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WS-18-290 Permit No. WS-2-18.290 �sNO1 s o,� Miami Shores VillagePermit Type:WindoWS/Shutters ;Pe s� 10050 N.E.2nd Avenue NE � � � Work Classification:Garage Door Miami Shores,FL 33138-0000 PennitStatus:APPROVED Phone: (305)795-2204 F�ORtOp Issue Date: 2121/2018 Expiration: 08/2012018 1 F Project Address Parcel Number Applicant I 251 NE 98 Street 1132060134410 I Miami Shores, FL 33138- Block: Lot: PANPER LLC Owner Information Address Phone !Cell PANPER LLC 700 E DANIA BEACH Boulevard DANIA FL 33004- 700 E DANIA BEACH Boulevard y DANIA FL 33004- Contractor(s) Phone Cell Phone AAA GARAGE DOOR INC 305 702-0113 Valuation: $ 1,840.00 ( ) (786)299-0444 Total Sq Feet: 10 Type of Work: Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building i i i i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due , CCF $1.20 Invoice# WS-2-18-66347 DBPR Fee $2.00 DCA Fee $2.00 02/21/2018 Credit Card $ 126.20 $0.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 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 `eparate 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 construction and zonin Futhermore, I aut bove-named contractor to do the work stated. February 21, 2018 I Authoriziad Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 21, 2018 1 �rJA -^ I^� ssrrr�? Miami Shores Village �ECEIVED �� \Aa` Buildin Department ,mac ^o g p sY• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I Qv\ G Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20�'— ' G� (� BUILDING Master Permit No. i PERMIT APPLICATION Sub Permit No. i ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL 0 ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP, CONTRACTOR DRAWINGS JOB ADDRESS: 0-k- I City: Miami Shores County: Miami Dade Zip: i. Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:- OWNER:Name(Fee Simple Titleholder):- ��CaPPhone#: Address: Inn r- clsC ­ t 1 0cn j cl C 9-m City: M I A t-u State: I_ Zip: Tenant/Lessee Name: Phone#: i Email: q j Q, c� CONTRACT. OR,Company Name: rCa�ca, C� DO d 1 1`�C Phn l�(� 2 Z l U C1 (Addr ss:k\ � r2 o r, �� N � ��, M i •Sti �-1 ,Citi-73 P\ State: :1 L ,Zip` 1 .� Qualifier Name: G J✓\ N� C- � �i c/ 1!\ Phone#: f State Certification or Registration#: Ce T—ccate of Competency_#• �'n P:� 0 0 9 u DESIGNER:Architect/Engineer: Phone#: Address: Zip: City: State: a ue ofl Work.for_this�-P_er`miiL,$') `+V `tel t G`� Square/Linear Footage of Work: I ,ype.of_Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition I i Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ I Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ I Structural Reviews$ Bond$ i TOTAL FEE NOW DUE$ t (Revised02/24/2014) i I I is Bonding Company's Name(if applicable) Bonding Company's Address Y City State Zip r Mortgage Lender's Name(if applicable) Y Mortgage Lender's Address I City State Zip ' i 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. Y "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY Y06 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 fi'= """ W Signature e, OWNER or AGENT CONTRACTOR f 1 The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �L day of v— 20by �� day of FG�-vc 20 /g by �ho is personally known to G /' who is personally known to me or who has produced as me or who has produced ��rir� }7�Lr���� as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: I Sign: Sign Print: Print: Q��S State of Florida Seal: Seal: „„ My Commission'Expires 1210612020 MY COMMISSION#FF929M E{RUNO SAMUEL HALIMt Commission No.GG 53051 ='c ~ EXPIRES October 20.2019 APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/5/2018 Property Information o Folio: 11-3206-013-4410 h Property Address: 251 NE 98 STMiami Shores,FL 33138-2407 Owner P NPER LLC] ` r ' Mailing Address 700 E DANIA BEACH BLVD 202 p DANIA, FL 33004 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SO 0101 RESIDENTIAL-SINGLE Primary Land Use sk FAMILY: 1 UNIT Im Beds/Baths/Half 4/4/0 " Floors 1 h^= Living Units 1 f. Actual Area 4,902 Sq.Ft Living Area 4,884 Sq.Ft Adjusted Area 4,173 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft - 2017 2016 2015 Year Built 1948 County Assessment Information Exemption Value $0 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $665,599 $486,800 $483,069 Land Value $345,138 $287,615 $276,299 School Board Building Value $302,766 $303,999 $305,231 Exemption Value $0 $25,000 $25,000 XF Value $17,695 $17,820 $12,625 Taxable Value $665,599 $511,800 $508,069 Market Value $665,599 $609,434 $594,155 City Assessed Value $665,599 $536,800 $533,069 Exemption Value $0 $50,000 $50,000 Taxable Value $665,599 $486,800 $483,069 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $72,634 $61,086 Taxable Value $665,599 $486,800 $483,069 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Sales Information OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price Qualification Description School Board,City,Regional). Sale Page 08/12/2016 $630,000 30193- Qual by exam of deed Short Legal Description 2083 MIAMI SHORES SEC 1 AMD PB 10-70 07/01/2003 $511,000 21605- Sales which are qualified 4690 E1/2 LOT 17 ALL LOT 18&W1/2 LOT 09/01/2002 $0 20673- Sales which are disqualified as a result 19 BLK 32 1354 of examination of the deed LOT SIZE 100.000 X 115 18227_ OR 20673-1354 09 2002 3 08/01/1998 $250,000 1237 Sales which are qualified s 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: http://www.miamiddde.gov/propertysearch/ 2/5/2018 Detail by Entity Name Page 1 of 2 Florida Department of State DivFsioa of CoRvor AT.O , ON 'r , .R Department of State / Division of Corporations I Search Records / Detail By Document Number/ Detail by Entity Name Florida Limited Liability Company Filing Information Document Number L16000071089 FEI/EIN Number 81-2436701 Date Filed 04/11/2016 Effective Date 04/11/2016 State FL Status ACTIVE Principal Address 700 E DANIA BEACH BLVD STE 202 DANIA, FL 33004 ' Mailing Address 700 E DANIA BEACH BLVD STE 202 DANIA, FL 33004 Registered Agent Name&Address PATRICK VIVIES CPA PA 700 E DANIA BEACH BLVD STE 202 DANIA, FL 33004 Authorized Personts)Detail Name&Address Title MGR P,ERES, DAVID 700 E DANIA BEACH BLVD STE 202 DANIA, FL 33004 t Title MGR NINETEAN CORP 700 E DANIA BEACH BLVD STE 202 DANIA, FL 33004 Annual Reports t http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 2/5/2018 l Detail by Entity Name Page 2 of 2 Report Year Filed Date 2017 04/17/2017 2018 02/02/2018 N Document Images 02/0212018--ANNUAL REPORT View image in PDF format 04/17/2017--ANNUAI..REPORT View image.in PDF format 04,•'11/2016 -Florida Limited Liability View image in PDF format .)f S:a•.•,ri—i n,:.C;rortwm ' t I 1 http://search.sunbiz.org/Inquiry/CorporationSeardh/SearchResultDetail?inquirytype=Entity... 2/5/2018 AAA Garage Door Inc. gun 19200 SW 106th Ave Work Order Unit 4 Order No. i Date Ntf(�� jJVVRaji�1I CMiami, FL 33157 4527 j (305)702-0113 Start End i :Improve Your Curb Appeal www.aaagds.com Customer-Info. Service Location Job Info. ` Bruno Halimi Bruno Halimi Technician: 670 N shore Dr. 251 NE 98th St sales Rep: Perez,Diana Order Group: Miami,FL 33141 Miami Shores,FL 33138 OrderSubGroup: QTY Description Price Amount 1 HR300087-Miami-Dade Hurricane Impact Approved Garage Door(price includes 1,100.00 1,100.00 installation). Model:Heritage 3000(insulated)-Manufacturer:Amarr Size:8'x 7' White Color,Flush Panel. 1 MSPermit-Miami Shores Village: Includes submitting,processing,and all 240.00 240.00 governmental fees associated. 1 Liftmaster 8365-1/2 HP Chain Drive Garage Door Opener Get rugged,reliable 500.00 500.00 performance and great value with our 8365 1/2 HP chain drive opener.Its industrial-strength chain drive provides smooth,steady performance year after year. Notes: SUBTOTAL $1,840.00 TAX TOTAL $1,840.00 PAYMENT AMT. $920.00 PAYMENT TYPE Check REF.NO. BALANCE DUE $920.00 By signing below,you authorize our services: Thank you for your business Signature Date: Date Printed: 2/5/2018 i 2/5/2018 675 N Shore Dr-Google Maps Google Maps ' 675 N Shore Dr fi , y 4 , y i " F � ' s i �r � � t a y` Abu ?Q ,m, •• r � m Image capture:May 2014 ©2018 Google Miami Beach,Florida V Google,Inc. ti Street View-May 2014 �dy« FE 0 5 2 18 BY: '9 670 North Miami Shores Village APPROVED BY DATE ZONING DEPT 9 jILDG DEFT ---14 CT 10 COMI'1 IANCF WITH ALL FFDFRAL https://www.google.com/maps/place/670+N+Shore+Dr,+Miami+Beach,+FL+33141/@25.8607397,-80.1390193,3a,75y,183.63h,90t/data=!3m6!1 e 1!3m... 1/1 s I T WORST A ESCENARIO DESIGN PRESSURE CHART ENCLOSED BILDINGS *arr, FLORIDA BUILDING CODE 5TH EDITION (2014) t DADE COUNTY FLORIDA 175 MPH ENTRIFAMATIC EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D Mean Design Pressure Mean Design Pressure Mean Design Pressure Mean Design Pressure Door -Door Roof Door Door Roof Door Door Roof Door Door Roof Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Ne alive `Width Hei ht±!g!2!1t Positive Ne alive Width Height Height Positive Negative 8 7 35.6 -44.7 8 8 35.2 -44.0 8 7 43.2 -54.2 8 8 42.7 =53:4 9 7 35.3 74.0 9 8 34.9 -43.4 9 7 42.8 53.5 9 8 42.4 -5216 10 7 15 35.0 -43.5 10 8 15 34.6 42.8 10 7 15 42.5 -52.8 10 8 15 42.0 -51.9 16 7 33.8 -41.0 16 8 33.4 -40.4 16 7 41.0 49.8 16 8 40.6 =49.0 18 7 33.5 40.4 18 8 33.1 -39.7 18 7 40.6 1 -49.1 18 8 0* 040.2 -48.2 8 7 36.1 -45.3 8 8 35.7 -44.6 8 7 43.7 x54.8 8 a 8 ••1"4 !WA• • 9 7 35.7 -44.6 9 8 35.4 -43.9 9 7 43.3 -54.1 90, • 8 • =53.2 10 7 16 35.5 -44.1 10 8 16 35.1 -43.4 10 7 16 42.9 -53.4 0 8 •1�• 52.5 = 16 _ 7 34.2 -41.6 .16 8 33.9 -40.9 16 7 41.4 -50.4 •t8' •`8 • • 18 7 33.9 41.0 18 8 33.6 40.3 78 7 41.1' 49.6 .+' • 8 +48;8' • -8--7 -36.5- -45.9- 8 8 36.2 -45.1 8 7 44.1 -55.4 8 •• • 9 7 36.2 -45.2 9 8 35.8 -44.5 9 7 43.7 -54.6 9 • 8 0 -53.8 10 7 17.. 35.9 -44.7 10 8 17 35.6 43.9 10 7 17 43.4 -54.0 8 1?• •• 16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 50.9 •� • 8 • -".}'•• 18 7 34.3 -41.5 18 8 34.0 40.8 18 7 4i.5 50:2 8 • • 4.14Z'' •• 8 7 37.0 -46.4 8 8 36.6 45.7 8 7 44.6 -55.9 ' 8 8 44.1 -55.1 • 9 7 36.6 45.8 9 8 36.3 45.0 9 7 44.2 -55.2 8' 43.7 •54.3 • 10 7 18 36.4 -45.2 10 8 18 36.0 -44.5 10 7 18 43.8 -54.5 10 •8' • 4 •• 16 7' 35.1 -42.7 16 8 34.7 -41.9 16 7 42.3 -51.4 16 8 •' 41.9 -60.6 • 18 7 34.8 42.0 18 8 34.4 41.3 18 7 41:9 50.718•" '•`8' 41;5 •• • 8 7 37.4 -76_9 8 8 37.0 46.2 8 7 45.0 56.5 8 8 • • 44.5' -55.6 9 7 37.1 -46.3 9 8 36.7 45.6 9 7 44.6 -55.7 9 8 • _14_1 -54.8 210 7 19 36.8 -45.7 10 8 19 36.4 -45.0 10 7 19 44.2 -55.0 10 8 19 43.8 -5411 16 7 35.5 -43.1 16 8 35.1 -42.4 16 7 42.7 -51.9 16 8 42.3 -51.0 18 7 35.2 -42.5 18 1 8 34.8 41.8 18 7 42.3 -51.1 18 8 41.9 -50.3 8 7 37.8 47.4 8 8 37.4 46.7 8 7 45.4 -57.0 8 8 44.9 -56.1 , 9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 -56.2 9 8 44.5. -55.3 10 7 20 37.2 -46.2 10 8 20 36.8 45.5 10 7 20 44.6 -55.5 10 8 20 44.2 -54.6 16 7 35.9 43.6 16 8 35.5 -42.9 16 7 43.1 -52.4 16 1 8 42.6 -51.5 18 7 35.5 43.0 18 8 35.2 1 -42.2 18 7 42.7 -51.6 '18 1 8 42.2 -50.7 8 7 38.2 47.9 8 8 37.8 47.2 8 7 45.8 -57.5 8 8 45.3 -56.6 9 7 37.8 77.3 9 8 37.5 -46.5 9' 7 45.4 -56.7 9 8 44.9 -55.8' 10 7 21 37.6 46.7 10 8 21 37.2 45.9 % 7 21 45.0 -56.0 10 8 21 44.6 -55.1 16 7 36.2 44.1 16 8 35.9 43.3 16 7 43.4 -52`.8 16 8 43.0 -51.9 18 7 35.9 -43.4 18 8 35.5 -42.7 18 T-1 18 8 42.6 -51.1 8 7 38.6 48.4 8 8 38.2 47.7 8 7 46.1 -57.9 8 8 45.7 -57.0 9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 -57.1 9 8 45.3 -56.2 10 7 22 37.9 -47.1 10 8 22 37.5 -46.4 10 7 22 45.4 -56.4 10 8 22 44.9 -55.5 16 7 36.6 44.5 16 8 36.2 -43.7 16: 7 43.8 =53.3 16 8 43.3 =52.3 18 7 36.3 -43.8 18 8 35.9 -43.1 18 7 43.4 -52.5 18 8 42.9' -51;6 8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 -58.4 8 8 46.0 -57.5 9 7 _T86 -782 9 8 38.2 -47.4 9 7 46.1 -57.6 9 8 45.6r-56.0 .7 10 7 23 38.3 -47.6 10 8 23 37.9 -46.8 10 7 23 45.7 -56.9 10 8 23 45.3 16 7 36.9 44.9 16 8 36.6 44.2 16 7 44:1 537 16 8 43.7 .8 18 7 36.6 -44.2 18 8 36.2 -43.5 18 7 ,43.7 -52.9 18 8 43.3 .0. 8 7 39.3 __Z9 3 8 8 38.9 -48.5 8 7 46.8 -58.8 .8 8 46.4 -57.9 9 7 38.9 -48.6 9 8 38.5 -47.9 9 7 46.4 -58.0 . 9 8 46.0 57.1 10 7 24 38.6 -48.0 10 8 24 38.2 -47.3 10 7' 24 46.1 -57.3 10 8 24 456 -56:4 16 7 37.3 45.3 16 8 36.9 -44.6 16 744.5 -54.1 16 8 44.0 -53.1 18 7 36.9 -44.6 18 8 36.6 -43.9 18 7 44.1 -53.3 18 8 43.6' -523 8 7 39.6 49.7 8 8 39.2 M44.73 8 7 4Z.2 59.2 8 8 46.7 58:3 9 7 39.3 -49.0 9 8 38.9 9 7 46.8 -58.4 9 8 46.3 -57.5- 10 7 25 39.0 -48.4 10 8 25 38.6 10 7 25 46.4 -57.7 1D 8 25 45.9 -56:8 16 7 37.6 -45.7 16 8 37.2 16 7 44.8 -54.4 16. 8 44'.3 -53.5 18 7 37.3 -45.0 18 8 36.9 .18 7 44.4 -53,6 18 1 8 43.9 52.7 Notes: o 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Oj: ,s%'a�•���•�•'�,• `,�. Low-Rise Buildings. c .• ,;. ��• u 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) .� +,..�.�.}•�*� �•, �? design pressures shown. a E • 0�,•,�� � `+c*•�• ^� r� ' 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category ll. v J ., ,�` 1•• a LC 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. No,4857 + • Z w 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 6) For mean roof heights less than 15',use 15'pressures. v° ,. :'; a 7) This Table is only to be used in conjunction with Amarr Garage Doors. E-' • • STATE OF °v r 601 :... a 165 Carriage Court+Winston-Salem,North Carolina 27105 N `s� '�`�*•+*``« " �" Phone(336)744-5100•Fax(336)744-5815 '��' 2 www.bmarr.com o; '*•* ,.` ^ vLn f � s M IAM FDiADE 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,miimiaade.eov�economy Amarr Garage Doors 165 Carriage Court , Winston-Salem,NC 27105 SCOPE:This NOA is being issued under the applicable rules and iegulations governing the use of construction materials.The documentation submitted bas been reviewed and accepted by Miami-Dade County RER-Product Control Section'to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In , Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner t1�e. manufactures will incur the expense of such testing and the AHJ may immediately revoke,modify,bl suspend the ase of such product or material within their jurisdiction. RER reserves the right to revoke this acceptanig,i l it isdetornin ed. '. by Miami-Dade County Product Control Section that this product or material fails to meet the."(F..'rements of�e - ""' applicable building code. 0000 This product is approved as described'herein;and has been designed to comply with the Florida BuiWAGode, :00000 0 • including the High Velocity Hurricane Zone. 0 0 0000. - •0000... ... 00:00' DESCRIPTION:Model 1200 Heritage&Oak Summit 3000 Insulated Steel Sectional P%r?ge Dose up to T-0"Wide with Impact Resistant Windows(DP+57.0,-67.5 PSIS ..•... APPROVAL DOCUMENT:Drawing No.,IRC4209-189-21-I,titled"Model#1200 Haritaie&Oak. ., 0000 Summit 3000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4,dited405/Qg/ 007,with revision C dated 10/28/2013,prepared by Amarr Garage Doors signed and sealed by ThodIds L! •• • 0" • 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 Limitations: 1. See sheet 3 for Polycarbonate panel glazing,not to exceed 3 8-1/16"Wide DLO x 10-5/8"High DLO. ' 2. See sheet 3 for Eastman Saflex PVB panel glazing,not to exceed 18-1/8"Wide DLO x 18-518"High DLO. 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. I 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. TERNIINATION 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 sbill 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 maybe displayed in advertising literature. If any portion of ibe NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0517.12 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 Ishaq I.Chanda,P.E. F NOA No.17-1010.29 ' E Expiration Date:Se tember 6,2022 •. P P 1 Approval Date:December 28,2017 Page,2 1 b a Amarr Garage Doors .. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files ' A. DRAWINGS "Submitted under NOA #14-0414.10" 1. Drawing No.IRC-1209-189-214,titled"Model#1200 Heritage&Oak Summit 3000 Short,Long,Flush and Oak Summit Panels", sheets 1 through 4 of 4,dated 05/08/2007, with revision C dated 10/28/2013,prepared by Amain Garage Doors, signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS"Submitted under NOA #14-0414.10" 6 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test,Lab,Inc.,' dated 05/20/2014,signed and sealed by David W.Johnson,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBCTAS 20Z-94-- ' 2)Large Missile Impact Test per FBC,TAS 201-94 _ .•. "•• ••••;• 3)Cyclic Wind Pressure Loading per FBC,TAS 204..0 V •. . . 0 .. 0000.. 4)Tensile Test per ASTM E8 000:100 5)Forced Entry Resistance Test per FBC,TAS 202-94..- ;• •; along with marked-up drawings and installation diagram of 9'x 7' 24T& teel 'geiage'door 0 0 0 0. Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,TElfftport Vb.;•; •• •• ATLNC 0909.01-13,dated 12/17/2013,signed and sealed by Da4cf VP.*JohnsoiVP.E. ...... t Submitted under NOA #12-022&03 00000.. 3. Test report on Evaluation of Painted or Coated Specimens Subject4d tp'Corrosive • 0000.. Environments per ASTM D 1654&ASTM B 117,prepared by Archifectdral Teltrgjnc., • • Test Report#A7420.01-106-18,dtd 04/12/2011, signed&sealed by Joseph A.kee$,P.E. "Submitted under NOA #12-0228.09" 4. Test report onTorced Entry Test per FBC,TAS 202-94,prepared by American Test Lab, Inc.,Test Report#ATLNC 0912.01-11,dated 10/13/2011,signed and sealed by David W.Johnson,P.E. a "Submitted under NOA#07-0706.05' , 5. Test report on Large Missile Impact Test per FBC TAS 201,Uniform Static Air Pressure y y Test per`FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9'x 7' Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Report#ATLNC 0430.01-07,dated 06/06/2007,signed and sealed by David W.Johnson,P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by Hurricane Engineering&Testing Inc.,Test Report#HETI-07-T707,dated 05/30/2007, signed and sealed by Candido F.Font,P.E. C. CALCULATIONS "Submitted under NOA #14-0414.10" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA #12-0228.03" 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,signed and ` sealed by Thomas L.Shelmerdine,P.E. Sk•-� 1, Ishaq I.Chanda,P.E. Product Control Examiner NOA No.1'f-1010.29 Expiration Date:September 6,2022 Approval Date:December 28,2017 E-1 d 4 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE r 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA#12-0228.03 1. Test report on Surface Burning Characteristics on the expanded polystyrene ULA file# RI 1812. F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition(2014)FBC and of no fina>a W interest issued by Structural Solutions,PA.,dated 05/08/2017,sign¢d apd•seale�•by a'omas...... L. Shelmerdine,P.E. ;.. •. • 2. New Evidence submitted. •••... • ...... F A. DRAWINGS ..;..; {. ;.; ..:..' 1. None. ...... � •. ' B. CALCULATIONS 1. None •..• .. •••••• • C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0410.01 issued to Covestro,LLC for its Makrolon Polycarbonate Sheets,approved on 06/08/2017 and expiring on 08/27/2022. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA)former Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/21. E. STATEMENTS 1. Statement letter of conformance to FBC 2017(6"Edition)dated 09/11/17,prepared,signed and sealed by Thomas L.Shelmerdine,P.E. M F. OTHER 1. This NOA revises NOA#17-0517.12,expiring 09/06/22. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1010.29 Expiration Date:September 6,2022 Approval Date:December 28,2017 E-2 t. F I P goo •b • ... . 0: .. so - - I. --; :<a XM EXTaamR 1SM TQiVIE ArrNORf vna — ROL�ER • • ./rAXTE Di F0.YLTICA RDfM V41•L4+REX NSAf SQD.VS K T�7 R0.lER tRAOEi /r STEM AND ED CQm ow AI pn �IiF�grp{�rii=C iR �A7rAC116) 2,11X11 IGD viCRLrvr T WAM FAWTOQILsf FOR IRR CIWAD 5CBK, RQ1R CAdtl�'ATT�E � AHLSiEEURA�D V/W 1/�:VI•ID.T.DR krtS rR DRACXET %1t-;=w A1TXT7A1 CMNwCD Vf/mlQEtf+fVPMER X eLTiL4a• )} •q•�w�c •••♦•• ... ,•• • •• : Xt-; 1/4• • • rimeAuiR MVE/Y mNGVD sm%ic8YEaT T"UMSOR tlef>91 R 04 OE XS10. MY.STEEL Q-T1• @� TACHEN ON �KLYSTYQE 2•r M TAL97EL mLLQ Y/r iTOI Vm 2,4•k VMG KTAM USED FOR SCRE)IS WAD 413 • i � _ TNEYEIAF fR ROLLER IMvvx �LR ATE K11•AC 1RN 1iC • ••• •• - 3M•IRk WAS ccxM U6L DIRAUM AT rMil Fm.TE ROLLERGARRLRS ATTAORD TYPICAL T�FIX CCDTXaC Vvt W( 1!4'x YI• 1i%WAD CARRIER tlD•TRTf @AimEi - 1 TYPICAL IIURASAFE[ENTER NINC��1 T a ar eeaA R-rRun Ytrn°a°°°nrI°" 1 .TCU• ��J ArrAcxn Y«�Oiaa'ac7tEYf Ira LCx oaAcci MrD YRTSAL RCTa°�uu�i iRACX Dll7}pp10L,Tx sDlts arr INN alp I� A VKt/ImIY�LYMIX"FA8 I 41 iA.'6t '1YPIGL DURASAFE END HDNiE�1 TROOIlCY"ABV6FD �''�,/ r AVNMIL Fk11rd r2,PER fEtTm11 r a"STROP AT�AW[I V/ �./ a VON X Ca aA Oi X iE1 W S 3/4p•ILNif,X NW 11 A�MyYey Na iAIV. V4- p+141 ATGtlO cum AIo a,m iAa S%Q NIWA TVLDI �I Y,I N•x 2141 AT CAM CPOEx 17:1.1 one C.STME W)ArnI( iW�T�® d NIIMiE AW�CIDgtiRt oETVQ9 • • t13 UA ATTACKED m r Ti CN Mia W1 V/A4i LIA•X YY r le)ALL E RRLR Y/r i1tN SIRUT IN X=" 217X11 O SOCr101�mR�r1aN .2 3 T'L ST'L� MEX MEQ LARGE MISSILE am WTAL Alm >RETAIWA USES �-� IMPACT .RESISTANT >UTTONfRA= TYPICAL IIDR01$RACKET/T 1 Ia o rsda X/r ILu PRODUCT pRENEWED rALV UCrR9VL%D ABTA EMIR- �ilR IdD4�P" witll th.llorida 1 ��eedw fiModh F*(N A-A(SIDE_Mw N MIR- 17-0317.12 A—pmaW ��— inrtloM R08L08/2022 ? SEECdFlranaNs AWT NOTES al I MOM R'UM lux IN EI, r 4 lArad+at 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL. 6 tRA1®AHHaa01 �� • ply P oes TRACK, FROM THE NAL THE LOAD A TRANSFERRED O PORTIOHE N ICAL- JAMBS. THE HCRIZ�JUL JAMB 0R HEADER RECEIVES NO P�tT10N aF 5 IIIB5AS5Cww R/iptPA INTERIOR OF GARAGE THE LOAD TRANSFERRED FROM THE DOOR, 2.EACH VERTICAL JAMBS RECEIVE�6 MAXIMUM DESIGN LOADS OF: ••••••.,,•, a A IIAX VODTH 7C +255.5 LBS/FT & -303.8 I8$/FT 4•'• '•. R4• A DOOR AND HARDWARE ML BE DESIGNED,MANUFACTURED M,X 14' ; •., �g r MAx AND INSTALLED VATH STANDARDS AS SET FORTH BY DASMA. L I IN ads �a 4.DOOR SECTIONS SHALL BE 24 GA(.0216 MIN.EXTERIOR SKIN D LOADS ,, : '" -`••••• .Y� pp..��SIDE ELEVATION DMGN LOADS® ROVED FORMED,N/BAKED QV POLYESTER FINISH itF3E. +235.3 LD5//fFi7 gF NOR 2 &DOORS UPTO 7b'MGM CONSIST OF(4)SECTIONS AS SHOVRI '�•' l • F„� -Saws LLIS/FT USEit)3 5/6'R-TRUSS PER SECTION AND _ (1)2 20GA STRUT ON THE BOTTOM SECTION 1 SBpTA`�,,�OsF DOORS O (4)SECTIONS REFER TO TABLES 1 AND 2 gj �,� '��'I•: '�• r a a/r MXA� N a-VE•T1XA�� RGI 0.ON PACE 3VER LARGE WSSRLEJ G • ; I �O • TMTolxcMATZ ANN vSTRUCTURAL ELEMENTS Mw 7.SUPPORTING STRUCTURELEMENTS SHALT:BE DESIGNED RiSTAH GR m w GALV.STEM 04 iTD.E BY A REGISTRED PROFESSIONAL ENGNEER FOR VAND'LOADS R�T•Y+� FL••• •••,•••'• rT/tI Eo% M ro 4s x I-vr INDCATED ON THIS DRAVANG IN ADDITION TO OTHER LOADINGS i 1. & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS.UNDER THIS Q D/tA•x L a/r LA0 1 Ha m H07M OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COR.AND TENSILE TESTED ACCORDING TO ASTM W COVAMU a�T vxtla-rxot Xy maT Yw,a+mrnl wu> - /ral 1/A;Tw3�m a"TRun E-B BY A CADE COUNTY APPROVED LAB SELECTED AND PAID BY - IRI MEAT SCBM THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE MODEL #1200 HERITAGE 3000 MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST MODEL. #1200 OAK SUMMIT 3000 W 1/4-m%i/rQna n y° i, �R,eM �Twad a��,e�i• ep 14ORWAL A"no REPORTS MATH CONFIRMATION THAT THIE SPECIMENS WERE SELECTED BORT,LANG, FLUSH & OAK SUMHIT PANBLE vLas gas Nm RV AR m>R FROM COILS AT THE MANUFACTURER PRODUCTION FACIL11IM AND ER° ' TRACK MA INTiN. DEMI IND'1�R i� A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY 9S RM RY tlD 1A¢ wON7 fRAA•W6• R.0 CORS WRTH HELD STRENGTH OF 34,600 PSI OR MORE SHALL BE 9 DEpmp axi 5E 0w USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER TNIS IgI 11F1 W06D JAMB ATTACHMENT TO STRUCTURE , • • • • , • • • • FVKWAR�ff ",....T1u+te•ac U L..E3>DEgYNn • • • • • •• • T X 4.8 ART]NG 6'FROfI THEN Z4•QC.Q:L•Z'EN1milENn • • • • • • • • HLTI.SLEEVE ANCNGR 3/9'X Z-0/A•STARTDI6 i'FROM ENDS THEN 16.OC tl V4'ENS MEWT) s • TTV/RANSET REDAD HEC[RU-BLLn B/8'X 4•STARTDIG 6•nm ENDS THEN G•=Q I/R•El®EIRENT)w • • w • ••• •• � ao n� S9iPSON 1/�%3'TT1EN%3'T71EN�SCIREVSSTANTInG'6Y ha-W,WE PAIRS GF FASTENERS (3'APART)AT 8'D,G tl Ve'DmEnw)m • H1LTI 1//44''�APART)KVIX VX-CM 3 YEN S•FROM ENDS.USE PAIRS OFFASTEK . " F ST .L O.C.Q V.- 99;IOR,USE FASTENERS FOR Amlaw,CNe BLOCK) ■LAaS:AND BOLTS PREPARATION DF CM RE UANCUNTLMM TO BS RS PROYIDE A FLUSH MOUNTING SORFACE, VOO- l4 GA,FLAG BRACKET ATTACHED-TO W®B JANE �., ZF MIY bet i1rW STRUCTURESTRUGTUIE [STRUCTURE. 3VRE • V/(3)5/16 DIA,X 1-3/9'LAG BITS AND TO b41i4e { RAIX W/(4)L/4-20 N 6/B TRACK SPLICE � .f0l0•L BOLTS AND NUTS 0 .r so 1/Z•NI a T/4• 1-3/z•NIN 4• �JAHB Y MN , Y�1Aq�S AT T1DS LOCATION t 4 1/4'-20 TRACK SPLICE BOLTS k NUTS , SETx#t$10 JALLB PITH(S)6/IY DIA,X 1-6/e• LAO BOLTS � �•Lp �oeerhiR,eYklwfBidd► g1p)U(,q•,�+YI3FD • - R �Ceeii ..�a„ yy�wl6 Ne nova ILP R9GPDOIaRT6G6 GZky L�j�"'} 'aJ Co3e A IF16D R�%a Aipla 7 ,�,.�.k,f¢"{1Q«,1@ a alglmclsaTa 4. BB c xaDamleazels 1) 5/T6'DLA,x 1-6/6' •••'• ` LAG BOLT ATTACHED TO JAMB yj, •••'' . ' AT EA.,MLLE 6RACKLT _ - _, R'r/K II ••• t. •'_, �• I DES M am D>7 12 0�4JAMBBROAALL1V.SIM �� i u PiAtOod1 PSF A7TACNZTI 1Y/(7)1/4'-?D x 6/e" * Z.•�••y�, •: l TRACK SPLICE BOLT k NUT y 8 T5 OF mm= REQ T CE FL ... PRODUCT RENEWED .. �mmpfylny„Ith Um Fbrtd•Bull4 9s ' BOA-No. i7-0377.12 Na CAW"mun VW=Kmu++� um�wvyuscm q MODEL 1200 HERITAGE 3000 BspiratlA"i 9/0812022 � � - 3EE(TARE��+PAGE 4 _ MODEL X1200 OAK.5UMMIT 3000 FOR JAMB BRACKET SPACING By HOST, LONG, FLUSH&OAK SULdNrr P - F6hm •ot Con SR BWN1C 8G DBF I�M1E1 RI�GSffi TRACK OMM"ATION FOR 6'6"UP TO 14'TALL DOOR$ • APAAAEIL MCK ODXIf01NGTK•S 8 DIIDmST 98 OFE 44A" X-1209-0-2H 1. riLt& 9HfiR< . . ... . . . . ... AW UU ALUOM 11P2R O Ffb n6 W x Y P)RLLVS 3[! MAX mm TOP SECTION V/375'DITE W GLASS MEAS■NMETWAL SCRCV% {{ •• am TD FASTEN 7ME ALUMDA%T • •• • • V MASRCCO9 PmYCAtlCA1rr FRAME 70 THE • • • • • • .1krACIURE2 D7 161. ALLkDM EXTDmR FRAME IOa' • • • Nkx OT'sm E%TOMED Al INMFJ I/D'x 1/D'CONTDAa2J7 2PACT EVERWR FRANC EDS■T Sam ■ 8-B DPACT VMV RETAIL '�1F•� I9-1/6'RIA , ' DALV MEL INw=DVACT VDOGV FRAME ., • 14LV STEEL E%TERRR D&ACT VMMV(RAMC VIS HTE@I GLASS 5A Tw =TmN AT E a7 a In=mm SRTR . G OL Sm DOOR ASfw0.%AR OVERALL GLASS IMPACT GLAZING FASTENER DETAIL `. MNRCLEAR ACTRD R, GLAZA✓G MEETS A3T91 E1300-04 cuAERo+n sa-Ea STRUCTORAL AaX1RV "'TERNEMAIr lTf"fi1N ;. 5B ' 9XTRIw wn Tx z ml DE mnvE.vmwv FRAME REY EEmPd9 7!ffiffi `■c¢ 4� St%_E gTEejp TO T�At.T-NOm ` A wwim2 IPA 11•,C7`vMmv YFRAM1 TD 1 •%ID 161BC}OB 1 SVM'x VY 1GCV-USED TD rASTEM=GRATIVE PLASM MCLDD S f AM OMS IMS Fv4u IRA V➢Oav ram m TMC ASSCI•LT C-C IMPACT V229OV DETAIL R ••••' '• MEN 10 A ,/DUCE �X6V0W -071 PSE PAl� r n9di Ns - rAs■e/b +iW IAEi9.1M -17b PRE *1 E I /0/•2q ■ m°`Tu°JRApn E arAGaa 1m7bRtCbdn •�.A -7.P•�`, ♦f, A v/w vY S/Y Aw2REaww L YT I� RROe 1+a1 NEAR tCREVR . l D S/M PRDA R-1816 $ S D/D'%EL II R 314 ATTATA V/CD VY s BIE ATTR HEA V/ VY x LI YY AHEXM m i WSTA j A ✓ xo MEAD SGLVf nR trxc AT CAM CCNICQ EraE RESISTANCE FL PRODUCT RENEWED 2• naiT =with the 17orms r .xar► Lodi • Iyy us Qkvmx"mr Vuwae,"m=was wvwA.m m Moa►1,, 170617A2 R•TVXSSPAax �a.ro�Rl+ MODEL #1200 HERITAGE 3000 PsP1�.tb• 09/OW2022 1h�H1SS VAM 7 MODEL #1200 OAK SUMMIT.3000 R- sP 5A ORT,LONG,RASA a UK su"n FANRU all u ControlM. .R�USS ACR 5� !E MA F/ 819 DAF MAN mm NRR B am or DBI awm r ZEA i Dl I I fi - goo 0 3 TABLE 1 TABLE 2 _ 4 DOOR SECTION HEIGHTS 000 • • • • DGnR • TRACK ATTACHMENT .-° SPLICE HEIGHT Bim #2 #3 94 #5 #S #7 8 0: : : :• A •e C -D E F O H I J K L M ~N S ' t} iQ, ft 184 7'r'S' • • • • k. gum 13`6" 21"121" 21" 21' 21" 18" 1 21' • • • 3• 4 27" 38" 46" SS" Be' 78 4 1 a. IZS"- 21" 18" 18" IV' 18" 18" 18" 21" 8 3" 14" 27" '3B" 46' 66" 68" 78' 88' W i 1 11'S" 21" 21" 21" 18" 18' 18" 21" B 3" t4' 27' 38" 46' 66' 88' 78' 88" 100" 1 1016" 21" 21'121"121' 21' 21' 10' 3" W. 27" 38" 46' 66" W. 78' Bir jIOO" • 8 q 9V 27 18" 18" 18' 18' 21' 11' S" .14" 27' 38' 48" 68" BB" 78" 88 100" 10" 124' WA $ m m y ' 21" 21 21" •18' 21' 12' 3" 14" 27" 38" 48" 68" 88" 78" 88' t00 110'122" 138' e- 7 8" 18" 18' 18° 18" 18'• 13 3 t4 27" 38 48" 66" 68' 78 68" 100"114"122" 1 148' we 21" 18' 18" 21" 14' 3" 14' 27" 38' 46' 66' 68' 78' 88" 100"114"122'13C.146* 'IW ' ALL TRACK ATTACHMENT SPACING+/-2" ALLOWED WTH SYP OR SPF NO. 2 OR BETTER ONLY �'RDDUCCRiV1YBtt F PRODUCT RENEWED �a Code Nett"Mtr ■.cont wrlththeFlodds A EE�tOEt IpAt �. eWeaft N ! -1a/0•i`j NOA-No 17-os1>.12 a am�une�w YtAI RKP""ea 0910612= e mm r ." ey M uct tml g� •�+ PRt�O(4J18Y•M►f •F67A PSf �8 1. om-47.6 PSF ANWOOM 1% f�• 1 o a LARGE IAt7 J •I ar : 11. 4 FL .... . � twlb er�b'Nt wOmAK cum N! MODEL #1200 HERITAGE 3000 MODEL #1,200 OAK SUMMIT 3000 m4iZ` m-L-. sHoRT, TANG, 7ZU8H A OAK 9W00T PANEr al Nut of al va fow I mm an B artmn ar ett � IRF1209-189-2H 9M4T4