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WS-19-1087— ~.. . ---'—~=----' ^---��-- -�--~ c�_ Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 77 NW 105TH ST, Miami Shores, FL 33150 1121360050260 Contacts Permit NO.: WS -135-19-1 087 Permit Type:'ilkfindows/Shutters Work Classification: Garage Dolor Permit Status: A3prove& Expiration: 11/27/2019 Alan Caves Owner ADCO OVERHEAD GARAGE DOOR INC Contractor 77105 HUMBERTO FERNANDEZ 7577 NW 50 ST, MIAMI, FL 33166 Business: 3058858836 Inspection Description: REPLACE GARAGE DOOR FOR NEW HURRICANEValuation: $ 1,489.00 tion Re nests: Inspec 4949 MIAMI DADE CODE Total Sq Fee t: 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 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $117.10 Payments Date Paid Amt Paid Total Fees $117.10 Credit Card 05/31/2019 $67.10 Credit Card 05/14/2019 $50.00 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 cons uc ion,#njgonipg. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date May 31, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVE[ Department MAY 14 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 A FBC 201' b Master Permit No�4 SOS —1q —lar -1 Sub Permit No. FE_jBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 77 NW 105 ST City: Miami Shores County: Miami Dade Zip: . 3) So Folio/Parcel#:11-2136-005-0260 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Alan Caves Phone#: 305-205-4052 Address: 77 NW 105 ST City: Miami Shores State: Florida Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Adco Overhead Garage Doors Inc Phone#: 305-885-8836 Address: 7577 NW 50 ST City: Miami State: FI Zip: 33166 Qualifier Name: Humberto Fernandez Phone#: 305-885-8836 State Certification or Registration #: Certificate of Competency #: 02-BS00795 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1489.00 Square/Linear Footage of Work: 56 SQ Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition It Description of work: Replace garage door for new hurricane�Miami Dade Code /r` 1 � 4 (� Specify color of color thru tile: Submittal Fee $ 0-a? 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 $ 1 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be p ste at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of suc posd notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this _Zn_ day of 120 by Q n Cct1✓e5 , who is personally known to me or who has producedV Cl10-003-" by -05&— b as identification and who did take an oath. CONTRACTOR The foregoN& instrument was acknowledged before me this AD day of , 20 /1'by �/�y1r/d0✓✓IPsr1/ P'!. who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Structural Review Clerk (Revised02/24/2014) Sign: LA" � � Sign: Aq Print: :l/I'!2 �� t'G/'Q Z Print: t0.11 - ,,,%Y Pgk Seal: •'•••'• °* MARIE DE LA PAZ MY COMMISSION # GG 017435 Seal: Pu�c MARIE DE LA PAZ * �ot►RY MY COMMISSION # GG 017435 N�lFOF EXPIRES: August 1, 2020 E * * EXPIRES: August 1, 2020 F<�PO� Bonded TNu Budget Notary Services N�'tFO "'a F OP Bonded Ttuu Budget Notary Serrioea ********************************* * ** ******************************************************************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-005-0260 Property Address: 77 NW 105 ST Miami Shores, FL 33150-1241 Owner ALAN C CAVES Mailing Address 77 NW 105 ST MIAMI SHORES, FL 33150-1241 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,801 Sq.Ft Living Area 1,478 Sq.Ft Adjusted Area 1,519 Sq.Ft Lot Size 9,150 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $196,886 $196,886 $164,440 Building Value $114,040 $114,317 $114,594 XF Value $3,129 $3,170 $3,212 Market Value $314,055 $314,373 $282,246 Assessed Value $164,830 $161,440 $158,120 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $149,225 $152,933 $124,126 Cap Reduction $108,120 School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $50,000 Taxable Value $114,830 $111,440 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 PB 41-51 DUNNINGS MIAMI SHORES EXT NO 1 LOT 10 BLK 203 LOT SIZE 75.000 X 122 OR 18243-0808 0898 1 Generated On : 4/9/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,830 $111,440 $108,120 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $139,830 $136,440 $133,120 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,830 $111,440 $108,120 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $114,830 $111,440 $108,120 Sales Information Previous OR Book - Price Description Sale PageQualification 18243 08/01/1998 $118,000 Sales which are qualified 0808 16813- 03/01/1995 $67,500 Sales which are qualified 0428 15460- Sales which are disqualified as a result 03/01/1992 $0 3769 of examination of the deed 13887 11/01/1988 $56,500 Sales which are qualified 3121 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 UserAgreement at http://www.miamidade.gov/info/disclaimer.asp Version Florida Building Code Garage Door Windload Design Pressures Report # DPR-190506-B-01.xlsx 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 Miami -Dade County. 'qiI g 1®�9 Address: Alan Caves 77 NW 105 Street Miami Shores, FL 33150, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 40'0" Roof Slope: Sloped Measurement of Nearest Garage Door Opening to Building Corner: 2' 1" • • • • • • • • • • .. .. 0000 Positive Design Load: +38.1 PSF (see page 2) + Negative Design Load: -43.5 PSF (seZe;lr"Z) • 0000.. The following Clopay Building Products Company Doors meet the requirements for the stxgd IQads: • • Clopay Model 4300/4301/4310/4400/4401/HDG/HDGLW8, 8'0" x 7'0", Approval # 18-0716.01, Dwg # 101703, Windload Capacity: +48/-60 PSV 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. TI official is the final determiner of the suitability of the garage door connections for the particular buidir the designated location. The "structural interface" of the designated door is the existing door -jamb. 1 capacity of the existing, designated door -jamb and associated building frame must be confirmed adi certified registered professional engineer in the state of Florida. The mounting hardware designated door, and details for installation are provided on the certified, approved drawing, as listed above. Mark Westerfield, P.E Florida P.E. License No. 48495 8585 Duke Blvd. Mason, OH 45040 (513) 770- 4800 5/6/2019 (�t, �W ESTER% ��0 No :1= 0.. STATE OF �,Js --19 -1© .-� 0000.. 0000.. 0000.. 0000. 0.000 0000.. 00000. .0.000 0000 APPROVED BY DATE 0000 BLDG DEPT 0000.. .. SUS -_CT TO COMPLIANCE W' FH ALL FEDERAL `i - NP, C TY RI I' FS AND LFT'C^S 0000.. 0000 0000.. 0000 Measurement of Nearest Garage Door Opening to Building Corner: 2' 1" • • • • • • • • • • .. .. 