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WS-18-2148Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-8-18-2148 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Expiration: 02/26/2019 Parcel Number Project 25 NE 103 ST, Miami Shores, FL 33138-2326 1121360130940 <NONE> } Contacts LUNA CASTELLANI 25 NE 103 ST, MIAMI SHORES, FL 33138 (305)877-7218 Owner LUNA CASTELLANI 25 NE 103 ST, MIAMI SHORES, FL 33138 (305)877-7218 Applicant EDWIN GUEVARA 25 NE 103 ST, MIAMI SHORES, FL 331382326 (305)775-7095 Owner AAA GARAGE DOOR INC (305)702-0113 Contractor info@aaagds.com Description: REPLACE GARAGE DOOR Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee $1.80 $2.00 $2.00 $0.60 $110.00 $9.00 $2.40 Total: $127.80 Valuation: $ 2,749.40 Total Sq Feet: 0.00 Payments Total Fees Credit Card Credit Card Amt Paid $127.80 $50.00 $77.80 Amount Due: $0.00 Permit Received By Inspection Requests: 305-762-4949 Inspections: Inspection Type Building Final Review Building Review Building Date 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 c and zoning. �, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 02, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000938-2018 Permit Number. WS-8-18-2148 Scheduled Inspection Date: October 23, 2018 Inspector: Naranjo, Ismael Owner. LUNAA CASTELLANI Address: 25 NE 103 ST Miami Shores , FL 331382326 Project: <NONE> Contractor: AAA GARAGE DOOR INC TANNER DARWISH Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Garage Door Phone Number: 3058777218 Parcel Number 1121360130940 Phone Number: 3057020113 Building Department Comments REPLACE GARAGE DOOR Checklist Item General Comments Passed False / Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 22, 2018 For inspections please call: 305-762-4949 Page 25 of 39 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: c S NE 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 Master`Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR «TD. AUG 13 018 BY: c1t* FBC 20 ( \ ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 3��3Cf Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �?/) Gt Address: G�O6 •N: /Q3�� /,ec City: 1Qfy7 •' .5"n D.ee-S State: (,QS7/e//Qi�1 Phone#: 3OS d'-741 Zip: 33 /3cf Tenant/Lessee Name: Phone#: Email: j�lrt Type of Work: ❑ Addition 1<0Lcth.corr • CONTRACTOR: Company Name: A// 2I 6132o9e /✓o 0 6/--) AO / ail ''1' Address: /9.9DO - City: /ai la,y),' Qualifier Name: / G3/V1/Y1e,2 State: PQ.el✓/6X LZ State Certificatiorror Registration l /0L 5 OOc 4 4 DESIGNER: Architect/Engineer: Address: Phone#: 30,E ,�3c9 A966 Zip: 3.5 /S-' Phone#: 05— 232 c2c 66 Certificate of Competency #: Phone#: City: State: Zip: Value of Work for this Permit: $ '49• 40 Square/Linear Footage of Work: �II FVf Repair/Replace IDemolition ❑/ Alteration 1-1New Description of Work: %eQIQ e e �c oy ' Z e Specify color of color thru tile: Submittal Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ � • GC) Permit Fee $ ) l C% C� (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 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this g day of 4- , 20 193 , by V0A0, ' j)(Q,.\\ , who is personallyaknown to me or who has produced �L bit'op .r 1A Ce. $Qas identification and who did take an oath. NOTARY P_ Sign: Print: Seal: CARL H. DORVIL Notary Public, State of Fonda Commisspett FF 213907 u �"! Mv comm. expires Apr. Signature CONTRACTOR The foregoing instrument was acknowledged beforeme this `f day of �51 , 20 11 , by TOVVVt W Ot S , who is personally known to me or who has produced Ottn9 LiCap identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY / !//'- Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 z. Summary Report Property Information Folio: 11-2136-013-0940 Property Address: 25 NE 103 ST Miami Shores, FL 33138-2326 Owner EDWIN M GUEVARA &W LUNA A CASTELLANI Mailing Address 25 NE 103 ST MIAMI, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,345 Sq.Ft Living Area 1,961 Sq.Ft Adjusted Area 2,093 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $230,638 $230,638 $198,007 Building Value $127,901 $127,901 $127,901 XF Value $4,924 $4,982 $5,040 Market Value $363,463 $363,521 $330,948 Assessed Value $187,391 $183,537 $179,762 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $176,072 $179,984 $151,186 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 15 & W1/2 OF LOT 16 BLK 123 LOT SIZE 75.000 X 123 OR 16742-1262 0395 4 Generated On : 8/13/2018 Taxable Value Information i 20181 2017i 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,391 $133,537 $129,762 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $162,391 $158,537 $154,762 City Exemption Value ! $50,000 $50,000 $50,000 Taxable Value i $137,391 $133,537 $129,762 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,391 $133,537 $129,762 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 02/16/2010 $210,000 27188 3662 Qual by exam of deed 03/01/1995 $0 16742- 1262 Sales which are disqualified as a result of examination of the deed 03/01/1993 $94,500 15848 3536 Sales which are qualified 08/01/1989 $82,091 14221 2452 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 https://www.miamidade.gov/propertysearch/ 8/13/2018 ,Florida Building Code Garage Door Windload Design Pressures 1, . Report # DPR-180914-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: Luna Castellani 25 NE 103rd St Miami Shores, FL 33138, Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: 15' 0" Measured Minimum Building Dimension: 50' 6" Measurement of Nearest Garage Door Opening to Building Corner: 1' 8" Positive Design Load: +38.1 PSF (see page 2) • • • • • •• • • • • • • • • • • • • • • . Roof Slope: Not provided (useeater than 1A degrees) • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • •• • • • • Negative Design Load: -45 PSF (sop page• • • • • • • •• • •• • • • • • • • • • • •• The following Clopay Building Products Company Doors meet the requirements for the stated IoadS• • Clopay Model 4300/4301/4310/4400/4401/HDG/HDGLW8, 8'0" x 7'0", 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. 0%%uIHSii .* • No 63286 : *1. • . - MO MI = Scott Hamilton, P.E Florida P.E. License No. 632tsb 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 Af E I3-1-414. s/ONA1.�.E? 9/14/2018 • • • • • •• • • • • • • Plan Elev.tio. • 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). • • Florida Building Code Garage Door Windload Design Pressures Report # DPR-180914-A-01 �` :. Page 2 of 2 - Retrofit Calculations for the Designated Door for Luna Castellani 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 = 15' 0" 4. Building plan and front elevation indicating the designated retrofit door opening: • MASS PLOW ASPHALT PAVEMENT, P 15.00' ALLEY Cass 'MIS PM1 A.. ri m mr t i C. � 30 P. e c NW y100� A y y .v1 oE ti ,I 0.00 I1�l0 tT.10 ONE S Ep DENCREY saer - *.14K 15.IS 7001--f�OTS tam... as. i4 ..1"air0, 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. • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • .• • • • • • •• • • • .• • • 3. Exposure category = Exposure C; velocity pressure coefficient •Kz = 0.85 for 15' 0" mean roof height• • (Table 27.3-1). • • • •• • •• • •• • • • . • For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10)*(50'6") = 5.05 ft. Since the garage door opening is located 1' 8" from the corner, this means that 3.38 ft. of the door is within Zone 5, and 4.62 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*Iog(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. ,s%0� ..r � osi,ilimiHAM/� is, Since 58% of the door is in Zone 4, and 42% of the door is in Zone 5, the weighted average is: C,,,�GO \GE N 5•.02 #0,'' Rounding up to the nearest tenth, the final design loads are: +38.1 PSF d -45 P F. 63286 (-41.44)*(58%) + (-49.64)*(42%) = -44.91 PSF. * Scott Hami on, P.: Florida P.E. e No. 63286 1'O13 *. As STATE _ P �: 8585 Duke Blvd. �����(:••, (O R t 0•••�j.`� Mason, OH 45040 '" Si,-..s•Ak_ St‘o`s% (513) 770-4800 • 9/14/2018 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 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.Qov/economy • . . .. • ... • • .•.• •• . • • • .• • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing theuseofconstructiv • • materials. The documentation submitted has been reviewed and accepted by Miami -Dade C ii y4 ER-Produ CtControl. Section to be used in Miami Dade County and other areas where allowed by the Authority Havisgilurisdistzon t tHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prdttet Control Section a..:... In•:••' Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thettgliteto have the psoduct or material tested for quality assurance purposes. If this product or material fails to perform; h'tteccepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, itiodify'or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this accP,ptaricc. if it isdetermined br • Miami -Dade County Product Control Section that this product or material fails to me2f the* requi>:etnt. 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 8 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal 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 NOA # 15-0225.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • � • MIAMI•DADE COUNTY APPROVED [NOA No. 17-0731.011 Expiration Date: September 2072018 Approval Date: September 28, 2017 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA #15-0225.06" 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 44 b/01, a Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, p p y Building Products Company, signed and sealed by Scott Hamilton, P.. . .•€p• .. . .. . • . . .. . B. TESTS "Submitted under NOA # 09-0929.10" • 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by Qmeican -Fist tab, Inc.,• Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and gwledby Dayi� 'i Johnson, P.E. •'• "Submitted under NOA # 07-080Z14" •• ' • " ' • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC'rQS�202, • • • •. 2) Large Missile Impact Test, per FBC TAS 201, • 3) Cyclic Wind Pressure Test, Loading per FBC TA 2.4. • • • along with marked -up drawings, prepared by American Test Lab, Inc., Test Report X . ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted under NOA # 07-080714" 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 5th 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 ,i ilton, P.E. "Submitted under NOA # 12-0710.06" /t� 22�Za+ 1 of� Carlos M. Utrera, P.E. Product Control Examiner �NOA No. 17-0731.01_1 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 E -1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED • A. DRAWINGS ' • • • • • • 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/ W 44007Q L,'' • Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2011''p xired by Ciopay • Building Products Company, signed and sealed by Scott Hamilton, PJ : ••. • 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 6th 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. E -2 of/2112617 Carlos M. Utrera, P.E. Product Control,Examiner aNOA No. 17_0731.010 Expiration Date: September 20, 2018 Approval Date: September 28, 2017 r CLOPAY MODFIS 4300. 4301. 4310. 4400. 4401 HDG. HDGL CLOPAY MODELS H400. H401. H300. H301. H31Q HOLMES MODELS 66. 67. 68. 6200. 6291. 6203 2• R 3' x 0.036' MIN 0ALVN4ED STEEL BACKER RATES 61T804ED TO DDOORRDSKIN WITH PATENTED TOG.4.-LOC 613TEM (NOT VISIBLE FROM OUTRE. REHFORCEATENT PLATES IMGE PRE LOCATED AT THE TOP .WO BOTTOM EACH SE r -' A A O`E ROR oF IYMC.-PE315ONT 1 - ....... TOP slaw. (suom• 1 96 NEM-'0-nE-RT (M NO. Y SMOODT 1 I I If I \ . D 1 C /i 1 I / G IR *YEMEN 6 O CC La IN SEE SBVTDN 0-6 10A A63BOLY 0EUE2 rg �11 41 II pi Oil L__J tl d 4-- 1=iWL OOOH HEWN ' 9'-0' L� DIODE 00200E SNIP LOON EKKIES DDOI ME GOR STALE MAY 2-3/ 4.--1 7-1/2' LOOK P.M. (EOM SEES). SEE LOVA OF EACH IDEA FOR DEWS. TABLE 1 SECTION B-0 a .Ends i 018E DIPACT ONE-PIECE INJECTION MOLDED GE MAN F224321 0001R ERNE a aAaK. POTSTMENE F F}MME�NO0 (w) . 3/4' WJ1 ROO TABLE 2 MEI WINO TAPE. MEM oECOWNE FRoNT TRUE POOL HE 40046T4 STRICTURE SIHCONE 9E0MT. DOOR WEIGHT LP ID 7'0' 7'3' TO 2'9' l OF SECTIONS 4 9'0' TO 10'6' 6 10'9' TO 12'3' 7 12'6' TO 14'0' 14'3' TO 15'9' 16'0' 10 NAX SECTION HEIGHT, 21' 00 or,.. 100 NNIX IRK. ME IAA 01 001 ME OF LOG. 2-1/4' OMN) (4) 41140/1• SIFT REM. - i4Avww.3/4 SEES sU Tr BM 1a re MTFw,P)1E HNDF DEELY NW 'O' VIEW 'B r 7-1/2' JAMB CONFIGURATION 2. WOW .W0 12 CA- CALV. STEEL TRACK BRACKET FASTENED TO WOW JAMB WM ONE 5/16'0-1/2' WOOD LAD SCREW PER 2' GLV. SLED. TRACK FASTENED TO TRACK BRACKETS BRACATTACHED VITTHE 1/4S6/8' BOLT a NOT 96 TWO 1/4' RIVETS. Li STOP MOULDING BY DOOR INSTALLER (TO CUR). 18 CA. GALVANIZED STE31. ENO //2. STWE (ATTACHED 61114 ONE FACTORY INSTALLED WAPER-D SCREW MO FURTHER SECURED UPON/ INSTALLATION WITH HIGE SCREAMS. INSTALLOZ MOcEL 4300 1 300' 4402. H400 4401 H401 4301. HETI 4310 14310 RETAL HOG. 66 6200 N/A N/A 66. 6201 H2GL 67. 6203 0E5tl6PTION 27 G4 LW. EXTERIOR SKIN: SHORT PACED PANEL 24 06. MN. EXIEI60R OW: SHORT WISED PANEL 24 Ti NM. EKIETCR SKIN; FLUFF PANEL 27 W MIN. EEO.. SON FLUSH PANE. 27 W. MIN. EXEFION 5100; ,WOE 160503 PANEL SECTION A -A 2• TH:CK-1 27 M (0.01r WL) EDFROR STEEL MN (MIN. DELO SMBNTR: 31.7 .. CRATING QWB7) O-40POLITMTM MINTED TM 00 PPRED TO BON OF 0I88 SE M. RIO GROOVE JONES. MIL 16 u FALV. STEEL 5080 RARE REEFED TO NN10R 0161/61M.70A PLATE WRIT (4) 11446/0' SHEET LET L S410R. 7/t6' ROAD PIaIOMT I INSTALLED 01 EACH ROLLER CWT. 14 OA CALM STEEL CND ucti /14.46. S 0021. SOR eFsroco (4) lie SELFTAPPET° S4^lE) 5. 2' 10 BALL STEEL ROLLER (1-3/16'.7/16514') WIN STEEL OR M CH NEE. NI.. TILLED CIMEFL SEPN0TTS FROM NO NCR ROI OF COG . tor ne.. Ti MOW Ra▪ w 1811ATKN 000ANOE. TO KM COMM NO 1 I uPr PREMIER Na19R8 . NG OR ENLDN EOA1L ROM. 12 U MSTEM TOP' ROLLER . (2-1/2' ATTACKED 'RAM 0145/1' SI M MEAL S 14 ce. MLv. ROLLER HNOE EACH HPKE ERMINED 10 END ma WM (a) i14d/6' FEET MEAL AND (4) 1/413/4' SELF WPM SCR..GEE VEY,9'. 3' TALL x 20 GL GALV. STEEL U-BAR. TWO U-BARS PER SECTION EACH U-BAR ATTACHED WM ' /4•.3/4• SELF TAPPNG SCREWS. (2) SCREWS AT EACH END ma NIEMED. 314.E LOCATION. TRACK CONFIGURATION .K PRODUCT RENEWED as complying with the Florida Building Code 1 NOA-No. Expiration 17-0731.01 09/20/2018 r rMiami -Dad - Product control* JAMB TO SUPPORTING STRUCTURE ATTACHMENT tlAtM t. ALL vVERMIAL. TOAD 5re (GRUDGE l2 OORRRKBEMS)) JAMTRANS ERRED roLOAD FROM TMTRAM E DOORRIIS 1RN4TERRIM TO THE FROM THE TRACK TO zv6 0ORE0RN. (TOP) UAW 2. ALL KA66 FASTENERS WAY BE (BUT ARE HOT REQUIRED TO BE) COUNTERSUNK TO PRONDE A F1LSH MOUNTING SURFACE. 1 A I/3 51REsS INCREASE FOR W11D LOAD WAS LEI USED IN THE CPILUlA11004 OF ALLOWABLE LOADS FOR ANCHORS A. FASTENERS FOR STEEL, CONCRETE AN0 MASONRY. WOOD FRAME BUILDINGS STUD WRVS OF �GBY TSSPPRESSURE (GRADE 62 0*1 SILOS A STRESS GRADE OLF11/Wlzm PS EGRET. OBER sIRESs BOnR. (F.. STUD WILLS To BE coNNuws FROM FOOTING 10 ME BEAMS. BLOCK WALL OR CONCRETE 203 SYP (GRADE l2 0R BETTER) Wow MAe 5HV1 BE ANCHORED TO GROUT REINFORCED BLOCS WALL 0R CONCRETE COLUMN. BLOCK AWL CELLS SHALL BE FILLED MTH CONCRETE M0 REINFORCED WITH RDNFOCING EMS EKTD069 W110 THE FINIUG AND INTO 1E 6EA15. ALL BEST SHALL BE CONTINUOUS FFOW TIRE TE BE 5 10 F001WC PER BLOCK WN1. OR CONOLETE C0L1=N. BLOCK WALLS MO CONCRETE COLUMNS 10 DE 0E9.E0 8Y TIE BUDDING ENGINEER OR MOWIECF OF RECORD. HORLZOH1A_ WRACK SUPPORT BY DOOR INSTALLER (TO SOT} CENTER NNE REOIs6D roR WO1s MEE e RICK VERTICMIN (•IE) TRACT( ATTACHED To 333 /4. OmAOE 60GT 9RbKT 13 CA MLV. S EEL FIAO BRACK.. E701 FASTEN. TO 1oro NAN6 WM (3) 6/16'z1-1/2' 1000 HAD 20300. VERTICAL artAL 1RRTIC wM (3i ARA.. TRTLT H . 2' 484V. STEEL TRUCK. TRACK THIOOE55: 0.060'. -lHR TOP BRACKET TEUBLE HOR60NTAL �J <SiE lttrA J100 KPMRO0M 0P'000 74-0 �, 4/2063 7/31/2006 1/015 7/xa1T �02KIM= T° • M `DOIR KOOS nRL 2 E. . nN. MA w..:.1 w Tr Neon; Lme NAI A1wN1 47 c. w 0H0A4a 031. .W8UW16CAW�o w1AR m r0001 MR,Nrwa DN)U ERN 101E nc .® KAMM 4aa MORA .o® as ONP.nQ w1N6s 4.a1m COIN OONFLI DE SY/0KM was NN N ne NETNr I. it: kIlls.7/i.-(ili•Cz]ll •ill0 ss0 k:U11111 11244011 11i_A* Jrrie■DI*IlE80l'3i0sIss IR3Lil.., dl�rdlliAIM:y�yesisls 14881E•RI 8840lrwil F1CFiO:GIEI �inrilM EOI � T 8 40iTC•RMTAIEFi TYM111 ZL1[IBTAI �71C.i0FYrPnrcA�iatr SGiIIZiFIDtAIIII 'KPR..4• T91CRI9•K7iaM andIIDlFSITSI�i©iL TIC-Ti R71EEILaMMIATIi FT800(FBIlF1301aiG7i1-�l>•:fi 41f•.il i.Ni•SYS6157TiiR•116.1l... r12:99ii1O3Y1i0111l1�Rr0859Q3 UiKMMINER- 9151�l WBBAl iFli R'i I IaniKFJi W�iGT7r%9R'�10i� PAPCCir:AifTA00 iFi.1im1P) v 60,'EEs06ia G3iNIsEN0 idl O f7 s TITiY00 AII4 ✓•IL-4 .J'.I10 F.JiL CIE iLL�•JO IliiL•�1i}oa VIIITECHETriiirilii4i4 �14i CAiT.TYifA•:iCi4 .l'.YSI5lYiL+IY 17 a (Dolt WA) PREM. SRF8 SON (ORA.. OMER) TEEN 0-40 MN. RALV_ 6063-oR PInER NO A DIKED -EN PO -TESTER 1010133 SOhD TO GM so. 6 SKIN 0 4A Wv. vas Dona MAGNET. ATTACHED NM (2) (44/0- REE NET. SCREWS. N.WROM FAROR01l 8 N11'L WATEASMIP. 4.1" THIS PRODUCT REOIIRBRNTS 7766.444. AT /F �,yFBP'. K2K• W1ig'{T'LENT g N. DOOR WE N° IEIDE (201 a) ARID THE SiKlS(+•C (2017HERM AA�• • • lT4 • =Y . . . ligeleser O6565i Y AJ.CaL4BuilixeD r. Clap* (502*770-461O •gROOLFS • (513.770-41� • . TIP. 2-1/2'a12 CA GLV. STEEL TRACK BRACKET. (4) 1RA0( BRACKETS PER SOE (UP TO B' ETA(). (5) TRUCK BRACKETS PER SIDE (UP TO 10' HIGH). (6) TRACK BRAO1E15 PER SIDE (UP TO 12' (7) TRAC( BRACKES PER SIDE TO 14' HIGH). (6) TEACH BPA4215 PER 510E (UP TO 16' INCH). PREPARATION OF JAMBS BY OTHERS h THE DESIGN OF THE SUPPORTING SIRUCRARAL 0 2EN15 SHALL BE THE RESP0H60UET OF THE PKOFE5510114L OF RECORD FOR THE CODES PM THE 11S1E. STRUCTURE AND OH THIS NG R ��� 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 116E F,1 fllll FAAA AA • • •. •T0 BE USED FOR ATTN]6WTIT Ia RR .' e^..- t • • • • • • ! •DONEE • • • • • • • MN•IUt ' ON CENTER BETWEEN F25101 C STEM WASPS REQUIRE., uktita �CCMtWw�8y0L fra 1/l b3. (1-1/4' RM•mP�N OMICR*1 NONOR (2-1 ' NIL EDGE DISTANCE) 10-1/2' 1' OD. !7, 14114 00149E 1 4' x `' 1-3 4 ®ONOF .FOR•2.1/2' - EDG3 PRTNGE) WTPGE (2 MIN. FDCE OSrANOE) 21-,(Z' .000 MOL ZONCRi1 TIO10) FRAME 1 2-1 ee4tt' E16FD 110015UNEWSN0400-TE WFDOE- lr'r K 4'�-A-een �Lirt�NA51M / 10, GRADE 2 MW, ADC{ RRNECEI ANfY.d172-1l2 11111. GIST 4444 1115L0tAFD EI0.WFDb. DESIGN LOADSE 48.0 SORT HALTO ,. FIORDA P.0 Ne. 60.E ¢SP! • • - ."' 4A •' • • • •• • cN • • ra IdingeProducl14 Conldeny • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• Iy4 Roe 11/19/96 "wee NO 0.OW . 10G'H 100/14O10. 611/68. 4300/01 4310/47.*0D . 44010/01. H WETS B I 101703 • • • ••• • • • ••• •• •• • • • •• ..• • • • • • • • • • • • • • • • • • • • •.• • • • ... .... • • . • • • • •• • • • • • • • • . .. • • •. • . • • ••• ••• • • •• • • , Q/Y7 • •• ••• •• • • • • • . • •• .. • • • ••• •• • e4 (4 0 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE St Il l,II LCT TO COMPLIANCE WITH ALL FEDERAL j �� l All ANI) COUNTY RIJLFS AND REGULATIONS