County Garage Opening Size: 8'4" x T6" 6666 . . 6666 6666.. .. 6666 699..9 .. 6999.9 699969 . 6 . . 0000 . 6666 .. Mean Roof Height: Less than 15' Roof Slope: Not provided `use greater fhari 10 degr�'e$j'. ... . .... ..... Measured Minimum Building Dimension: 49-0" 6666.. Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" . . 9 6666.. Positive Design Load: +37.9 PSF (see page 2) Negative Design Load: -44.1 PSF (see pagk2 * The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 4300/4301/4310/4400/4401/HDG/HDGL W8, 8'4" x 7'6", Approval # 18-0716.01, Dwg # 101703, Windload Capacity: +48/-60 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. ,�111111U/f1j� ti e.�� / +*• No 63286 •*� �,�'"- ' S�-- 2� n' ST T j T Scott Hamilton, P.E(OFlorida P.E. .• 8585 Duke Blvd License No. 63286 �i,,SS,�N AL ���` •` T� �` '\\� Mason, OH 45040 c N (513)770-4800 5/20/2019 Florjda Building Code Garage Door Windload Design Pressures Page 2 of 2 - Retrofit Calculations for the Designated Door for Jodie Blum 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 retrol ADS 1 r? { 6 4 49 ONEI PFS 21 GRU z' L,2 -LJ Plan it door opening: Report # DPR-190520-A-01 Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN • • • •• . . . . ...... 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)*(49'0") = 4.9 ft. Since the garage door opening is located 2' 0" from the corner, this means that 2.9 ft. of the door is within Zone 5, and 5.43333333333333 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' = 23.15 sq. ft. +GCp = 1.1766 - 0.1766*log(A) = 0.9356. -GCp (zone 4) = -1.2766 + 0.1766*log(A) = -1.0356. -GCp (zone 5) = -1.7532 + 0.3532*log(A) = -1.2713. 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)*(135.5112)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.9356 + 0.18) = 37.84 PSF. Negative design pressure for Zone 4: p = (33.91)*( -1.0356 - 0.18) = -41.23 PSF. Negative design pressure for Zone 5: p = (33.91) (-1.2713 - 0.18) = -49.22 PSF. ��� FiAly/����i� Since 65% of the door is in Zone 4, and 35% of the door is in Zone 5, the weighted average is:0 �.�� G� .• G •.LT�i�� (-41.23)*(65%) + (-49.22)*(35%) = -44.01 PSF. �� S�•••2 �� Rounding up to the nearest tenth, the final design loads are: +37.9 PSF and -44.1 P No 63286 Scott Hamilton, P.E �'�D': STATE OF :•W Florida P.E. License No. 63286 - 0 .• 8585 Duke Blvd. �F` O R Mason, OH 45040 `SS •' (513) 770-4800 �"'1110N A11 5/20/2019 • • •••• •••••• ...... ... ...... .... . .. ..... ...... .... ..... •• •• •••• •••••• �levation • Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN • • • •• . . . . ...... 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)*(49'0") = 4.9 ft. Since the garage door opening is located 2' 0" from the corner, this means that 2.9 ft. of the door is within Zone 5, and 5.43333333333333 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' = 23.15 sq. ft. +GCp = 1.1766 - 0.1766*log(A) = 0.9356. -GCp (zone 4) = -1.2766 + 0.1766*log(A) = -1.0356. -GCp (zone 5) = -1.7532 + 0.3532*log(A) = -1.2713. 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)*(135.5112)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.9356 + 0.18) = 37.84 PSF. Negative design pressure for Zone 4: p = (33.91)*( -1.0356 - 0.18) = -41.23 PSF. Negative design pressure for Zone 5: p = (33.91) (-1.2713 - 0.18) = -49.22 PSF. ��� FiAly/����i� Since 65% of the door is in Zone 4, and 35% of the door is in Zone 5, the weighted average is:0 �.�� G� .