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WS-17-2741 t Permit NO. WS-11-17-2741 Miami Shores Village Permit Type:WindowslShutters 10050 N.E.2nd ANE venue Per � it Work Classification:Garage:Door Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 ��ORIDp' Issue Date: 11/27/2017 Expiration: 05/26/2018 Project Address Parcel Number Applicant 9880 NE 8 Avenue 1132060142370 Miami Shores, FL 33138- Block: Lot: LOREN KRETZSCHMAR Owner Information Address Phone Cell SUSAN KRETZSCHMAR 9880 NE 8 AVE MIAMI SHORES FL 33138-2509 Contractor(s) Phone Cell Phone Valuation: $ 940.00 ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 Total Sq Feet: 63 Type of Work: REPLACE 1 EXISTING 9X7 OIH GARAGE D Available Inspections: No of Openings: 1 Inspection Type: Additional Info: REPLACE 1 EXISTING 9X7 OIH GARAGE D Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-11-17-65688 DBPR Fee $2.00 11/27/2017 Check#:4717 $74.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 11/16/2017 Check#:4705 $ 50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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 construction and zoning. Futhermore,I authorize the abov named c tractor to do the work stated. November 27, 2017 Authorized Signature:Owner / Applicant Contractor / Agent Date Building Department Copy November 27, 2017 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(308)795-2204 Fax: (305)756-8972 Inspection Number: INSP-292438 PermitNumber: WS►-11-17-2741 Scheduled inspection Date: December 13,2017 Permit Type:Windows/Shutters Inspector:Riveron,Alexis Inspection Type: Final Owner: KRETZSCHMAR,SUSAN Work Classification: Garage Door Job Address:9880 NE 8 Avenue Miami shores,FL 33138- Phone Number Parcel Number 1132060142370 Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone. (954)942-8550 VIII M I Building Department Comments REPLACE 1 EXISTING 9X7 OIH GARAGE DOOR In ractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-inspection Fee No Additional Inspectionscan be scheduled until re-inspection tee is paid December 12,2017 For Inspections please call: (305)762-+5949 Page 13 of 37 ' a Miami Shores Village ; ( a' 4 c�0 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 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. [O'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP G�Q�(�) �( p CONTRACTOR DRAWINGS JOB ADDRESS: 1 00"0 NE U �C— City: Miami Shores County: Miami Dade Zip: ) , Folio/Parcel#: -3Z0C�-(�1 =z3� Is the Building Historically Designated:Yes NO Occupancy Type: Load: / Construction Type: (�„,F,l000d�ZZoone: BFE:: 2 FIFE: OWNER: Name(Fee Simple Titleholder : L orm I\I l 4�o 111I L( Phone#:-ji5(Ir'q23--log Address: E \//t City: ow/ shoffs State: rL Zip: 05 13 6 Tenant/Lessee Name: Phone#: Email: ®®���� �m���//� /��/' /� �[ (�` ' �j /l CONTRACTOR:Company,Name: tiro DwYS sllllll► ! fL L(� Phone#:g5`1l"�`a,-O�y Address: S YV 54) Coik(4 ? City: h Staa�te: �l� Zip: c3J 6 Jeff 0 Qualifier Name: I l l� y���' ' r1 1 f I Phone#:%j-q%2"gS XJ State Certification or Registration M W 0-3307 Certificate of Competency#: C103t 37 DESIGNER:Architect/Engineer: 4M Phone#: Address: City: State:,, nn Zip: Value of Work for this Permit:$ � Square/Linear Footage of Work: l 3 Type of Work: ElAddition ElAlteration ❑ New 0 Repai /Replace ❑ Demolition Description of Work: e Specify color of color thru tile: II ^\ Submittal Fee$ Permit Fee$ 1 0• 0y CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 60 TOTAL FEE NOW DUE$ ' (Revised02/24/2014) 1. 4'Bondin;Company's Name(if applicable) �-A Bonding Company's Address City State ( I Zip Mortgage Lender's Name(if applicable) ++y l 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;willne approved and a reinspection fee will be charged. Signatu1- ture OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 10 //day of NwQ���S 20 �by O day of t�pN1d1��•�Cs� 20�J by �0��/ll �• )VfL&TZSC'lsLAf who is personally known torm is R= )f/vho is personally known to me or who has produced as m�GC who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: gn: A. Si int: HENRY RAMIREZ al: MY COMMISSION#FF 102369 S a 1: HENRY RAMIREZ :+: *"_ EXPIRES:March 16,2016 +4 #_ MY COMMISSION#FF 102369 BondedThruNeiary Public Undstwriters �. EXPIRES;March 16,2018 ",;vW Bonded Thru iNota y Public Underwriters APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 11/16/2017 Property Search Application-Miami-Dade County 0 n F TH E ,V4 i F �: PROP RTY APPRAISER � s Summary Report Generated On: 11/16/2017 Property Information E t Folio: 11-3206-014-2370 Property Address: 9880 NE 8 AVE ; P y 't i ta€i3sy " Miami Shores,FL 33138-2509 Owner LOREN T KRETZSCHMAR&Wt r � SUSAN x •`l<:" , Mailing Address 9880 NE 8 AVE � MIAMI SHORES,FL 33138-2509 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ € 51 t 0101 RESIDENTIAL-SINGLE Primary Land Use artE fi_t 1� „ •. FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 f' Floors 1 •� Living Units 1 z ',��� 3 =, �Y,, i4i�•^ yt R• III��I� �71�4 i lk�sf ui # Actual Area 2,286 Sq.Ft - Living Area 1,978 Sq.Ft Adjusted Area 2,124 Sq.Ft Taxable Value Information Lot Size 7,969 Sq.Ft 2017 2016 2015 Year Built 1970 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Taxable Value $145,441 $141,422 $140,092 Year 2017 2016 2015 Land Value $239,070 $207,194 $191,256 School Board Exemption Value $25,000` $25,000 $25,000 Building Value $165,077 $166,309 $167,541 XF Value $2,322 2,349 $2,127 Taxable Value $170,441 $166,422 $165,092 $ - City Market Value $406,469 $375,852 $360,924 Exemption Value $50,000 $50,000 $50,000 Assessed Value $195,441 $191,422 $190,092 Taxable Value $145,4411 $141,422 $140,092 Benefits Information Regional Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 - - - -.- Taxable Value $145,441 $141,422 $140,092 Save Our Homes Assessment $211,028 $184,430 $170,832 Cap Reduction -- � Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption Previous Sale Price OR Book-Page ? Qualification Description p $25,000 $25,000 $25,000 03/01/1999 $195,000 18534-0930 Sales which are qualified Note: Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). 12/01/1982 $106,400 11657-0401 Sales which are qualified Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 71 & 15FT ALLEY LYG S&ADJ PER RES 512-70 LOT SIZE SITE VALUE 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: Byilijing Sketch Viewer http://www8.miamidade.gov/Apps/PA/PAOnlineTools/PropertySketc... y.. Miami-Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3206-014-2370 Actual Area: 2,286 Sq.Ft. Address: 9880 NE 8 AVE Living Area: 1,978 Sq.Ft. Owner: LOREN T KRETZSCHMAR&W SUSAN Adjusted Area: 2,124 Sq.Ft. Building Number: 1 of 1 Roll Year: 2017 Previous Next lcc�e e_X tS+l I ON doof, rs­ — ,F GRU tq 17 D 51-7, /2 0 23 4- 5-70 , ur �J U Ir 32 ONE 20 so 6 •••••• ...•so*.. ...... 3 �--�27 • • • •••••• ••••• •••• • ••••• • • •••• so:** • • • • • • •• ••• • GRU : Garage,Unfinished •••••• • •• • COE: Covered Entry • ONE : One Story ; • ; • • •• •;• •••••• Click here to see all Sketch SubArea Descriptions ..• • 611. • •• Generated on: 11/8/2017 Disclaimer: 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 assume no liability.See full Liability Disclaimer and User Agreement.See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp S %04RECEIVED .- z4V4 P,RMIT #: NOV 16 Miami ShCres Village APPROVED BY DATE ZONING DEPT BLDG DEPT � n n SUBJECT i"O CCNIPIJANCE W►M, All FEDERAL S-,ATE ANS Cr ISN '(,iLL_S ArlD RE GULATIONS 1 of 1 11/8/2017, 8:31 AM L-o rm Krt+zS C h n/io r M�arnj Shores FL 33M WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS -,,, a r r, FLORIDA BUILDING CODE 5TH EDITION (2014) DADE COUNTY FLORIDA 175 MPH ENTRIFAMATIC EXPOSURE C EXPOSURE C EXPOSURE _EXPOSURE D Mean Design Pressure Mean Design Pressure Meana'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 I Ne ative Width Hei ht Hel htPositive Negative Width Height Hei ht Positive Negative 8 8 35.2 44.0 8 7 43.2 -54.2 8 8 42.7 -53.4 9 7 35.3 44.0 -9 8 34.9 43.4 8 7 42.8 -53.5 9 8 42.4 -52.6 10 8 15 34.6 42.8 10 7 15 42.5 -52.8 10 8 15 42.0 -51.9 167 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 -49:1 18 8 40.2 -48.2 8 7 36.1 45.3 8 8 P366.2 44.6 8 7 43.7 54.8 8 8 43.2 54.0 9 7 35.7 -44.6 9 8 -43.9 9 7 43.3 -54.1 9 8 42.8 -53:2 10 7 16 35.5 -44.1 10 8 16 -43.4 10 7 16 42.9 53.4 10 8 16 42.5 -52.5 16 7 34.2 -41.6 16 8 -40.9 16 7 41.4 -50.4 16 8 41.0 -49.5 18 7 33.9 41.0 18 8 -40.3 18 7 41.1 -49.6 18 8 40.6 -48.8 8 7 36.5 -45.9 8 8 45.1 8 7 44.1 -55.4 8 8 43.7 -54.5 9 7 36.2 75.2 9 8 35.8 -44.5 9 7 43.7 -54.6 9 8 43.3 -53.8 10 7 17 35.9 -44.7 10 8 17 35.6 -43.9 10 7 17 43.4 -54.0 10 8 17 43.0 -53.1 16 7 34.7 -42.1 �48 8 34.3 -41.4 16 7 41.9 -50.9 16 8 41.4 -50:1 18 7 34.3 -41.5 8 34.0 1 40.8 18 1 7 41.5 -50:2 18 8 41.1 49.3 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 9 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 18 43.4 -53.6 16 7 35.1 42.7 16 8 34.7 -41.9 16 7 42.3 -51:4 16 8 41.9 -50.6 18 7 34.8 42.0 18 8 34.4 -41.3 18 7 41.9 -50:7 18 8 41.5 -49.8 8 7 37.4 -46.9 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 44.1 -54.8 10 7 19 36.8 1 -45.7 10 8 19 36.4 1 5.0 10 7 19 44.2 -55.0 10 8 419 •43.8 -54.1 16 7 35.5 -43.1 16 8 35.1 1 -42.4 16 7 42.7 -51.9 16 8 •• 3 •• 18 7 35.2 -42.5 �18 1 8 34.8 1 41.8 18 7 42.3 -51.1 11 189 • 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 ••• 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 49.: • • 10 7 20 37.2 -46.2 10 8 20 36.8 -45.5 10 7 20 44.6 -55.5 •6N • 8 20 44.2 4.6 • 16 7 35.9 -43.6 16 8 35.5 -42.9 16 7 43.1 -52.4 8 • 42.6 '5f.s••• 18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 -51.6 18 • 8 ••• •4a'.2 0.7 • 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 N* 8 45.3 •• 9 7 37.8 -47.3 9 8 37.5 -46.5 9 7 45.4 -56.7 •6• •• •44.9 46.10 7 21 37.6 -46.7 10 8 21 37.2 -45.9 10 7 21 45.0 -56.0 .6 16 7 36.2 44.1 16 8 35.9 43.3 16 7 43.4 52.8 16 43.0 51.918 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52.0 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 6►.e••• 9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 -57.1 9 8' i•• 5.3 6:2 • 10 7 22 37.9 -47.1 10 8 22 37.5 -46.4 10 7 22 45.4 1 -56.4 8' .2J. 4.9 959.5•0• 16 7 36.6 44.5 16 8 36.2 -43.7 16 7 43.8 1 -53.3 16 8 .3 - 2.3 • 18 7 36.3 43.8 18 8 35.9 1 43.1 18 7 1 43.4 52:5 ii-8 042.9 51.6 8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 -58.48 8 46.0 -57.5 9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57.6 9 8 45.6 -56.7 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 -56.0 16 7 36.9 -44.9 16 8 36.6 -44.2 16 7 44.1 -53.7 16 8 43.7 -52.8 18 7 36.6 -44.2 18 8 36.2 -43.5 18 7 43.7 -52.9 18 8 43.3 -52.0 8 7 39.3 -49.3 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 1 7 24 1 46.1 1 -57.3 10 8 24 45.6 -56.4 16 7 37.3 -45.3 16 1 8 36.9 44.6 16 1 7 1 44.5 1 -54.1 16 8 44.0 -53.1 18 7 36.9 -44.6 18 1 8 36.6 43.9 18 1 7 1 44.1 1 -53.3 18 8 43.6 1 -52.3 8 7 39.6 -49.7 8 8 39.2 49.0 8 7 47.2 -59.2 8 8 46.7 -58.3 9 7 39.3 -49.0 9 8 38.9 -48.3 9 7 46.8 -58.4 9 8 46.3 -57.5 10 7 25 39.0 -48.4 10 8 25 38.6 -47.7 10 7 25 46.4 -57.7 10 8 25 45.9 -56.8 16 7 37.6 -45.7 16 8 37.2 -44.9 16 7 44.8 -54.4 16 8 44.3 -53.5 18 7 37.3 45.0 18 8 36.9 44.3 18 7 44:4 53.6 18 8 43.9 -52.7 Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for v O . .•*''������``••.r Low-Rise Buildings. v •0+ �,,��, t '+• u 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) a *• ••�.,f�,��+^+ • �°,o design pressures shown. JLL ; �'1c++'• +/ s ra 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II. 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. LL LL : zo w 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations d o will result in lower pressures. C1F3 qF { * o 6) For mean roof heights less than 15',use 15'pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. E-' ' ©l= ► oa 165 Carriage Court•Winston-Salem,North Carolina 27105 `+• `'+r•*`* : Phone(336)744-5100•Fax(336)744-5815 '• *+• ?3 www.amarr.com o� FL �••'' •••� �" vN MIAMI.DADE MIAMI-DADE COUNTY i 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) wNvw.miamidade.gov/economy Amarr Garage Doors 165 Carriage Court Winston-Salem,NC 27105 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has 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 expiation 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, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined 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 Heritage& Oak Summit 3000 Insulated Steel Sectional Garage Door up to 9'-0"Wide with Impact Resistant Wind -67.5 PSF) ••• •••••• APPROVAL DOCUMENT:Drawing o.IRC-1209-189-21-I, led"Model#12g4 heritage&.oa&. ••• • Summit 3000 Short,Long,Flush and Oa um s 1 through 4 of 4,d4V0X108/2007„with • revision C dated 10/28/2013,prepared by Amarr Garage Doors, signed and sealed by Thomas L.. ;•••• Shelmerdine,P.E.,bearing the Miami-Dade County Product Control renewal stamp;4*ihe Notice of• ..... Acceptance number and expiration date by the Miami-Dade County Product Control•sgotign. ••• •• •• 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;aged if ttpphcable, installation instruction drawing reference number,approval number(NOA),the applid4ble'test statld4r4, and• • the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's Sitle 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#15-0505.22 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. NOA No. 17-0517.12 MIAMI•DAD,CouN7Y Expiration Date:Septem er ,20 2 FAUN, Approval Date:July 20,2017 07�l3 ?!�1Z Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #14-0414.10" 1. Drawing No. IRC-1209-189-21-I,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 Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA #14-0414.10" 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 FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by l;tyid VV4. Johnson, •••••• YY • • Y • P.E. ...... ...... . ...... Y•YYYY Y • • Submitted under NOA #12-0228.03" •.•... 3. Test report on Evaluation of Painted or Coated Specimens Subj4jv,4 to Co"ve ;••••• Environments per ASTM D 1654 &ASTM B 117,prepared by A rtkitectural.Testing, ..:..• Inc.,Test Report#A7420.01-106-18, dated 04/12/2011, signed'antl•sealed by�oaeph .... • A. Reed, P.E. • Y. YYYY "Submitted under NOA #12-0228.09" ••.•.. 4. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by Americart• est • Lab, Inc.,Test Report#ATLNC 0912.01-11,dated 10/13/2011, signed and sealed by David W. Johnson,P.E. "Submitted under NOA #07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201,Uniform Static Air Pressure 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. a7�P 3�Za t7 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 17-0517.12 Expiration Date:September 6,2022 Approval Date:July 20,2017 E-1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA #12-022$.03; ;••• •; • 1. Test report on Surface Burning Characteristics on the expanded'polyltyrent UL file# 811812. •••••• •••••• F. STATEMENTS 0000 0000' 1. Statement letter of code conformance to the 5`h editi n(2014)PBC3 d of nvfir�sncial•••..w interest issued by Structural Solutions,PA., dated 0 , d and sealtd by •, . . :*00:0 0000.. Tomas L. Shelmerdine,P.E. . . .0000. 00 ft091J3j2ef Carlos M.Utrera,P.E. Product Control Examiner NOA No.17-0517.12 Expiration Date: September 6,2022 Approval Date:July 20,2017 E-2 i tpz" e GA COMMERCIALL4 M MINEXTERIOR SKIOP.FIXTURE ATTACHED V/(012 GA GALV.CNDERCIAL e'10 HALL STEEL ROLLER ARCA DURASAfY */BAKW 6Y PoLYCSTER FIN /Y 3/1•fEX NEAR SCAGVS TOPR0.OR BRACKET V/9'STEM AND N 7/16' O CENTER HINGE ATTACHED T EACI END SThE ATTACHED V/(O 1/4• OLT RETAINER WYD F� V/<4)1/4• 3/4' 146,1,1MRASAFC DJUSTASLC SLIDE!RACKET ATTACHED 4•HEX HEAD SCREWS TNRFADCO FASTENERS IR3I HEAD SGRCVS ROLLER CARRIER ATTACHED 12 GA OURASAFE /(2)1M•x 1/2•IOLT Ala IMS PER BRACKET TO R-TRUSS V/(3)1/4' END HLYGE ATTACHEDNIXEADSCREVS PER.CRAIEIHEX HEAD SCREWS OP SECTION. 5/e'N X 22 G.(33 KSO CFC-FREE EXPANDEDALV.STEEL R-TRUSS O>3 3/8'X 22 GA R TRUSS E'1/BNL STEEL ROLL[R V/9'ST[H PID.YSTYRENEINSLLATIONTTAC)ED(M IDP FIXTURE T (2)1/4'P 3/4'HEl(AERO ATTACHED V/(2)1/4'X 3/4' ARD(D RETAINER USED FOR NUAB ACF) CREWS AT EACH STILE,AND TV HEX NCAD SCREUS PER STILE 3 3/e'2CGR R-TRUSS THREADED SNAE'T3 PCR RIX.LER NBACK SPIN MIDWAY BETWEEN ATTACK V/(2)1/4'X-- ENTER AND END STILE3/4'LEX HEAD SCREWSARCA➢URATAFE AT EACH MWGE MILER CARRIERS ATTACHED END STILE V/N)1/4'x 3/4•YPICAL TOP FIXTURES .0 "' IB:X HEAD SCREWS PER CARRIER -TREp EXPANDED N.LS 3 3/r zeGA R-TRUSS IDLY NOW INSMATIDV TYPICAL DURASAFE CENTER HINGE 1 u DENSITY 2 ATTACH[➢V/<O 1/4'x 3/1' HEX HEAD SCREWS SLIDE LOCK ENGAGES INTO VERTICAL &�•U°w j TRACK DN BOTH SIDES 3/0'MIN (SNAP LATCL DR LOCK BAR CRIINAL.) ATTACHW/(I)IM'x 3/4'HEX HEAD END HINGE SCR^CVS 14 GA TYP]CAL DURASAFE END HIND£/ , PRODUCCREVL4BD t J tl`w#'aY)('m t10 Fkdda O)PER SECTION ; U _ e'MA.STRUT ATTACHED V/ ATS' sUsa 1).& 3 3/0'N X 1?2 GA(33 KSD (C 3/4'X 3/4•HEX HEAD SCREVS A 0 GIAV.STEEL R-TRUSS ATTACHED / AT EACH END STALE CENTER STA. !� V/(0 L4'x 3/4' NO IMrD BACK SSTN I�tWAY BETWEEN t<7 INN HEAD IJL s(2)AT AT EACH CENTER STILE pN0 Ela STILE EMD SIILC,!2)AT THE NW BE KBACK�SKIN?U VA f2) AWni RMx(GuRd BIGE ANDENDSTILE BETV�I I j • MUTTON HAAC(ET • 13 GA ATTACHED V/(4) "A X 3/Y SEC KTABLE 1)ON PAGE 4 FOR HEX RER➢SCREWS (U 2'20 GA(33 KSI) R[CDIRFNDCp SECTION C261GtRAT10N 2 3 Y BALL HTEEL ROLLER W/9•STEN LARGE MISSILE onSINUTT ON BOTTOM SECTION AND(D RETAINER USED FOR On TOTAL SCREWS THREADED SHAFTS PER ROLLER IMPACT RESISTANT TYPICAL BUTTON BRAC KETf A \ BRACKIET x(4)110//4''z 3/4• N.T.& -T 0 IK)(WAD SCREWS PRODUCT RENEWED umcrleh'villim (�� ,x�� TAINCI I aIng with the Florida 8=1ods ougglCode 47i�lMLF7(alla V/COM).BTM sFRJrO. Be Cede SECTION A-A(SIDE VIEW) • NOA-No. 77-0517.12 Fyg Expiration x0910612022 B OES(9PBGB Or w"m DAK SPECIFICATIONS AND NOTES I A RE115EC ROIs 1 1/I/99 i B 4 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL Miami-0 d Product Control TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL IT lPoAD010IBC 1018 Y/5/it JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF C ADDED 9ADYC IPlBtl4 10/LB(IJ INTERIOR OF GARAGE THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: -' „•..' •• ^ rA — MAX.WIDTH 9'0" — +256.5 LBS/FT & -303.8 LBS/FT , V SH ••' �u MAX SIZE g 3.DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED g'x i4' iY : •'• AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. ' DESIGN LOADS '• 0"V~"`{C- 9'D'MAX 4.DOOR SECTIONS SHALL BE 24 GA.(.0276)MIN. EXTERIOR SKIN d INSIDE ELEVATION DESIGN LOADS® ROLLED FORMED,W/BAKED ON POLYESTER FINISH ±8,.5 Psra' �lu. 9879 N.Ts +256.5 L95/FT SEE NOTE 2 5.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. 2'•: *; n �. �• `' f (1)2" 200A STRUT ON THE BOTTOM SECTION E _STA OF 5 S MOULDIN0 6.DOORS OVER(4)SECTIONS REFER TO TABLES 7 AND 2 �� t." ••"����• 3 3/4'NHL (U 2-1/e'X 3-1/e•TOGA /FLDONLE SEAL ON PAGE 3 •• ''T 3l➢ERIxIN BACKER PLATE AT EACS 5'JPPIiED BY INSTALLet) LARGE MISSILE 0 �:A. 3 1 r INTERMEDIATE ANDA HINGE 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED IMPACT NAL. V LOCAnON 20 Ga GALV.STEEL END SYME BY A REGISTRED PROFESSIONAL ENGINEER FOR WHO LOADS RESISTANCE FL A •+.., ATTACHED WITH(2)064�V410•• j4DICf(TED*0N TV i�tAWIN4 JIN ADDITION)TO OTHER LOADINGS scREVS • • i, 9fS•APpRO)(AL j2E(A0IRES THE MANUFACTURER TO DO TESTING • • OFiNLL COIL$UQED JO JA13RICATE DOOR PANELS.UNDER THIS Wi6•x 15/B'LAG • •• iIOT16E OF*C(S&TBAYCE. •4 MINIMUM OF 2 SPECIMENS SHALL BE . SCREW(1)PCR 63 IRON.I)MASATC RULLOR • • UWTFROM B14CH•COI►AND ENSILE TESTED ACCORDWG TO ASTM CARRIER ATTACHED TO T SS 163 CARRIAGE CART WD6'ION-MM M. 21a5 V WAMA e • JAMB BRACKET V/(3)1/4•x 3/4• •• E-641BY MDADB►COYNT>►•PPROVED LAB SELECTED AND PAID BY HEX HEAD SCREVS THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MODEL #1200 HERITAGE 3000 5,"X 22 CA 2-GALV.STECL TRACK MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST MODEL #'1200 OAK SUMMIT 3000 ()1/4-20 x VVIRACX (3 5/B'R-TRUSS) TRACK TMCWESS.OB3' CONT.VERTICAL)AHD 2X8 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED SHORT, LONG, FLUSH & OAK SUMMIT PANELS SPLICE SOLT AND HUT PER se OR sPr FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND e JAMB BRACKET TRACK MOUNTING DETAIL (Ma 2 OR BETTER) • ••• TAn���EEE E STATEM 1HE MANUFACTURER THAT ONLY 98 OU16 BY 9C N DAIC SIN mm WPIR • • �1 H.TJL • • SIL VII YIELD STR TH Of 34,600 PSI OR MORE SHALL BE B GRIM 8? =1 PALE (6A07 IRC-1209-189-21-1 . • • • DD TO AKE OOR ANELS�OR DADE COUNTY UNDER THIS N O TAN Rm 18( •••' • •• 0 AN, 0 WOOD. JAMB ATTACHMENT TO STRUCTURE v X 6 VERTICAL "9 ATTACHMENT TO WDOD FRAME cTRIrTURE S/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 18.0.G(1 1/2'ENDEDMEftn A ILA\Rii IAMB ATTACHMENT TO AAD ESI CONCRETE HILTI a HOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24.O.G Q'.1/2'EMBEDMENT) HILTI.SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 16•D.C.(1 1/4'EMBEDMENT) ITV/RANSET REDHEAD(TRU-B)LT)3/B'X 4'STARTING 6'FRITH ENDS THEN 24'0.G(2 1/2'EMBEDMENT) VERTICJ IAMB ATTACIDIENT TO HOLLOW G-1R BLDC!( SIMPSON 1/4'X 3'TITER SCREWS STARTING 6'FRDH ENDS,USE PAIRS OF FASTENERS (3'APART)AT 8'Or-(1 1/2'EMBEDMENT) HILTI 1/4'X 2-3/4'KWIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS GF FASTENERS(3'APART)AT B'O.C.(1 1/4'EMBEDMENT) URCUTI HILTI SLEE E ANCHOR 3/8'X 2-/'STARTING 6'FRDM-BI ENDS THEN 2PSI0'D.C.O 1/4' EMBEDMENT)()R,USE FASTENERS FOR HOLLOW C-90 BLOCK) -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. xPREPARATA OF WOOD JAMBS BY OTHERS WEY-1 HOLLOW BLOC GRW7ED 8L 14 GA,FLAG BRACKET ATTACHED TD WOOD JAMB STO)CTURE STRUCNRE STRUCTURE STRUCTURE _ V/(3)5/16 DIA,X 1-5/8'LAG BOLTS AND TO - TRACKW/(4)1/4'-20 x S/8 TRACK SPLICE I BOLTS AND NUTS w ......... . 1/2'MIN 2-3 1-I/z•NTN 4- T216 JAMB 3'MIN SPLICE TRACKS AT THIS LOCATION W/(4)1/4•-20 TRACK SPLICE BOLTS k NUTS SECURE TO JAMB NTH(3)5/10'DIA,x 1-5/8' LAG BOLTS PRODUC2'NUIVISRD r0-vb`B wdh Uro Flo" mouUCI'Airmw 90660 C.6 MMU OF MW Ne S Df 2t $dldie6 cwMb uw L'laids •NRB WEII in'llm r. 7 Aoix%; a Bb "IO 7 B L"m 10 PoC IDNDm II/aJll )Bedod COMM C /!AO gAA4C(PDXS 10/11/11 (1)s/Is"DIAL 1-5/6" w°", Pnxlre(Cnnool ... g2 LAG BOLT ATTACHED TO JAMB g ."•ASH •• '" i AT E&JAMB BRACKET § O'z14• .•..... 4Q DESIGN LOADS • � ����' 12 GA.GALV.STEEL +67.0 PSF �����;• ?in 679 ttE) JAMB BRACKETS `� -67.5 PSF 1`o"'i ATTACHED W/(1)1/4"-20 x 5/D" O �3 j]J��12•� •.: !+F% S< TRACK SPLICE BOLT$NUT 3E . 91 ATE OF , ' 5 LARGE Ep •• NAL ,• �4 THROW RESISTANCE tFL '`••...: aN PRODUCT RE*WED • 0 • 2karr arm ! as C—ftinrid wlth''ttip Flo • • • • Building Ye ! NOA-NO. 77917 • • •555 • y 14!EM•fAGF COIIR7 VIRSTDIhSAIEN,NC. VMS WVJMArlLdl f A ; • • • • • MODEL 1200 HERITAGE 3000 Expiration D to 09106/2022 S (TABLE P)ON PAGE 4 MODEL #1200 OAK SUMMIT 3000 JAMB BRACKET SPACING By SHORT, LONG, FLUSH & OAK SUMMIT PANEU Mieml a •Produgt CgVrSl •• • • BE BDGM Bf m- am 04/mp awn Luall TRACK CONFIGURATION FOR 6'6"UP 70 14' TALL DOORS • • • • • • • • • •AVAAAaE>R Doxs 8 DI1tFD BY BD1 DIA DS/ropI IRC-1209 189-21-I • • • •• •BIS• • • 8FE1 2 0r 4 i ••• • • • • 0:6 •• • • '...r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • i i ( I OW 6060 EXTRUDED ALUHINUM38k MAX.DLO IMPACT INTERIOR FRANC (1Q DB X 1'P14LLIPS TOP SECTION V/.975'BRE ON GLASS HEAD SIEETHETAL SCREWS USED TO FASTEN THE ALUHIMIN 1/4'MAKI .POLYCARBONATE INTERIOR FRAME TO THE MANLYACTURED DY BAYER ALUMINUM EXTERIOR FRAME i - HAY DLO ( D C I=-6060 EXTRUDED ALLMNUM 06q�HOTnIELT SEALANT IMPACT EXTERIOR FRAME MANUFACTURED BY BDSTIK LECTICIN B-B IMPACT VD.@OW DETAIL lb-1/8'DLO N.T.S. 433'GLV STEEL INTERI6t DNPAC HDOV FRANC tD-S/'DLO A33•GALV STEEL E%TERI ACT WINDOW FRAME V/u'BITE ON GLASS 3. II 5A TOP SECTION OLRU�% N��,UEC @1 27 GA.STEEL MMR SKIN AT NNW& 24 GA.STEEL DOOR SKIN a S K'O ANNEALED aAss IMPACT GLAZING FASTENER DETAIL STMAN PVB INTERLAYER N..& CLEM AN' "I"D GLft. GLAZING MEETS ASTM E1300-04 ACTURE,RT GUARDIAN SUREDIND SB-190 STRUCTURAL AIWES11 IMERMEDIATE SEC710N 5B A6PIN V- 9'EXrRUD IVC INTERIOR DECORATIVE WINDOW FRAME REY RSCRM OF ICAM DAT[ A RCI4SFO NOt<8 In�19 T 2 9/16'X L2'SCREW D TO FppSSTEH THE$TEEEEL OR IMP,LCT VINDDV FRANC TO B ODA10 AfDG AIB II/5/II THE STEEL WTEMOR IMPA VINDDV FRAME. 111/64'%1/2'SCREV-USED FASTEN DECORATIVE PLASTIC n]LDCO C AM aM IPIIYS 10/A1/I3 WINDOW FRANC TO THE ASSEMBL j SECTION C-C IMPACT WI W DETAIL ' ± N.T.S. �. �SH, ,••y�,- •�� AL SHORT PANEL GLAZED SECTION R-TR V x OESIGN LOADS :• :'J~•"�''•�•VVI�(;� 5�,. +57.0 PSF •`&'r ~ O. 679 ..•:1" � . E1C PAODr MAVISPD -67.5 PSF <. �oaaplyiaB WMh ma FTadAR W1(4R/4- 3/4' LX FED' � j '� MMEAD SCREWS a 3 5 /D'22GA.R-TRUSS ATTACHED V/(2)1/4' BB LARJ 3 S/ 22 GA R TRUSS x GE MISSILES ATT V/(2>U{•X 3/f• 3/4'HE%HEAD SCAEVS IMPACT € •,• ... L•• 17 AO SCREWS PER STILE AT EACH CENTER STILE RESISTANCE LI • •• •• • • • •• f L 1 j PRODUCT RENEW • • • • • ••• • PRODUCT levi" as complying with the Florida • • • • • • • dcomplyingwilhg•yI.m1 Building Code •• •• °•• • • • •• 0641 o.& I49 CMtlD COURT WINSTON-""M,HC. 27"S V W.Al1AKK.0011 1 NOA-No. 17-0517.12 R-TRUSS SPACER AoxtTBlaoD NBL�. 1a MODEL 200 HERITAGE 3000 I F�(ptratlon ate 09/06/2022 R.-TRUSS SPAC (7 By IR-T 1!SS SPACER 5A MODEL . 0 OAK SUMMIT 3000 ANE RY SHORT, LONG, FLUSH & OAK SUMMIT P • • TRUSS SPkER { Mlamt- a Product Control • T.S. } • •:• •:• ProAstCmk01SE I �A, DWI DAR a�� OWHEM • • • J • • B1 MO BY R1 DATE 05ft T IRC-1209-189-21-1 • • • • ••• • •• • • Vol 0 • 0•• • • ' ' . ' TABLE I TABLE 2 DOOR SECTION HEIGHTS DOOR TRACK ATrACHMENT ISPLrE 02 110 Joe 114-12Z 1W 146- 160- 1 IN 13-114-127-138-146-156-168-178.188- 100 ALL TRACK ATTACHMENT SPACIkG+/-r ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY PRODUCT RENEWED as complying with the Florida A ROM IVF I cer Building Code NOA-No. 17-0517.12 Expiratl 0910612022 1"m Miami-Vapilo Product Control V,SH let NCEN4 DESIGN LOADS LARGE MISSU IMPACT *a: Na to Ift CMU�Coal WIMT—ALEK ftI*ww-W0bl7 MODEL #1200 HERITAGE 3000 MODEL #UOO OAK SUMMIT 3000 $a mmwm I mm 01 stj DAY 00610 | | /°°° ° °