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WS-18-1176Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-8-18-1176 Permit TypeWilttdowsiShultters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 513/2018 Expiration: 10/30/2018 Parcel Number Applicant 597 NE 93 Street Miami Shores, FL 1132060141040 Block: Lot: MARIA CAMILA CASALE Owner Information Address Phone Cell MARC ANTHONY RAFOLS 597 NE 93 Street MIAMI SHORES FL 33138-2843 597 NE 93 Street MIAMI SHORES FL 33138-2843 Contractor(s) Phone GARAGE DOOR SOLUTIONS CORP (786)546-2879 Cell Phone Valuation: Total Sq Feet: $ 1,661.00 0 Type of Work: REPLACE EXISTING 16X7 GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Invoice # 05/03/2018 05/03/2018 Pay Type WS-5-18-67394 Credit Card Credit Card Amt Paid Amt Due $ 76.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT erti construction and all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating re I authorize the above -named contractor to do the work stated. wner / Applicant / Buil •ing ' epartment Copy Contractor / Agent May 03, 2018 Date May 03, 2018 1 JOB ADDRESS: 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 FBC 20 fTh BUILDING Master Permit No. VV (e `< <9,c, PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION PLUMBING ❑ MECHANICAL El PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION �f a CONTRACTOR i 3- - ✓ City: Miami Shores County: Q/L/- /0) 4 Folio/Parcel#: fit- 3"204 Occupancy Type: J )Cn t 1 Load: Construction Type: Miami Dade Zip: Is the Building Historically Designated: Yes Flood Zone: ❑ RENEWAL ❑ SHOP DRAWINGS NO BFE: FFE: OWNER: Name (Fee Simple Title der): 41/7Ea `/�C/� 1 j/Q (�'-JQ 4 Phone#: AddressY9 3 -S4 City: S State: Zip:3/3/0/r7/ Tenant/Lessee Name: Phone#: Email: (7 996 —Pik 8 CONTRACTOR: Company Name: l./�r/ 1' 1`� �� U ��1-( Phone#: Address: Oe 7,�// � 106-0 ir " City: ©Pi / Sta e: Ii.__ Zip: 3/ 3/4 Qc7 /46 Phone#. 906 --IV b -1=2 0 --7 Qualifier Name: r.� State Certification or Registration #: ! 9 3v500/ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ ice 6149 Type of Work: ❑ Addj_e_ ❑aeration Description of Work: e City: State: Zip: Square/Linear Footage of Work: ❑ N w Repair/Replace ❑ Demolition ,X .��'e,� e_ Specify color of color thru tile: Submittal Fee $ ' Permit Fee $ 110 CCF $ • 2-0 CO/CC $ 9 Scanning Fee $ Radon Fee $ DBPR $ 2 Notary $ Q Technology Fee $ • 6 d Training/Education Fee $ O • I d Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 26 •20 - S o (Revised02/24/2014) `16.2-0 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. —Signatu e OWNER or AGENT The foregoing instrument was acknowledged before me this Signature CONTRACTOR �� The foregoing instrument was acknowledged before me this lnA day of /```e a, ,20 / ,by 02S' day of Apr I ,20 IO�/,by ,4l ?, t f. 2//1>61.4j v.ho is personally known to 3:;€14 , iiiial/ 'tL4--who is personally known to me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign. Print: Seal: identification and who NOTARY PUBLIC: Sign: Print: 7 c>U✓r ve-� Seal: as oath?OLORES RODRIGUEZ MY COMMISSION # GG 159091 o`.