• G •.LT�i�� (-41.23)*(65%) + (-49.22)*(35%) = -44.01 PSF. �� S�•••2 �� Rounding up to the nearest tenth, the final design loads are: +37.9 PSF and -44.1 P No 63286 Scott Hamilton, P.E �'�D': STATE OF :•W Florida P.E. License No. 63286 - 0 .• 8585 Duke Blvd. �F` O R Mason, OH 45040 `SS •' (513) 770-4800 �"'1110N A11 5/20/2019 MIAMI•DIADE MIAMI-DADS 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.¢ov/economy . . .... ...... Clopay Building Products Company ' 8585 Duke Boulevard • ...... .. . ...... Mason, OH 45040 • • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the so**sof constnioti� n. • • •' materials. The documentation submitted has been reviewed and accepted by Miami-Dade c� �ZER-Product Control . 0000 Section to be used in Miami Dade County and other areas where allowed by the AuthorityjIav�g Jurisdiction EAHJ).� 00*00 This NOA shall not be valid after the expiration date stated below. The Miami-Dade Count/ V"4ct Control•Section (In • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right=o haves this product I % material tested for quality assurance purposes. If this product or material fails to perform in the accepjed' Mbhner, t�e • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,'inodif;, or sugperAthe use pf• • • such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it A.*Jghiined 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" Thick EPS Insulated Steel Sectional Garage Door up to 9'-0" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68,4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/2018, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 17-0731.01 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. NOA No. 18-0716.01 MIAMI RADE COUNTY1�'04,4*_ Expiration Date: September 20, 2022 Approval Date: August 16, 2018 4-110126 Pagel Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #15-0225.06" • • • • • • • • ; • 1. Drawing No. 101703, titled "HDG/HDGL, 66/68,4300/01, 4310/6741 bA, 44QC/M*,,H '. Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2001�+p;e�pared 1; Clopay Building Products Company, signed and sealed by Scott Hamilton, P.F.. .. . ; • • • •; .... . •• •.•.• B. TESTS "Submitted under NOA # 09-0929.10" *9:96: ..:..' 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by American 1I• 1 ab, Inep • • • • Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed andStft by David W. • . . . . ...... Johnson, P.E. ...... "Submitted under NOA # 07-0807.14" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBVTA•S 202;.::: • 2) Large Missile Impact Test, per FBC TAS 201, 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No. ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted under NOA # 07-0807.14" 1. Anchoring calculations, prepared by Clopay Building Products Company, dated 07/30/2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" 1. Tensile Test per ASTM E8, Reports No. IIETI-06-T604/605/606, prepared by Hurricane Engineering & Testing, Inc, dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test per ASTM B 117, Report No. 30160-04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959-500, prepared by Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS "Submitted under NOA #15-0225.06" 1. Statement letter of code conformance with the 2010 and the 5' edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay Building Products Company, dated 07/06/2012, signed and sealed by Scott Harrulton, P.E. "Submitted under NOA # 12-0710.06" Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-1 Clouay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 