0000 Positive Design Load: +38.1 PSF (see page 2) + Negative Design Load: -43.5 PSF (seZe;lr"Z) • 0000.. The following Clopay Building Products Company Doors meet the requirements for the stxgd IQads: • • Clopay Model 4300/4301/4310/4400/4401/HDG/HDGLW8, 8'0" x 7'0", Approval # 18-0716.01, Dwg # 101703, Windload Capacity: +48/-60 PSV 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. TI official is the final determiner of the suitability of the garage door connections for the particular buidir the designated location. The "structural interface" of the designated door is the existing door -jamb. 1 capacity of the existing, designated door -jamb and associated building frame must be confirmed adi certified registered professional engineer in the state of Florida. The mounting hardware designated door, and details for installation are provided on the certified, approved drawing, as listed above. Mark Westerfield, P.E Florida P.E. License No. 48495 8585 Duke Blvd. Mason, OH 45040 (513) 770- 4800 5/6/2019 (�t, �W ESTER% ��0 No :1= 0.. STATE OF �,Js --19 -1© .-� 0000.. 0000.. 0000.. 0000. 0.000 0000.. 00000. .0.000 M ami Shores Vi la -e APPROVED BY DATE ZONING DEPT BLDG DEPT SUS -_CT TO COMPLIANCE W' FH ALL FEDERAL `i - NP, C TY RI I' FS AND LFT'C^S Florida Building Code Garage Door Windload Design Pressures Page 2 of 2 - Retrofit Calculations for the Designated Door for Alan Caves NOA and Site Specifics and Components 1. Miami -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: �i R Report # DPR-190506-B-01.xlsx Plan Elevation • • • • • Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN •... • • 0000 1. Ultimate wind speed, V ult = 175 mph, at sea level (Fig. 26.5-1), Kd = 0.85 (Table 26.6.1). 0000.0 . •. • 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). *00000 . 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). *0:.06 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' 1" from the corner, this means that 1.92 ft. of the door is within Zone 5, and 6.08 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 W= 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/ftz (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 76% of the door is in Zone 4, and 24% of the door is in Zone 5, the weighted ave (-41.44)*(76%) + (-49.64)*(24%) _ -43.41 PSF. ESTEq�i Rounding up to the nearest tenth, the final design loads are: +38.1 PSF a/d -43.5 �'�,�C E N Sic• �lO Mark Westerfield, P.E Florida P.E. License No 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 5/6/2019 No 48495 .• �• •Q=om 13%. STATE OF .' 1JJ ON A .. x'40 �FS • O R 1 p' C?� ���• EN%% 1 fl OrEMNG LUCA ION PRODUCE PCCEP3;?NCc NUMMER P :ODJU APP?O-11 DmGN PFEss. F%1!!NG READ. FOR. SPECIFIC OPEN. OPENING S!ZES (A) PSF I (-) PS= I (+) PSC I (-j PSf- LUiD, 7FD( HEICHT AREA 4N SWEET g 2, -,3B q35 WI 'S 0 ... 0 . cri (D r -j -�N Pi Pi 5 r -i O O 41) \ :�N MIAW ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Strcct. Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvw.miamidade.eov/economy Clopay Building Products Company 8585 Duke Boulevard *000 Mason, OH 45040' . . .... 0 ...... SCOPE: This NOA is being issued under the applicable rules and regulations governing the ase ofeconstruotioa• • • materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cettaty8RER-Product Control • • • • 4, • Section to be used in Miami Dade County and other areas where allowed by the Authority Nltefig9urisdictiott (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Ptdd%ct Conjr2l Section (In • • • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the Aght to have this product or • • • • material tested for quality assurance purposes. If this product or material fails to perform•it;theepccepted patmer, the*:*** manufacturer will incur the expense of such testing and the AHJ may immediately revoke, fiOdft�, or suspetr6the use of • • • • • such product or material within their jurisdiction. RER reserves the right to revoke this accVt2JM.0 if it is determined by - Miami -Dade County Product Control Section that this product or material fails to mtet they requimer of the • • • • • applicable building code. ; • 0 0 0 This product is approved as described herein, and has been designed to comply with the Flon1ft Bifilding folie,* • • including the High Velocity Hurricane Zone. 0000 r 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 =M"M OUNW Expiration Date: September 20, 2022 #,_iv!:7P10ie A roval Date: August 16,2018 PP Page 1 Clonav Building Products Comaanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i. 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, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, prepared'byEioRay Building Products Company, signed and sealed by Scott Hamilton, F.E..' . " • • • • • • ; • B. TESTS "Submitted under NOA # 09-0929.10" • re ; •i 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared b yp*pereican Test tab, Inca ....: ; 0 Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed andNolpli'by Da:Ad AV? 00000 ...... .... Johnson, P.E.• ..... "Submitted under NOA # 07-0807.14" .. .. .... ...... 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBf TA& 202, 2) Large Missile Impact Test, per FBC TAS 201, : • • •• • • 3) Cyclic Wind Pressure Test, Loading per FBC TA$ 2Q3,. along with marked -up drawings, prepared by American Test Lab, Inc' Test Repot W.. • 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. HETI-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 511 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 w 'lton, P.E. "Submitted under NOA # 12-0710.06" 4a �, 2Cit` Carlos M. Utrers, P.E. Product Control Examiner NOA No. 18-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-1 Clooav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-0731.01 A. .... DRAWINGS' 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67?VPGt„ 4400/pl, A Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/20L7,,prepared 11%Oopay 9696; Building Products Company, signed and sealed by Scott Hamilton, B.E;.. 0 0 . 0000.. 0000.. 0000 . ..... 0000.. .000 00000 B. TESTS • 00 00 0000 0000.. 1. None. 0000.. . . . . . 000.0. 0 .0.0.. C. . CALCULATIONS 0000.. ' 1. None. *000 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 61 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. c.r Carlos M. Utrera, PX Product Control Examiner NOA No. 1.8-0716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-2 Clopay Building Products Comnanv NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED 3. New estidence submitted A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/O1j H Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/20 j,8, prpparcd b% Pjgpay .... • • Building Products Company, signed and sealed by Scott Hamilton, P.E.' ... .' ...... .. . ...... B. TESTS • 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FB,0 Ttj 202-9.1..:. • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 2032V': 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 $', 27.ga steel Vwsge door • • • Model 4300 with windows, prepared by American Test Lab, Inc.; IC§t lseport.No• ATLNq• • • •; 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 07/06/201.8, 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 D1929, 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 # 102609488NIID-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 Cpany, dated 07/06!2018, signed and sealed by Scott Hamilton, P.E. Ar Carlos M. Utrers, P.E. Product Control Examiner NOA No. 1 "716.01 Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E-3 CLOPAY MQQE,i 4300 4301 4310. 4400 4401. HDG. HOGL -QyOPAY MODELS H40Q H401 H300 H301. H3'0 HOt MFS MODELS 66, 67.68. 620Q Q-Ql 6203 2• . 3• . 0.036• MRK M—ZED STEEL BACKER MTES ATTAINED TO OODR SKIN YON PA1EMr[D T0.S-t-IOC TSEM (NOT E—IOP —W O:.'1SOE). REMrORCCSEXT PU16 ME TIONI, Ar NNE —IOP AND BOTTOM - EACX SECTOR AT EACH XNGE 1p:A1KIN. C ,--- ONE ROY Or Y"Kr- A 8 RCSTANI — OLVAW M "ED ToM 1SK(sHaNJ s CCTev. N 01 NEM-10-D(ON Y, f, E/. Y. ; 7: w..LO- a'i�avc szE a iR-,n• . ,+•. ACCORDANCE w/rVC `-I. `f - __ lDDt POI110N feoN ST). Msf[ S. lATOUT OF M. LOCI STTAR SECTION 8 - TABLE 1 D ou ooXE)cXT sECT)oNs TABLE 2 NSAL" R_RM pESCp°T1 TIDG BB 52W 27 W MA'.♦IM' PAN BETA •D• ROL1vVNOSE I TAE. anDA•+L xcDPAn,E j SRV -M N,at. ARDN1 r1u 7'3' TO B'9• 31 9'0' TO )0'6' S .10'9' TO l2.O' 7 A •, X , L: aJ,O "10HDCL. 87, 6201 22 W Mlx. [KTEROR SKM NOE RAKED PANEL 2• ALV. STEEL TMOK. .Ula- �( Z• LNR TOP BRACKET DOLT E HORC MN. lA'3' TO IS'9• 9 i aAMCI RESBTAV! a 55010601E DRE_RECE KRECRCM 4JLdiE S'RUCIIMA —ANT. HCLOTD OE 1AAR SIKx•3x1 AOwT RUN[ r aIAZRR¢. NNE M." 0 MARE WD, J/. PAN IfAO SCROR. - - L TABLE 1 D ou ooXE)cXT sECT)oNs TABLE 2 NSAL" R_RM pESCp°T1 TIDG BB 52W 27 W MA'.♦IM' PAN UP TO 7'0' A •aO0 AN•CO .1A 24 W LML EXICMDRON SW!1; SNORT RASED PANEL RIM - .'-D' � '•'+FK ArV•TION 7'3' TO B'9• 31 9'0' TO )0'6' S .10'9' TO l2.O' 7 A •, X , a W NM. C Oa SKIN H tT W wX, n aERE ,KwH aJ,O "10HDCL. 87, 6201 22 W Mlx. [KTEROR SKM NOE RAKED PANEL 2• ALV. STEEL TMOK. I2'6' TO la•0' B TRACK THICKNESS: DOW. Z• LNR TOP BRACKET DOLT E HORC MN. lA'3' TO IS'9• 9 TRACK ODLrBNS TR fK ONr HfAMKKw aPfroN /1•.s/B• BOLT ■HUT Og IYD T/A• RvErs. TRACK CONFlGURAIQNo•zoNva TRACK SIIPPOPT BV DOOR NSTALLLR (TD SLM. CENIP NANO —RED FOR Mo OVER a• XpL KK,IGSL rrVDtL' AxI:D ,O LAD a—Of NTN (1) 31WO1CARWOE DOLT. D TO ,] W L AD 11P NOET ro S'[a ILAO DRACKC,. G01 IAAG 12 W FXV. SIEu TRACK BRACKET RODD ,RNe WST SC RN9 .DDD uc s FASTENED TO MOOD .IBNR wOKK TRACK •,TACKED TO NONSOMRL fRm ONE 5/16-.,_,/2' ROOD EAG SCREW PER BRACKET. DWR AIN (2) ,/1'•J/•' TRACK DOLTS. q 2• ALV. STEEL TMOK. i5 TRACK THICKNESS: DOW. Z• LNR TOP BRACKET DOLT E HORC MN. I .�. TRACK ODLrBNS TR fK ONr HfAMKKw aPfroN XI M. 2-1/2-.12 W GALV. STEEL TRACK BRACKET. (A) TRACK BRACKETS PER SOE (UM TO I MHIGN KNU +A1�+ �+ �+ 26.0• 10 SECTION A -A _ s) TRACK eRAc<ETs PER snx (uP TO 1D' +r.N). z (6) TRACK PRACR_-Ts PER s� (WTO,z'MAK SECTION HEIGHT 21' PRODUCT REVISED (» TRACK BRACKETS PCR SIDE (U TD +•M „(•,•IY FIMI•e (6) TRACK BRACKETS PER SIDE (w TO 16' .GHN w t6o7ts.01 PREPARATION OF JAMBS BY OTHERS BD)F; iXE D6f•X Or T1ESDPP— SIRVC,UNI EIENF/1IS S lA.aIE iPAAnm PaTSTMLNE O/f20/2022 x INE RESPDXs•LIn or BRE IROOV NaRAI OF REcwm IDR TME -KPI OND,ct3 R p00R�t 1O D6m fz1O,aK .YD TTD MALONG OR STRUCMIE MO N ACCORDANCE RTN CURRENT BUWRiG IlI190L00130, 6 _ _ „LW( A, ^! n N <Oo1a• K.R.) ,.,EwaR SKM. row y ) c00Es FOR tHE LON)s USiD ON THIS DRARMC. 1' :�61EIDR LgL0N1GLSIG a y+N mE1.oR S1m v« (N.L 'K'A+1Ap+R+ED eV An.1s [Ps/rALCK.w .ow. 2-3/A•� 2-I/1' (KIN). �1� <.�.ln• YKEr NETA furnw �JSCRLWs R END R1Rcrs �c� '� • iaD.s \ADN 13 JAMB CONFIGURATION 2.6 Y0(I0 -W STOP UMADIND M DOOR INSTALLER (rO SLI). ID W GALV MD STEEL ENO STILE (ATTACHED ITT" ONE FACTOM NSIALED 15 -IB . 1/2• WATR-HFAD SCREW AVD fVRTNER SECVRED UPON AWALUTION •TTN WNCE SCREWS. 12 W FXV. SIEu TRACK BRACKET FASTENED TO MOOD .IBNR fRm ONE 5/16-.,_,/2' ROOD EAG SCREW PER BRACKET. Mn.:e w fXv. STEEL MEL NNDE Mpv CD TD NN,ONOP SPIN/MaNtER PUTS 1I,RNP 2• GYV. STEEL TPALK (•) I,1.Sn' sRm NOAI SaRaN, rAS![MD t4 TRACK 7/1 e• PONRo INRsA 4 INSTALLED ON CACH POLLEN, STAT. BRACKKET 9RACNEMEACN< ET • w fxr. stccL fKa ,wcC FASTENED, NO ENO STILES PA.) EK" AD M/i rNE" BETA SCOWS r (1) IN SLV IArowc 5(PERS. /1•.s/B• BOLT ■HUT Og IYD T/A• RvErs. 2• TD BALL STEEL ROLLER •.7/16'.17 RIM STEEL DR V,LaX TME (x) ,x w oALv. am ,aP .DEUR .YA.En a -+n• . S-Jn7. fACN eRADrtT NRTY SERENE ROLLER NIRRCE UdM [ 1ASTENED TO END STILES PITH (O 1114/e' sNE[T 1RCTLL LF (•) SDr TMPNG snn2 sQ vEW •e'. JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1. ALL BRE LEAD FROM BRE DOOR 5 TRAN,RAREO TD T,NE TWK AND THEN FROM THF TRACK TO TIRE 2.0 VERTICAL SYP (ORAOE I2 OR BETTER) —RIS. NO LOAD FIOM TOE DOOR TS TRANS -ERRED TO THE IOM20MAL (TOP) LAAB. 2. ALL .MMB FASTENLI4 MAT BE (BLIT ARE NOi FEOWRED TO BE) CNNTERSONK TO PRDADE A FLUSH MOONING 5URIACE. S. A 1/3 STRESS INORWE FOR NM LOAD WAS DUE RASED N THE CALCULATION OF ALLORAB_C LOADS FOR ANGERS AND FASTENERS FOR STEEL CONCRETE A'B MASONRPf. T WOOD FRAME BU)LDINGS I TUD WALS OF Dona OMNRIG SINAL BE FRAMED Sao Br NOi LESS THAN (J) 2.6 (MESSURE TREATED STP . 6 "ESS IN BENWK2 0 G V.). STUD ) WOOD vl� o OF A �L'ORRTSMADE NOT b110Kb MOM lOOSTNAN t;NC T01TIE� BEAR. 19 "A EKDtEYE /18FR �� n�I� WALL OR CONCRETE CAB SYPrORNE �2 OR REETER�YOOp JARB SINLL BE AIC!ORm TO Ga WT REa.i. BLOCK WALL OR CONCRETE COLON. BLOCK WA CELLS SHALL BE FILLED IPTN CONCRETE AAD REINFORCED NPN PERRORCNG BARS EI(TENDPNG PTO THE FOOTING AND INTO ITE BEAMS. ALL MRS SHALL BE COKMKX) S TION INE TIE BFAAS TO FOOTING PER BLOCK BALI OR CONCRETE COLVMN. BLOCK WALT AND GONG E COU TO BE DESCNEO DT INE BMSNO EHORFM OR ARCATECT OF RECORD. >` 27 w (O.NS' w.) INTERIOR STEfl tYN ZNR,ID�ON FNRRRDAq A Bu6D-u. PnrestDR F.Nw F cDA A1PLPn N,d roN Bxes s1ED s.N. 1 DL GLV. SLID, eNTw PRCRE•. AtA4lD WIII (2) EI1dn• rPiT KETAL EMM16oA R LRI.E % • •.. 03 , • vA00L1Q ((lSJ �AmOAYIT MblOCI TFE FRi (26tY)•ANO. ,K 4RM EG 1 ,. .` pt R15RO i'ERaRRER: w � . RSTAr�I �CiWLf�N��C `0.; HORIZONTAL (.OP) 1AMB - - FIST ANCIER/SCREW TWT NAISIRM MORN BO'TOR AT NO MORE T1NN Alf OF ON CENTER i� pSIAVCE i). HOES, ARp+a ^cNrR IS,A AT LWRE T AS R.D1 AS TDOOM DPbr1G NOON,- (FO •• ••• �77-6010 ?SF• • j,/ aDPA•NIc•+D y moANT ------ 3Y ^v.� R'D�r . IE•rH • • • �I� 13 eses RE BLw. • • , 1f w Nroc RITRH, uw o1. tA4o , pR 1' R U,D 6>-,/D,.1.DoH NODQS • • • • eK,D,Dw • • • • • B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •