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WS-17-1621 iRf 1 perrrirt N(? 41 , Miami Shores Village �� '' e�att T}� �nCt� t> �"'' �,. 10050 N.E.2nd Avenue NE -1 Cf *6oW., �tt'2t D Miami Shores,FL 33138-0000. k ita�is AES ��t RLD�c Phone: (305)795-2204 g , � E• t e to 71 X01 , Expiration: 1201 Project Address Parcel Number Applicant 1019 NE 104 Street 1122320290130 JAMES ALVAH BAY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JAMES ALVAH BAY 1019 NE 104 ST MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 1,377.00 ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 Total Sq Feet: 112 Type of Work:REPLACE 1 EXISTING 16 X 7 GARAGE DO Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-6-17-64361 DBPR Fee $2.00 07/12/2017 Check#:4461 $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 06/21/2017 Check#:4439 $50.00 $0.00 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 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 nd zoning. F ermore,I authori he a ove-flamed contractor to do the work stated. July 12,2017 Arized Sign to :Owner / Applicant / Contractor / Agent Date rb Building Department Copy July 12,2017 1 L Miami Shores Village RECEIVED Building Department , JUN 212017 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 2014 BUILDING Master Permit No.WS,I - I(110yi PERMIT APPLICATION Sub Permit No. OfUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP 77�� , f`i' CONTRACTOR DRAWINGS JOB ADDRESS: l O L=1�� GJE I V S-�',°a p City' Miami Shores County: Miami Dade Zip: 136 Folio/Parcel#:l 1'Z�Z"D 2°I -O/,3U Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FF E: OWNER:Name(Fee Simple Titleholder)domen V01y ve Phone#:q0c"Z 15- 90 07 Address:` Ol i 6q7/�& I City: KI-0-ml ShoreS State: FL— Zip: 3513X Tenant/Lessee Name: tj b4 Phone#: Email: /� 1 CONTRACTOR:Company Name: 1i-oA L LC Phone#:�q / L42_A5U Address:[551 SV1`1 5V f a U rf City nU I ` State:p EL- Zip: 'r3 bw Qualifier Name: L n n lS //���///1((\� cc�22 U I Phone#:��/n1`��["��122�Z"tS J JTv State Certification or Registration#:l�'�NIM)3_1 Certificate of Competency#: e-0,3313 7 DESIGNER:Architect/Engineer: I Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: 1 Z Type of Work: ❑ Addition ❑ Alteration ❑ New EfRepa' /Replace ❑ Demolition Desc iption of Work: C t I LY I S+) rLa L9 V o0✓ Specify color of color thru tile: Submittal Fee$ Permit Fee$ It 0, CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ y ' �® (Revised02/24/2014) s •v Bonding Company's Name(if applicable) A Bonding Company's Address City State / Zip Mortgage Lender's Name(if applicable) W 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 reins errfee witFbe charged. Signature Signature JI� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1_day of —\% 20 l- ' by day ofi,�p. 20 La by who is personally/known to S R6�I—fll w to Te or who has produced as me�o has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: P,PV.a•, Seal' = HENRYRAMIREZ S =�:' .: MY COMMISSION#FF 102369 r: «� MY COMMISSION#FF 102369 rt 'o EXPIRES:March 16,2018 EXPIRES:March 16,2018 '.