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 5' Edition (2014) and 6' Edition (2017) FBC issued by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott Hamilton, P.E. 2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith Owen. eor� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-2 • 2. Evidence submitted under NOA # 17-0731.01 • • • • • • • • • • A. ...... .. . DRAWINGS ...... ; • • 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/674-IWL, 44QQ/01, H ; • • • •; Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/201971prepared:by Clopay ..... Building Products Company, signed and sealed by Scott Hamilton, -R.&.. A • • 0 * • ..:..' .. .. .... ...... 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. None. F. STATEMENTS 1. Statement letter of code conformance to 5' Edition (2014) and 6' Edition (2017) FBC issued by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott Hamilton, P.E. 2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith Owen. eor� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-2 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67M"L, 440Q/.0q, V ...... Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/20+1$, Prepared by Clopay • , Building Products Company, signed and sealed by Scott Hamilton, AE.. .+ + ." • 0000* B. TESTS •••••• •••• ••••• 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FAC TAS 202-914 • 2) Large Missile Impact Test per FBC, TAS 201-94 • �: •: ' 3) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-94• • • • • • •• • 4) Forced Entry Test, per FBC, TAS 202-94 • . , • ; • • • • 5) Tensile Test per ASTM E8 • along with marked -up drawings and installation diagram of 9'x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1023-01-17, dated 11/07/2017, 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 Fenestration Testing Laboratory, Inc., Test Report No. 7890, dated 10/01/2014, signed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on weathering per ASTM G155, tensile per ASTM D638, self -ignition per ASTM D 1929, smoke density per ASTM D2843 and rate of burning per ASTM D635 of Lexan SLX2432T polycarbonate, prepared by Intertek, test report # G7844.01-106-18, dated 09/28/2017, signed and sealed by Gary T. Hartman, P.E. 2. Test report on self -Ignition per ASTM D 1929 of Atlas EPS foam, prepared by Intertek, test report # 102609488DIID-002, dated 06/13/2016, signed and sealed by Rick Curkeet, P.E. 3. Test report on flame spread and smoke developed per ASTM E84, prepared by UL LLC, test report # R6705/4788441837, dated 06/06/2018, signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance with the 2010, 5' edition (2014) and 61 edition (2017) FBC issued by Clopay Building Products Company, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products C pany, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-3 CLOPAY MODELS 4300 4301 4310 4400 4401 IDG, HDGL CLOPAY MODELS H400. H401. ,300. H301. H310 HOLMES MODELS 66, 67, 68, 6200, 6201. 6203 u 0 9 ==- I ==- 1 ?=::-�1' 2' . 3" . OOH' MIN GALVANIZED STEEL SACKER PLATES ATTACHED TO DOM STUN WITH PATENTED TOG -L -LDC SYSTEM (NOT FUSIBLE FROM OUTSIDE). RE"FORCEMEM PLATES ME LOCATED AT THE TM AND BOTTOM OF EAC" SECDM AT EAG" I E LOCAMN. _ OP1pwL DxE ROn OF IMPALE-RELSTNrt -� ®GIADNG N EM TOP [SECTION LYNN (S—) fl8 Nm_To-THE_TM IMOT �f I sNOnl). J ' % IIA%. GIAIS SIZE LS T8-1/2" . 