= EXPIRES: November 12, 2021 FfF, , Bonded T1vu Notary Public Underwriters ****************************** **** *** *****s*****************************************************s****** APPROVED BY ft Plans Examiner Zoning Structural Review Clerk (Revlsed02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-014-1040 Property Address: 597 NE 93 ST Miami Shores, FL 33138-2843 Owner MARIA CAMILA CASALE MARC ANTHONY RAFOLS Mailing Address 597 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,622 Sq.Ft Living Area 1,994 Sq.Ft Adjusted Area 2,607 Sq.Ft Lot Size 12,341.76 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $370,005 $308,823 $296,198 Building Value $139,012 $139,012 $166,736 XF Value $15,201 $15,408 $12,452 Market Value $524,218 $463,243 $475,386 Assessed Value $509,567 $463,243 $475,386 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $14,651 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 2 PB 10-37 LOT 23 BLK 56 LOT SIZE 96.420 X 128 COC 25151-2628 10 2006 1 Generated On : 5/3/2018 Taxable Value Information 1 2017j 20161 2015 County Exemption Value $0 $0 $0 Taxable Value $509,567 $463,243 $475,386 School Board Exemption Value $0 $0 $0 Taxable Value $524,218 $463,243 $475,386 City Exemption Value $0 $0 $0 Taxable Value $509,567 $463,243 $475,386 Regional Exemption Value $0 $0 $0 Taxable Value $509,567 $463,243 $475,386 Sales Information Previous Sale Price OR Book - Pa 9e Qualification Description 10/04/2017 $735,000 30710-2393 Qual by exam of deed 10/05/2015 $470,000 29811-4813 Qual by exam of deed 05/06/2013 $303,100 28646-1989 Financial inst or "In Lieu of Forclosure" stated 10/01/2006 $850,000 25151-2628 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/3/2018 GAUAGE DOOR SOLUTIONS, CORP April 28, 2018 State of Florida County of Miami Dade This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of the project for the garage door installation work to be done for Maria Camila Casale, Site address: 597 Ne 93 St, Miami Shores, FL 33138 Juan Matute will be the only person working on the project. Sincerely, DOLORES RODRIGUEZ MY COMMISSION # GG 159091 EXPIRES: November 12, 2021 Eds c. 1." Bonded mru Notary PitIC Underwriters PersonallyKnow Or Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary Garage Door Solutions Corp 275 Fontainebleau Blvd, Suite #160A, Miami, Fl 33172 • Direct line: 786 546 2879 • Office: 786 953 6581 • www.garagedoorsolutionsmiami.com iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. -y-Signatur : • Owner 3 State of Florida County of Miami -Dade The foregoing was acknowledge before me this By/ I1 c_.aMao, Dri 1 Notary. SEAL? day of AsTCY ,20 / taD who is personally known to me or has produced oSV 3 f so entification. •,%►v,:DOLOR$ RODRIGUEZ �. :,: MY COMMISSION # GG 159091 EXPIRE • a• � �- 8: November 12, 2021 '• '}0 ,!4''° Bonded TIYu Notary Public Unde e s 1.* ��1_I_ti_ r ♦*► " "I "I* *.ari ►" Miami Shores Villige Jk'PPROVED BY iy ?ON;NG DEPT BLDG DEPT )H,11 CT TO COMPLIANCE WITH ALL FEDERAL ` TA I r AND COUNTY RULES AND REGULATIONS A 3 a#?7-/- &J-Q tc 3073E pLee -/cis. • • . . . . .. ... .. , . • • •• . • ... • ... • • • • .•• .•. .. ••�:�__� •• • • • •.. • : • •..• .-• • . • ... . . . • .. • • • • • . • . • . • • • . :•• •• .... . • • • .. .. . .. .. • i WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 8TH EDITION (2017) DADE COUNTY FLORIDA 176 MPH .. 8XPOSuRE C Mean Design Preesur* Door Door Roof WO Height Nelfiht,Pesitive Negative C 7 35.6 44,7 9 7 35.3 44.0 10 7 15 - 35.0 -43.5 Id 7 33.6 -41.0 18 7 i r 3� 5 -40.4 ' 8 7 38�t 45,3 1 9 7 35.7 -44.. 16 7 IS 35.5 441 „...15____2_, 16 , -34.2 41.6 7 33.4 -41.0 8 7 ' 36,5 45.9 Y 9 7 38.E 45.2 10 7 17 35.9 44.7 7 42.t8 11Q6 7 F.7 41 ' 9 7 45.8 10 7 18 36.4 -45.2 tf 7 35,1 42.7, 18 7 34,8 42, 8 7 334 1 46. 9 7 37.1 , 46.3 19 7 10 38.8 -45.7 16 7 ' 35,5 -43.1 18 7 36.2 -42. 6 7 ' 37.5 47.4 9 7 37.5 464 10 7 20 31.2 48.2 18 7 ' 35.9 43.9 15 7 35.5 -4 .0 8 7 3g 4 .9 7 37.4 .47.3 10 7 21 37.6 46.7 IS 7 34.2 4.4.1 -18 7 - 35.9 443.4 4___ 77 3546 48.4 __ 0 7 38.2 47.7 10 7 22 37.9 ' -47.1 16 7 38,0 -44.5 18 7 38. -43.8 8 7 389 46,9 9 74 45.2 10 7 23 - 35.3 47.e 10 7 30.9 -445 18 7 36.0 -44.2 8 7 '10.3, +, 49.3, 9 7 24 38.9 48,8 iQ 7 38,6 -45.0 18 7 7.3_ 35.9 , -45.3 18 7 44.6' 7 *6 -4.7 9 7 39.3 .Q 10 7 25 39.0 48.4 16 .7 37,9 -45.7 18 ' 7 37�t _ 45.0 . 6KPQSUR8 C Door Width 'Door Neigh )Assn Roof 1401 t Design Pressure Ptfs�I ve Newt a 15 55.2 •44,0 11111111113111 ik7iAI h 34.9 43.4 42.8 .34.8 »33.4 40.4 H 33.1 -39.7 O 16 1 -MS iIINIIE Will NM 334.4 4 ,9 35.i 43.4 . 0 :Y -4 H �7tj♦ 17 3Q $ 5.3 45.1 38.8 44.5 111111111111E1111 Q1i111 35.6 43.9 34.3 -41.4 34.QQ 40.8 18 3e.8 45.7 t11111<1♦ 38.3 -45.0 minummi 36.0 •44.8 mum 34,7 -41.3 -41.3 IiH34.4 19 37.0 -45.2 1111111111111 361 45,6 6LLta111; l 36.4 45.0 iLiNt1♦ 38.1 42.4 t8 34.8 41,8 , -46.7 -40.1 , 8 111 20 37.4 Ott 37.1 ii��� -45,9 QM IMO 335.8 2 42.2 35.2 .42.2 ELc. 21 37.8 •47.2 a 37.6 -48,6 110 37:2 44.9 35. 43 3 ^42.3 35.53 22 38.2 -47.1 t1♦w= Ilia LIES 37.8 47,0 NEIN 37,5 .46,4 43. 7 35. 35,8 -43.1 NEN 111:1211111111111kali 23 38.5 .48.1 MIN 38.2 •47.4 37.a44.-44,8 �838.2 •43. 1113111110111 =CAS 11111111111111 24 AI -44. 38.5 -47.9 38. •47.3 39.4 44,0 3a0 4 �� ©we ICI 18 26 30 411 8.3 38.6 47.7 SUM 37.2 -44.9 8 36.9 -44.3 9XPOSURB.D .; ., ..' Dool 4:1:t linlIONII arm .D a:a..lLL Mean Design Pressure a.-•J . r 1.4. , i 't14A4; MUM IILITIIIIVII.-11 writ lima Irwin tni 49.1 .s 40,: lila I II I CM 16 43.7 445 '83,1 ISM 42.3 42.0 �3.4 :50.8 rail _ 41.4 4t:1 49.8 tMIMI NMI 1� 17 44.1 4 43.7 ', Q1QQ MIMI 43.4 440 41.9 ., 41.a 18 41.4. KM ik1guil �1�i OM 44 44.; 9,8 42... 41,4 �{ii8580,7 �in ILA iliTallEall19 WA 45.0 NM44.8 -65, 44.2 ' 4y4.0 Mal 711111 42.7 •415 t,t 42. KM IBM 7 20 45.4 -67.0 Ma 45.0 445.2 . -58.8 2,4 ,0.0 434 42.7 IA NH WI 21 7orloomai 15" Ma 45.0 yA 1['i111 111111111•i 22 1 7.9 ' -87,1 • 7' 45.4 •66.4 43.5.4 Mal 46.5 45.4 MN I* 46.1 -57.8 Ma23 45.7 4µ, i1 11 Ern0111111 Sr11m MEMW � 'rs 24 46.4 •68 0 46.1 ' .67..3 40 -64,1 44.1 43. Fill 11111111E111 �1 a*a 11111111i7 18 47.2 40,2 4¢6' •48.4 25 .4 -8T.7 44,8 454.4 7 44.4 43,3 Notes: t) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASO) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category It. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings wtli riot be located completely in zone 5. Therefore individual calculations will result in Inmer pressures. _6) For mean roof heights less than 15'. use 15' pressures, 7) Thls Table Is only to be used in conjunction with Amarr Garage Doors. 165 Cauiago Court . Winston-Salem, Noun Carotin 27105 Phone (3361 74.1.5100 • Fax (336) 744.5815 w.1w.8rtrsrr.com •� • • • • ENTRE'i $I ATIC Door UM WIN vormrt *L)M* H Door MIMI Mean Roof Design Pressure • , • • • W11 1E311 6i�PR�1 110111 AEU 0111,110114 NNR"k1G�. IrriCAI MIEMi1l17l -114,:41G 11 1I MN Wall of 1 ELEA 1110111"1111 1115‘11 411 min 18 BM •d3.7• ,-,3 MIMI *. NM MI a 41 10 emir 44.1:. sirmarmi 439 _PA -64.1 iI.0 .3 kraal42.3 4413i ULi 20 -B5.3 �•y¢.i.a •50't I MMO 44.5 IIVII 44.2 42 !�» KM�� 21 44. 44.E ' .85,1 QQ 1.9 �¢ 1.1 1111 .8 mr111iii UM 11111111111 H 22 48,7 .¢1.0 45.3 -59.2 45.0 MIEN 1li 4414 3, 42,9 ' 23 48.( 6' num NM 45.. - r 7 MI .0. UM NH 24 KIM 4•.' 47A wig um43.1, 44,E '4 •' �2. p. NM 11[011111311 KM 18 4 ' 482 -57.5 KIM 48:I 25 46.9 •8,8 -53.6 NM 44.3 8 43.9' ^-52.7 • MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 vwvw.miamidade.Eov/economy Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 • . • . . .. • . • ... . • .... • ... •• . • S. . • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing theuaa of construcppg• • materials. The documentation submitted has been reviewed and accepted by Miami -Dade Counir RtR-Product antrol Section to be used in Miami Dade County and other areas where allowed by the Authority itar;pg Turisdiction (4HJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County•Prodnct Con$rol.Ssclion (l Miami Dade County) and/or the, AHJ (in areas other than Miami Dade County) reserve the to have this frroduct or • • material tested for quality assurance purposes. If this product or material fails to perform in the eicceptad manner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rpodify,•or suspencrle use of such product or material within their jurisdiction. RER reserves the right to revoke this acdhptant;e, if it is, datermine3• • • •; 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: Model 1200 WeatherGuard Plus & Heritage 3000 Insulated Steel Sectional Garage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No SFC-590r.010;:titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0307.05 and consists of this page 1 and evidence page E-1 E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . MIAMI DADE COUNTY APPROVED NOA' No. 17-1010.201 Expiration Date: May 16, 2022 Approval Date: December 21, 2017 Page 1 • . Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 12-0228.09" 1. Drawing No. SFC-590-010, titled "Model #1200 WeatherGuard Plus w/ Du & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Parrs",Meets 1:ttifiugh 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, preperrdby Maur Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.' ' • • • • .'• . • •••• • . B. TESTS "Submitted under NOA # 12-0228.09" • • •' ' • • • 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per.Fae TAS' Q fl4 2) Large Missile Impact Test per FBC, TAS 20 f •94. :• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-194 • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAg202 44 • 5) Tensile Test per ASTM E8 •• Along with marked -up drawings and installation diagram of Amarr 16'x 7', 24 ga. steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0228.09" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. UL evaluation report on Surface Burning Characteristics per ASTM E84/UL723 and Self -Ignition Temperature per ASTM D1929 of Grade 54 and 40 Expandable Polystyrene Resins manufactured by Flint Hills Resources, Evaluation Report #UL ER7503-0, dated May 22, 2013 and revised on May 12, 2014. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 02/06/2017, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 .'• . • . • E }t . ,.t...•-.. Iaq I. Chanda, P.E. Product Control Examiner PiJA No. 17:1010:20, Expiration Date: May 16, 20222 Approval Date: December21, 2017 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS • • 1. None. ' • • • • •• • • • •• • • '• ••• • B. CALCULATIONS • • •••• • •••• • • 1. None •••••.• • • C. QUALITY ASSURANCE • • . • •' '• • 1. Miami Dade Department of Regulatory and Economic Resources FER./. •' • • • • • •.•• D. MATERIAL CERTIFICATIONS • • • • •• • • ••• 1. None. • • • E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) dated 09/11/17, prepared, signed and sealed by Thomas L. Shelmerdine, P.E. F. OTHER 1. This NOA revises NOA # 17-0307.05, expiring 05/16/22. E -2 • • Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17.-1010.20 Expiration Date: May 16, 2022 Approval Date: December21, 2017. B 7111. Na1.FR ARLE REELER CARRIER ATTACHE V/ m VA' x Ler ROT S NW PER RRAC ET A OCO V/ CO La x 3/4• HEX.ER HEAD SCREVS i0 GA TA.V. STEEL =CIRRI 27RN2 LOWED AT EA CENTER 101M ATT 0 e/ TOOTLE TAPE ice Mr Rt• no. ••x At/R' 7/Ii• ROT RETAINER v A COM IOW /ekes EX HEAD =REVS LXAIU ACM t . 24 GA leip(}ppp� MUGwimp ON PO2CZTGI D IA IA' A.' SECTEN HEIGHT LLL -11-7 00Z SPACING la GA. EAR IIWU ATTACHED V/ CO 1/4' x 3/0 )ER HEAR SCREWS KwI11ETAaEt R0.LER tmetam ATT la HEAD VSs3VA )ErGR�R !it NW WV . INSIDE ELEVATION A CD ICU -ER CCPVITH E PER ME HEX TEA➢ Leh OWAG,7 INTO VERTICAL TRAGIC .1 IOR1 STIES VIP NM I COOPT LOCK OPTIDNA11 TYPICAL IIiRIASAFE END H11 GE (S�l tuts. PRODUCT RENEWED cemmlyi.g with the Florida NOA-No. �ode 17-0307.05 Expiration Dgt.OS11612022 B0rlildhry BY Product Control • • OMDOT7n1 RRAC¢T AITAEH EN V/O) 1/0 X W. PEAT SCREW N ULL STEEL IROJ.Ot VIT a1fl1 TYPICAL BIN PIT V/ FLAT LEAF HINGE ILu 24 GA GAL., MEL DO Writ 4 I/R' x PEN STILE ATTACKER TO RACIER PLATES PANEL GO LOOM itsia/V x I VP x =GA PLATE LOOM m0I9. CA umf POTSTTROE 179E 101.11100 =OR TRACK MOUNTING nAll ($w R l9 WOO 67$. LIFT PkODEPf t I0Cmen 48•00,0. wilt Mc Fkrldt laidwai gala AGRIPAaaara O ) V/ ASTRAGAL CYlYadIsO.Te MAY/•/7u1Y cam AWN EXTRUIGEN �_• tt,, / /!4 yrnPl nA-A (SIM VIFy) �,oiRese�.er rLS RAIN X a 1r£H 11. 3/A, 49 R-TRIOS) GAL . PEEL !Keel ATi V/ CO 1/4' x R/V NC PCO VMAT 244. HE HEAR SPEW AT EACH CCM $7RP maw" 532-FREE MAKER 2177 1t DSULA77R1 S L3AMnf W AAtAteET BOTTOM " Isa' `'xsr LARGE ML S4LE • . • • . • a • • • • • .•• • • la,. e • • 0 rs011e Plait �1xAa•ID4tWAp...... D #1 molt a h05'Q a.Ot TLC. s DursS Cal is CO��tMM YODII. f1800 1!•aih koil, d 5& iAb. ibb Mop.. KKR , -O r .T AReeP1■a ✓ i Heritage0 Shod, land. Hunt. Pastels . and Oak ODmmit Panels INSTALLED AT TIE TOP al DOTTie RIDE ME to 1/4' 1aVETs ,TEEL PLA7/0 TE 14 GA e TYPII:Ai_ DELEILER PLATE N.0 029Gt1 LOAM +.RO PVF -OLD, PSF LARGE laSSLE *MCI RAIED • • •• • . • . S. • • • • . . •.• • • ID IPPPPII.6 RE161RS GM is 1 I3WIaT AIM moos Di mo 4/sta A! 1 WU ROE I RAM aT I EW 811 IMRE RC 1O7 a/IS/CP QV 1 rem so He AR 1IC 70M D)/A/% as ,,,`,`ETSH9 EL9 ,, K 1s `�4. Vta"••GEM''4? • 579 tie_ ESTATE Of per'-. A. + O ff s''�y�s • a:R �J PnR°:;n • ••• PT • IS MI 1114/01 O M MUMRAT : D1t . 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