�,:• ':�• fc`: ud °•' Bonded Thru Notary Public Undervrt tens .1, Bonded Thru Nutaiy Public Underwriters APPROVED BY //Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Te,.nno 9 I�q - � q 2- �/S S 0 Property Search Application- Miami-Dade County Page 1 of 1 OFflCE OF THE PROInEiRVY APPRAISER Summary Report Generated On:6/21/2017 Property Information Folio: 11-2232-029-0130 �� '. ' Property Address: 1019 NE 104 ST Miami Shores,FL 33138-2655 Owner JAMES ALVAH BAY JR Mailing Address 1019 NE 104 ST MIAMI SHORES,FL 33138-2655 PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds(Baths/Half 3/3/0 Floors r Living Units 1 � y , Actual Area 2,743 Sq.Ft f ' '', �"", h. ' N y� 1_ Living Area 2,302 Sq.Ft Adjusted Area 2,522 Sq.Ft Taxable Value Information Lot Size 11,610 Sq.Ft 2017 2016 2015 Year Built 1952 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $408,892 $399,454 $396,330 Land Value $621,510 $348,009 $318,933 School Board Building Value $211,091 $212,794 $214,496 Exemption Value $25,000 $25,000 $25,000 XF Value $29,149 $29,531 $20,170 Taxable Value 1 $433,892 $424,454 $421,330 Market Value $861,750 $590,334 $553,599 City Assessed Value $458,892 $449,454 $446,330 Exemption Value $50,000 $50,000 $50,000 Taxable Value $408,892 $399,454 $396,330 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $408,892 $399,454 $396,330 Cap Reduction $402,858 $140,880 $107,269 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 07/01/2001 $475,000 19792-3415 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 06/01/1997 $240,000 17701-3355 Sales which are qualified School Board,City,Regional). 12/01/1990 $200,000 15354-3154 Sales which are qualified Short Legal Description EVENINGSIDE PB 44-53 LOT 13 LESS E60FT&LOT 14 BLK 1 LOT SIZE 90.000 X 129 OR 19792-3415 07 2001 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/21/2017 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 SW 5TH CT POMPANO BEACH FL 33060 Congratulations! With Ihis license you become one of the nearly _ one million Floridians licensed by the Department of Business and STATE OF FLORIDA Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque DEPARTMENT,OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFES;�IO ,REGULATION CBC033137 ' :08/24/2016 Every day we work to improve the way we do business in order to serve you better. For information about our services, please to onto www.myfloridalicense.com. There you can find more CERTIFIED By information about our divisions and the regulations that impact ROMANELLIi,P r{ '! you,subscribe to department newsletters and learn more about ALLIED"DOO S y C the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate ` Fairly.We constantly strive to serve you better so that you can ' serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the.provisions of Ch.489 FS. and congratulations on your new license! Expirationdate:auc 31,2018 L18082400o2236 DETACH HERE __....._....._....._................... ... ...._............._....__......_.............--.._.............................._........_._ . . ................................................................................ RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY .STATE O °FLaRIQA, DEPARTMENT OF BUSIESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD C86033137 f {" The BUILDING CONTRACTOR Named below IS CERTIFIED I , Under the provisions of Chapter 489 FS. Expiration date:. AUG 31, 2018 � 4 a k 16 ROMANELLI,DENNIS M ALLIED,DOORS.SOUTH���,YLLC e . 1'54 51N 5TH CT' �-*, POMPANOQf::ACIi , m. krntI r`•+Sir 1 `r I- . aul ' i .. "SEQ# LT608240002236 ISSUEt5' i 4%2 '� tSPL S ��� BUSINESS:T 115 S.Andrews Ave., Rm.A-100, FL Lauderdale, FL 33301-1895—954631-4000 VAUD OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 DBA: Rweipt#:180-15886 Business Name:ALLIED DOORS SOUTH FLORIDA LLC Business T Q� CMR tn3IIi Y } ype:CONTRI Owner Name:DENNis M ROMAKELLT Business Opened:10/01/1993 'i Business Location:151 SW 5 CT StatdCOunty/CefNR":CHC033137 POMPANO BEACH Exemption Code: Business Phone:954-942-8551 Room Seats Employees Machhres Pfofessionals 10 For Vei Buiiii1mme Only Numbu of Machtnes: Veruhng Type: Tax Arr►ount Transfer Fee NSF Fee Penefty► Prior Years Col on Cost Total Paid 27.00 0.00 0.Q0 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is F non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name Inas dmnged or you have moved the business location.This receipt does not indicate OW the business Is legal or that it is in compliance with State or lax d laws and regulations. k= Mailing Address: ALLIED DOORS SOUTH FLORIDA LLC Receipt 9010-15-00003891 151 SW 5 CT Paid 09/19./2016 27.00 °. POMPANO BEACH, FL 33060 A�Ro® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYY11 9/1/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Linda Sweet NAME: Tequesta Agency, Inc. dba PHONE . (561)245-8388 1 plc No: Tequesta Insurance Advisors ADD HESS:lsweet@tequestainsurance.com 218 S IIS Hwy 1, Ste 300 INSURER(S) AFFORDING COVERAGE NAIC# Tequesta FL 33469 INSURERA-Colony Insurance Company 39993 INSURED INSURER B: Allied Doors South Florida LLC INSURERC: 151 SW 5th Court INSURER D: INSURER E: Pompano Beach FL 33060 INSURER F: COVERAGES CERTIFICATE NUMBER-CLI682314446 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY MH OCCURRENCE $ 1,000,000 DAMAGE TO 11N I U) A CLAIMS-MADE ❑R OCCUR PREMISES EaEoccurrence) $ 100,000 103GL000072603 8/30/2016 8/30/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ]JET 0 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAR R OCCUR EACH OCCURRENCE $ 3,000,000 A X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ n/a XS169667 8/30/2016 8/30/2017 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached K more space is required) State of Florida - Contractor's License #CBC033137 Garage Door and Garage Door Openers - Installation and Service. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE � p Mark Kasten/LSWEET G^�fa�—cam ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 igw4m 1 Building Sketch Viewer http://www8.miamidade.gov/Apps/PA/PAOnlineTools/PropertySketc... Ike Miami-Dade County Office of the Property Appraiser Building Sketch Viewer � ,`G•�� J � Folio: 11-2232-029-0130 Actual Array �� 7/43 Sq.Ft. Llvi g Area: J'' 2 302 Sq. Ft. Address: 1019 NE 104 ST n s., Owner: JAMES ALVAH BAY JR F Adjusted Area: 2,522 Sq.Ft. �i � ,,. i Building Number. 1 of i Roil Year: 2017 Previous Next F'7 . �2 ONE, —21 10 .e 21 GRU 1 I" 13 1 to "I p�t11 LA_ � • ONE:One Story • GRU : Garage,Unfinished Click here to see all Sketch SubArea Descri tions Generated on:6/7/2017 Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roil.This website may not reflect the most current Information on record.The Property Appraiser and Miaml-Dade County assume no liability.See full Liability Disclaimer and User Agreement.See full disclaimer and User Agreement at http://www.mlamldade.gov/Info/disclaimer.asp 15- Wes WITH ALL FFRFRAL 1 of 1 6/7/17,9:57 AM Jans )SJ C- J �'t � � l �'� S�- 1�l C�vU 5h, s (� 3313 5 WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS FLORIDA BUILDING CODE 5TH EDITION (2014) DADE COUNTY FLORIDA p D" 175 MPH ENTRFAIATIC 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 Hoof Door Door Roof Width Height_Height Positive Negative Width Height Height Positive N alive Width Height:Height Positive Negative Width Height Height Positive Negative 8 7 35.6 44.7 8 8 35.2 44.0 8 7 432 54'c2 8 8 42.7 53.4' 9 35.3 -44.0 9 8 34.9 -43.4 9 7 42.8 -53:5 J 8 42.4 52.6 MIT=Wl ml 10 8 15 34.6 -42.8 10 7 15 42.5 -52.8 8 15 42.0 -51.9 16 7 33.8 -41.0 16 8 33.4 -40.4 16 7 41.0 49:8 8 40.6 49.0 18 8 33.1 -39.7 18 7 40.6 -49.1 18 8 1 40.2 1 -482 8 7 36.1 -45.3 8 8 35.7 1 -44.6 8 7 43.7 -54.8 8 8 43.2 -54.0 9 7 35.7 -44.6 9 8 35.4 -43.9 9 7 43.3 -54.1 9< 8 42.8 -53.2 10 7 16 35.5 -44.1 10 8 16 35.1 -43.4 10 1 7 16 42.9 -53.4 10 8 16 42.5 -52.5 16 7 34.2 -41.6 16 8 33.9 -40.9 16 7 41.4 =50.4 16s 8 41.0 -49.5. 18 7 33.9 -41.0 18 8 33.6 -40.3 1 18 7 41.1 -49.6 18 8 40.6 -48.8 8 7 36.5 -45.9 8 8 36.2 -45.1 _8 7 44.1 -55.4 8': 8 43.7 -54.5 9 7 36.2 -45.2 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 1,0 8 17 43.0 -53.1 16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 =50.9 16 8 41.4 r:-50.1 18 7 34.3 -41.5 18 8 34.0 -40.8 18, 7 41.5 1 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 5511 9 7 36.6 -45.8 9 8 36.3 -45.0 9' 7 44.2 -552 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 -5415 l0 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 1 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 -45.7 �t8 8 19 36.4 -45.0 10 7 19 44.2 -55.0 10 8 19 43.8 54.1 16 7 35.5 -43.1 8 35.1 -42.4 16 7 42.7 -51.9 16 8 42.3 51.0 18 7 35.2 -42.5 8 34.8 -41.8 18 a' 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 -562 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 8 42.6 51.5" 18 7 V36.2 43.0 18 8 35.2 42.2 18 :' 7 42':7 «51.6 18 8 42.2 =50.7 8 7 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 8 45.3 -56.6, 9 7 -47.3 9 8 37.5 -46.5 9 7 45.4 -56.7 9 8 44.9 55.8 10 7 21 46.7 10 8 21 37.2 45.9 10 7 21 45.0 -56.0 10 8 21 44.6 55.1 16 7 -44.1 16 8 35.9 -43.3 16 743.4 -52:8 16 8 43.0 :-51.918 7 -43.4 18 8 35.5 -42.7 18 7' 43.0 52.0 18 8 42.6 -51.1 8 7 -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'I 8 43.3 -52.3 18 7 36.3 43.8 18 8 35.9 -43.1 18 7 43.4 -52.5 1.8' 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 38.6 -48.2 9 8 38.2 -47.4 9 7 48.1 -57.6 9 8 45.6 -56.7 10 7 23 38.3 -47.6 �18 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 8 36.6 -44.2 16 7 44.1 -53.7 16 8 43.7 -52.8 18 7 36.6 -44.2 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 1 7.3 10 7 24 46.1 =57.3 10:' 8 24 45.6: 56.4 16 7 37.3 45.3 16 8 36.9 1 -44.6 16 r. 7 44.5 -54.1' 16' 8 44.0' 53.1 18 7 36.9 -44.6 18 8 36.6 1 43.9 18 7 1 44.1 -63.3 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 r168 46.7 -58.3 9 7 39.3 49.0 9 8 38.9 -48.3 9 7 46:8 58.4 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' 25 45.9 -56.8 16 7 37.6 -45.7 16 8 37.2 -44.9 16 7 44.8 =54.4 443 -53518 7 37.3 45.0 18 8369 44344.4 -53.6 43.9 52.Z Notes: 0 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for °tN ,•*"' °'•. `� Low-Rise Buildings. v ••' `,, •°' au 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) +�.. . °+� d design pressures shown. w E 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II. LL •� ��` ��c °• ,rte • s c 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. W ; �`+ , + !!v 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations a N 09 00 will result in lower pressures. 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 o ; ; ST © ► °v 165 Carriage Court-Winston-Salem,North Carolina 27105 � °•+ °`**++•`' : " 15 Phone(336)744-5100-Fax(336)744-5815 '+i •* 2 www.amarr.com to FL �'*wti.r..•�**°�• a� f , 1/10 �0 M IAM I•DADE MIAMI-DARE 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.miamida& oyteconomv Amarr Garage Doors 125 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 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, 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. REX 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 950 Heritage&655 Oa 000,2000 Steel Sectional Garage Door up to 16'-0"Wide(DP+45.8,49.3 PSi� APPROVAL DOCUMENT:Drawing NC-9516-169-26, led"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long, it Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Tomas 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 i-evises NOA#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA �15-05K�� MIAMMADE COUNTY Expiration M. Approval Date:July 16,2015 D?�t�120a Page I I r Amarr Gara a Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.08" 1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24 I GA) 1000, 2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3.dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS "Submitted under NOA #13-0503.08" 1. 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 No.C5463.01-106-18,dated 04103/2013,signed and sealed by Gary T.Hartman,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 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-1311, dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E. 3. 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 along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.03" C. CALCULATIONS "Submitted tinder NOA #13-0503.08" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L.Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,signed and sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.03" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51 editn(2014)FBC no financial interest issued by Structural Solutions,PA.,dated 04/08/201 , - ed by mas L. Shelmerdine,P.E. D? !4 1S arlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.13 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 R'10 BALL 7'16 GA END CAP VENit STEEL HURRICANE 140&WIRASAFE TDP FIXTUROLLER V/B'MR$YEN 8 CENTER MME ATTACHED V/(4)V4'x 3/4• 0A FLAG&RACKET ATTACHED T111(mD HJAMB EX READ CK_ IE CA CmD1 MAL YY/L'O 9/1b DIEL X 1-9/8'LAG BOLTS AND TO ADJUSTABLE ROLLER CARRIER T"' FI%TIatE ATTACKED V/ 70ACK V/<4>V4'-iM x 11/D 1RACK SPLICE ATTACHED V/(D 1/4'x l/E• 7.16 GA END CAP mane (A V4•x 3/4•HS%1 I D BOLTS AND NUTS I2 GA GALV.CGHMERMY 6 HIT PER BRACKET -- TOP AND BDYTUN F _ SCREVS ADJUSTABLE SLIDE TOP ROLLER BRACHRAA(Er ATTACHED v/(D ATTACHED Y/N)1/ 0 1/1:'ISA R-TRUSS ATTACHED t/4'x i/N SOLT AND NUTS 3/4•MEX HEAD SCRY/(B)V4'x 3/4'PTR BRA '' HEX HEAD SCREWS ATEACH MITER STILE 24 CA,iW EXURVIR BIO( 1RACK4 AT ES •tx/BAKED ON POLYESTER FINISH 21/1-20 TRACK SAUCE ROLA1 �Jy TO JAWe WIH(3)b/IB'OA x t-D/S' lA0 BOLTS SCE(TABLE D ON PAGE 3 F(»t E CENTER HIND£ RECOMMENDED SECTION COMFIGURATIGH 'E 1) EM D(0.x(-6/B• A uo ear ATTAUEo TO JA1® AT E&JAM BRACKET PER SECTION 1 T STILE STIFFENERS CJ) f2 0&ouT STEEL O1 TDP SECTIIIO NES E(S) G ATTACHE M/Sf)1f1-20 RRACKUS (701) N TRACK SPICE Ry R HUT OF LES FOR STRU 2 3 E RA OLIRM.fTO STRUT F THROUGH ABLE W ON PAGE 3 TYPICAL STILE STIFFENER(, T BRACKET SPACING RAL a ILYA v PAM STEEL R-T TRAD GURAMONN FOR d'B'UP TO 14'TALL DOORS V/4D 1/4•x 3/4•fE%HEAD REFER W TABLE 4 ON PAGE 3 SEE CrANX U ON PARE 3 BCREVS AT EACH END STOLE FLLR STILE PLAAZWS FOR STRUT—No S A EACH CENTTER WAD 16'-0'MAX 13 1460.WRASAFEROLLER INSIDE ELEVATION (D 3•BONA SYRUTS ATTACHED V/ CARRIERS ATTACHED TO R-7RIRS H.T.S. (S)V4•%3/4' Y/(D V4'x 3/4'IEJ( 14 GA DURASAFE IE%IEA.SCREWS WAD SCREWS PER CARRIER END MM ATTACHED STHDo _KD AND CENTER � OESf�WiOFR � V/(B)1141 x 3/4' a-to Bat.t.STEER HEX NEAR SCREWS CONT,STEEL RETAINER 1 A ARE8S1101102001)DC tCILEHhPDSRiTD OB(IIIE 7V0(2)ROWS OF Y/BOTTOM SEAL 14e&WRASAFE B tHDYmTolec2ao {D/IB/R DRC V/9'STEN ROLLER CARRERS ATTACHED MALSBIlEE9 S22 IEC ES 'n• G RT9)SMWWIIHgC101 02(0!/(3 WA TG END STYLE V/(W 1/4'x 3/4• }^--'"'""'—{1 - 1I�G p)•�A-A(SIDE VIEYn HEX READ SCREWS PER CARRIER I ���Yh941fOHiE1F7aaidl PitWUCi'ARVWRIY 11 Vo " `,,�pElS tlrrrre A SLIeE LGCK ENRAGES INTO VFRTICW. atam10tyt1sa•IdH(4 FIarYh DESIGN LOAD 1 oa0.0�)4:••'•�L+v/�C TRACK DN amx SIDES TYB•ION ( IBrRGB(i0161 +45.0 PSF $$$$111Riii e%\S,.."'GENS'••,'j'p�� g B 1/2%x to GA. W a �R° ixmvAl(iln iAcx vil�D v CKx ,j tE :`ZO':'\• F •�� e UPTIUNAI.VENT DETAI No '�-,SO •0 -aaa P e 8 R-IRUS4S)xATTACHED V/( f 314-HEX HEAD SCREWS BJ I(� . g m��' 00405 9 scam hGdealCollydl ga„TY; r• TYPICAL DURRSAFE END HINIX f, M•S1HI dual n.p� jy'J I I�WO i����L a STATE OF yr gSSqlli{{�� BO GA GALV.STEEL END STILE 9/16•x 19/B'LAO LARGE A05SLE P��•• Q..`'���� 3 9/4•NIR (WPPUEO BY INSTALLER) ATTACED WITH C)TON-L-LDC (D PER DAPACT O�•'•�•� �•,,•'Gi `,•. TO D00RS SKR AND tD JANa 11RAdEi 7.18(N END CAP S£NRD -] \p \ SIDEROOtf I`� TOB-L-LOC AT THE TOP AND 3•EOiA S1RUT II'AND)IOTYOH FIXFURES RESISTANCE N QSjSSjQI.' •��`,�� 3 O)Be GA CENTER SMILES Ba ON RAO. ATTACHED W/ 8H FL �IrrrO;e�T'48��� yp ATTACHED WITH UD @)V4'%3/4' .. .. F 9 TD((-L-LOC AT THE 7GP A1NI 0)7/11'OA (EX,EAB SCREWS LARGE M I S S L E VVITION RATIO AMP )NTERIOR FACE P HTM�IIT[RO' AT END ANO STILES TM - - IMPACT RESISTANT 2k`e.:r ...-.''"`":: .. :. .....; • r 169 CARRIAGE CWRY V(HSTON-SNEM,NC SNOB LNVAMAIE.WM w to00.2000 OALV.SHEET.TRACK DO RHBl2A0B 26 10 STEEL HIN L BOTTOM"j,1 BRACKET 3f4l HED AIODBL 800 OAK BUN6IIT(PA OAS 1000,EOOD ... .. 7!NBCWFSS. R Y/0•NR STEN V/C)I/4'X 3M' 8)IOH71 WNO,17A)SH,AN OAK 8U)Al4'I'PANELS �1 J ,� REX READ SCREWS D V4-$D x AND TRACK S VE71 X IB 0A.(S' IINFRN 0, PON! moot ou m o)� wAs IAEA SPLICE 1lOLT AND NUT PER R-1RUSSy (No.2 OR BEi1FR) JAMS BRACKET TYPICAL BUT BRACKET 4 9 Ower PR Diff olpUal IRC-9516-169-26 TRACK MOUNTING DETAIL H.T.S. aar I a 3 SPECIFICATIONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF. +366.4 LBS/FT & -394.4 LSS/FT 3.DOOR AND HARDWARE VALL BE DESIGNED,MANUFACTURED AND INSTALLED V47H STANDARDS AS SET FORTH BY DASMA. 4.DOOR SECTIONS SHALL BE 24 GA(.0218 MIN.EXTERIOR SIGN ROLLED FORMED,W/BAKED ON POLYESTER FINISH INTERIOR OF GARAGE B.DOORS UPTO 7'0•HIGH CONSIST OF(4)SECTIONS AS SHOW USE(1)8 1/2•R-TRUSS PER SECTION&(2)3.ZOGA STRUTS AT BOTTOM SECTION MAX.VADTH 16W 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 ON PACE 3 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR VW LOADS DESIGN LOADS INDICATED ON THIS ORAVANG IN ADDITION TO OTHER LOADINGS +386.4 LBS/FT SEE NOTE 2 & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING -3&L4 LBS/FT OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH 000.AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS VATH CONFIRMATION THAT THE SPECIMENS WERE � E,M.y \, SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION 1PRODUCTRAV44M h�FT1>t(de �ODU7:1'NRIV1381} FACIUTIES AND A NOTARIZED STATEMENT FROM THE o YbTitalmtlleFiatN� MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF awwwsom* MdI dc* DADE COUNTYY UNDEER THIS NOOTTICE OF TO IEPTANCE DOOR PANELS FOR _ um �g ►R�n a lkadlst e/M' " PIod1K'1 0 1 BLY D'9gtPlgl O'RB%%11T Ion lay WOOD JAMB ATTACHMENT TO STRUCTURE " mm=13ww'mma&maw AAIlm m B lumlowso 10/16/11 In P X b VERTICAL JAMB ATTACIMT TO VJDDD FRANE C HOD SfRRW BAE}1gCR01 07�OI/D RR b/16'%3'LAG SCREVS STARTINU b'FROM ENDS T 12'0.G C!1/2'EMBEDMENT) MAX SIZEIII M ITV/RAMSET RED AD(TRU-BO GmRj3 11 fell X��4•S7ART STARTING 6'FS 61 FROM�1 ENDSEM I21 TWA 22'RIC.(EMBEDMENT)ENBEDNENT) DESIGN�LOA 14' �, 1 SH�C� +4a.8 PSF E °°°� Q5•'C•�E fU S.Fj�f too a SCREWS"ARTA&6'F ENO, -49.3 P9F �R °°Q •V\ �•. /2Aie (3'APART)AT 8.OC.(1 l/2'EHBEDIIENT) ^•�. F i Z HILTI 1/4'X 2-3/4'KWIK-CON IN SCREVS STARTING 6'FROM CM,USE PAIRS OF g a R+� 0048 N FASTENERS CY APART)AT 8.OC(1 1/4'EMBEDMENT) a HO.TI SLEE ANCHOR 3/e•X E-3/4'STARTING 6'FROM ENDS THEN 14.OL(I 1/4' EMBEDMENT)OR,USE FASTENERS FOR HOLLOW C-90 SLOW BTATE OF •4./tUe_ LARGE MISSLE v q RI.AUS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH NGUNT NG SURFACE. IMPACT J1ae n�'e A� P,•'"^.�°° i XPREPARATION OF VOOD JMD)S BY pOCrS•l�R\�••C9\�°, ODD CONCRETE HOLLW BLOCK RESISTANCE FL°30o°sO�I SS STRUCTURE STRUCTURE STRUCTURE GROUTED BL STRUCTURE 10 CABWAR C"T VBISIGN-TAUS,= 0105 VWAMAJU B i V'2•HIN 2-3/9't491 1-II2'MIN 41 MODICL 950 NXIMACK(24 CA) 1400,200 NOWL m OAK SWGUT A 4 G)SUoon, 2000 JAMB SRI MW 9 DU MIE 03/17/0 DRAR80NA41ER AVAILABLE TRACK ATIONS OM BT AIF DME 03/14/03 IRC-8516-169-26 N.T.S. SRT 2 Q 3