11 0.AIWG IS NIECTpN WOIDm GE LO- 51X21}1T, AR APPROVED 1. PLASTIC IN E KECT S:E ATIH IBC/FDC 2606. SEE CRKw 9-B FM ASSEYBL� ORAAS. umPWMx (BOM SIDES) SEE ur G Ecx Lou Fox oETARs. SECTION B -B DEINL-Q � YULTIPURPDSE -"� HIGH BdO TAPE. (INIOIMI OECmATM � / J � OPIp41A GECORATNE SxAR-N NSE111. FRONT FRAYC fACAOE. L: Blea� / T RESISTANT Q SSG{WRAC STRH__ OxE-PIECE WUE - SIUCME S— wTzin�rRa2i FRAWE k cuzNc. TABLE W7 OF INSTALLER RETAA _ I I'_____" ----" DDDR HEIGHT LSECTOF MODEL MODEL TABLE OESCRIPTpH I(ti_____?2 .�____ i _ ___y� 1300 H3OD NOG 66. 6 M 27 G. MIN. TOIL SKIN $ T RN PAN _ UP TCI 7'0' 4 H00 H4o0 N A 21 GA INN. EXTERIOR SKIN; 5.0. RAM PANEL 5 -1121 .401 K A 21 G. uiN. EXTERIOR SKN: FLUSH PANEL I-YU1�000Y WpTH = 9'-0"� 1J01 H]°t N1 6201 27 GAFXTERpR SKN FLUSH PANEL 9'D' TO 10'6' 6 �4'3 7 4310 -0 NOCL, 67, 6203 27 CA. MIN. EXTERIOR SKN; WIDE RASED PAAEL B I 9 to SECTION A- 1E1E RF� TH • J/1' PAN NE10 SCREMS TRACK CONFIGURATION HOR12ONTAL TRACK SURPMT By DOOR INSTALLER (TO SUIT). I I �LEITER NAND Pf0141ED FOR mOT6 OYER e' HION. ---T- INCH A— TO - IIRKKEF INTIM 0) ] .W. G RACE BOLT. 13 W CALX STEEL P- BRACKET. EACH FAf1ElED M "000 .MMB -N (3) S/1-1-1/2" "000 1Ac 5LREAS. `YERTxM1 — An - To Noa— TiNCK WITH (2) 1/.'.3/4' 1RKK BOLTS. IS 2' GALV. STEEL TRACK. TRACK THICKNESS0.060'. i 1 LHR TM BRACKET Q ODUBIE HMIzoNTAL TRACK _ 'YI DOUBLE TRACK k3• [N HFATnogA MYON TW. RACK B.12 ET GALV. STEEL TRACK BRACKET. (1) TRACK BRACKETS PER 510E (UP TO 8' HHIGH (5) TRAGAL BRACKETS PER SIDE (UP TO 10' HIGH). (fi) iTGCN BRACKET$ PER SIDE (UP TO 12' YCH). DODO mmmE h u" CB16tN1E JAMB TO SUPPORTING STRUCTURE ATTACHMENTHGRzOMµ 1. ALL THE LOAD FROM THEODOR 15 TRANSFERRED TO THE TRACK AND THEN FROM ME TRACK TO THE 2.6 MAX SECTION HEIGHT: 21 STM WILDINGBY DOD- "STALL'"(M SUIT)_ PRODUCT REVISED (7) TRACK BRACKETS PER SLOE (1N TO 16' 16tH). HYIXL s�°KE RANPL ' (I .yj 6 `'G}JTIFIIIyVMIE��.{yl\\I' p MT- �Il+r'IIJ/0 egpi ME HALT 5x1 �SEyNV,TES OODa. 2" 1HICK- '— LXs' 1FRLx. 11 oExm ro T E w� B3 CaF11PyEBy H71 MM FbFEdi MAWhI• Celb� Now+b• 1&0716.01 inm 09(2012,0Z,1 (B) TRACK BRACKETS PER SIDE (UP TO lfi HIGH). PREPARATION OF JAMBS BY OTHERS CORDFELEMENTS $MALL OF THE PACCORDANCE OE RECORD FOR THE BET THE DESIGN OF THE SUPTHE MTING ORAL URALOF ROR �' 6 Dom. _ MIXBE l n n G (0.016' INJ IXIERIOR STEII SWN (uN NOERgR sols FGM WMKACIUIRp BF ATLAS ar - ) FASTENED TO TRACK BRACKETS. EACH H HED WITH ONE ATTATWO DIM STRUCTURE COOM C OR STRUCTURE ANO N ACCORDANCE DRAW WRH LESSEN BUILDING COD6 FOR THE LOADS USIED M THIS DRAWING. HELD ST.-: ]7 xc "I" .�m1 W'. m �rom TM 2-3/4' 2-1/4' (MIN). SXIES K 51EEL 91N. --� r (.) /1.�/e SHEET �TAL --i r SCRErS� 7-1/2' T Nw GRDO.E qW¢- TA'PNNc iSOR MSSELF IW,..rF NMCE VIEW " JAMB CONFIGURATION mmmE h u" CB16tN1E JAMB TO SUPPORTING STRUCTURE ATTACHMENTHGRzOMµ 1. ALL THE LOAD FROM THEODOR 15 TRANSFERRED TO THE TRACK AND THEN FROM ME TRACK TO THE 2.6 2.6 WOOD JAMB STM WILDINGBY DOD- "STALL'"(M SUIT)_ IB G GALYµx2ED STEEL END Siff (ATFACHED WITH ONE MAXIYUY ON CENTER FACTORY INSTALLED /e -IB . 1/2" WAFER -HEAD SCREW AND FURTHER SECURED UPON INSTALLATIM WITH HINGE SCREWS. 12 G. GALV. STEEL • • • • -• • • • • TRACK BRACKET MWNDNG SURFACE. 3. A 1/3 STRESS INCREASE FOR WINO LOAD WAS BQj USED IN THE CALCULATION OF ALLOWABLE LOADS FOR FASTENED TO *000 Jµ18 WITH ME 5/tfi'F 1-1/2" 14"53/4' SDf TMPDD RLwS. SEE NEW "B'. WOOD LAG SCREW PER WIN. 18 CA V. STEEL INTER. LANCE BRACKET. FASTENED TO NTDLpR Slm/B/GllfA PVTE 1WT11 2" GLV. STEEL TRACK (a) /1x5/8" S- Wa. Sc -S. FASTENED TO TRACK BRACKETS. EACH H HED WITH ONE ATTATWO 7/16' "'"' PUS1"VT IS INSTALLEDONEACH ROLLERSIWT. 1—. HELL 010 rarNlE FASTENED to (NO STAG I/i d/B' BOLT k MUT QB /1x5/8" SMFET PETAL SCREWS k (4) I/� SELF VPPWC REWS I/4' TENETS. 3 10 BNL STEEL ROLIER (1-]/16'.7/16'.1•) MTM STEEL OR WYLON DRE. -/F-ON caul. p=> 12 u GY.6 m DLltx BRACKETS (2-1/2' s �Nm. FAa kµaFT METAL SCREWS, /1x5/6 SNFET mmmE h u" CB16tN1E JAMB TO SUPPORTING STRUCTURE ATTACHMENTHGRzOMµ 1. ALL THE LOAD FROM THEODOR 15 TRANSFERRED TO THE TRACK AND THEN FROM ME TRACK TO THE 2.6 (TM) Awe r (NO LOAD FROM DOOR) VERTICAL SYP (GRADE /2 H BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE MAXIYUY ON CENTER LALv� MMLE FKN HINGE FASTENED N ENO RHIZOMA` (TOP) JAMB. 2. ALL JAMB FASTENERS WAY BE (BUT ARE NOT REWIRED TO BE) COUNTERSUNK TO PRONDE A RUSH • • • • -• • • • • STxES INTIK (1) /146/6' SHEET WETµ FNp (4) MWNDNG SURFACE. 3. A 1/3 STRESS INCREASE FOR WINO LOAD WAS BQj USED IN THE CALCULATION OF ALLOWABLE LOADS FOR FASTENER TYPE 14"53/4' SDf TMPDD RLwS. SEE NEW "B'. ANCHORS AND FASTENERS FOR STEEL CONCRETE AND WASMRY. WASXEI6 IEOIRRED' -90 BLOCK NR3DW H WOOD FRAME BUILDINGS O.D. STUD WN15 OF DOOR HEMNO SNALL BE FRAMED SOLD BY NOT LESS THAN (3) L6 PRESSURE TREATED SJP MA% OC 14 . 4 1-J ♦ E ULTRACM C 2-1 2 MIN. EDGE DISTANC J" TALL . 20 G GALV. STEEL TWO U -BMS PER SMS /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 12W PS NO— EATREME FIBER STRESS N BENDING (Q. STUD WALLS TO BE GONTx110US FROM FOOTING TO TIE BEAMS. !000 ". CONC SECTIO. SECTION. EACH W -BM BLOCK WALL OR CONCRETE N U O ATTACHED S.M.I/1'.3/1' WElf TAPPING CR(IN SCREWS (GRABS /. OR SEWER) WUOO .MMB SMALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR AT EACH END AND IMERMED. STILE LOCA110N. CO RET CI BARS E TE GOLAN BLOCK WALL LEAS INTO I E FILLED— WITH CONCRETE µ1O CONTIORCED WITH REINFORCING INTO THE FOOTING AND INTO ALL BARS FROM THE TIE BARS FTO BE CONTWCRV 2.6 VERTICAL JIMB FOMG RE E COIL. W BEANS TO FOOTING PER BLOCK WALL O CONCRETE CO REE BLOCK MALLS AND CONCRETE COLUMN$ TO BE E OESDNEO BY THE BWIDINC ENGWEER H ARCHITECT H RECORD 27 G (OD MA.) NTEIOR STEO. IN (DRAR. ouNRq wnH c -w X111 Y.. BM(FD-m PRKQ AND A w:°=m POLYESTER PNKIFD To IpTH snxs a TDP 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT APPLCD sTEu SLAIN. `ARFL1- STEEL NR10Y BMCRR. ED H1H (2) 1146/8" SKEET YEIAL SCREWS. I .11J.INIW EXTRu$K" k NfFL LYFAl11FRBiBP ,. .`THIS PNOD��F rMRMS SO DIE R��UIBpIQBOK'TK FBTH_�41RpN FEC (26Th AND H, SI(M E01{DN iE, (2017). :\# DESICzN T2A�S: +;%Q P F :, ,p[SN'li'ENGKIEER: FIRST ANCHOR/5UR STARING FROM ..�T<OM AT NO MORE THAN pg- OF ODYN. M CENTER p -E. "NEST —/SCREWWSTALLE• AS • • AS THE • d • • • 1.0 PSF. • B•ildi��,-.ALETW.vRa°ucrs ;wVp,4oppV466nc•IjDducts3JIiem ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NOT• A N NT K B K 5 7M • • .• • '/ • • • MAXIYUY ON CENTER • • • • -• • • • • OISTNKF STEEL BIMUMNG TYPE • • • • • • • • • • • BETWEFH FASTENERS WASXEI6 IEOIRRED' -90 BLOCK NR3DW H I/a' . ]' (1-1/a��FD) UI"(; CONCI�Ti MEND I --C! O.D. 5000 PSI YIN. LONHETE 14 . 4 1-J ♦ E ULTRACM C 2-1 2 MIN. EDGE DISTANC 21 !000 ". CONC 1 2 . 1 2-1 2 EMBED WEJ-IT S ANCHOR 2-I 2 MN. LOGE OTS ANC I . 1" I-5 B EMBED LAG SCREW IASTW 07 A -1 T 1 24 N U O .`THIS PNOD��F rMRMS SO DIE R��UIBpIQBOK'TK FBTH_�41RpN FEC (26Th AND H, SI(M E01{DN iE, (2017). :\# DESICzN T2A�S: +;%Q P F :, ,p[SN'li'ENGKIEER: FIRST ANCHOR/5UR STARING FROM ..�T<OM AT NO MORE THAN pg- OF ODYN. M CENTER p -E. "NEST —/SCREWWSTALLE• AS • • AS THE • d • • • 1.0 PSF. • B•ildi��,-.ALETW.vRa°ucrs ;wVp,4oppV466nc•IjDducts3JIiem ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • •