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WS-17-3026Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-12-17-3026 Permit Type: Windows/Shutters Work Classification: Garage Door PermitStatus: APPROVED Issue Date: 1/11/2018 Expiration: 07/10/2018 Parcel Number Applicant 274 NW 92 Street Miami Shores, FL 1131010331280 Block: Lot: DANIEL MAFRA Owner Information Address Phone Cell DANIEL MAFRA 274 NW 92 Street MIAMI SHORES FL 33150- 274 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) Phone GARAGE DOOR SOLUTIONS CORP (786)546-2879 Cell Phone Type of Work: REPLACE EXISTING 8X7 GARAGE DOOR No of Openings: 1 Additional Info: REPLACE EXISTING 8X7 GARAGE DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $110.00 $9.00 $0.80 $124.60 Pay Date Pay Type Invoice # WS-12-17-66017 12/28/2017 Credit Card 01/11/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 74.60 $ 74.60 $ 0.00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVJf: I certify that all the construction,Qnd zo i g. Futhermor I auth regoing information is accurate and that all work will be done in compliance with all applicable laws regulating rize the above -named contractor to do the work stated. Authonz d Signature: Owner / Applin/ Building department Copy Contractor / Agent January 11, 2018 Date January 11, 2018 1 v.,V) y.� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION (UILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL Ej PUBLIC WORKS JOB ADDRESS: a-1' ry W a S -l- ❑ REVISION RECEIVED DEC 282017 CAP 541 FBC 20IH Master Permit No. V vS Fl — g02CP Sub Permit No. ❑ EXTENSION El RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Follo/Parcel#: I —31 o I— 0 3 3- a a 53 o Miami Dade Zip: '3 3 1 go Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): DcAni M c -t'r2 Address: an 4 NW 9 c) S-* City: CUM i Sh 0 r e S State: F L Zip: 3 3 150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CarC� 9-e Door So U+; of C(13 . Phone#fl0 (a 5416 07431C1 Address: ,0(843 N W as S+ FFE: Phone#: City: rGt Qualifier Name: -TV an State: Mrt+ 1 t -e State Certification or Registration #: 13 85 00 I 0 DESIGNER: Architect/Engineer: Phone#: Address: City: State: (^ L, Zip: 33 I- a Phone;:18 (v5L1 Co ( `a-) l Certificate of Competency #: Zip: Value of Work for this Permit: $ 0 q I • 81 Square/Linear Footage of Work: Type of Work: El Addition ❑ Alteration ❑ Newel, / Repair/Replace CI Demolition Description of Work: I p ICIC G `e71: S"?i ✓1 G v >(? I 0 at- a Te c /O o r" Specify color of color thru tile: Submittal Fee $ Permit Fee $ l„I V ` 00 Scanning Fee $ Radon Fee $ 2 o0 Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ R • GCS CCF $ CO/CC $ DBPR $ 6) Notary $ (Revised02/24/2014) • Bonding Company's Name (if applicable) Bonding Company's Address City State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address / City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT Theforegoing instrument was acknowledged before me this (o day of De ej''i &f , 20 17 , by .9.01//6Z /212,% who is personally known to me or who has produced //dt1 /64i6 D 7S'da''(-0 as identification and who did take an oath. NOTARY PUBLIC: Sign: % ifi Print: )bf6rP.S f• I Seal• DOLES RODRIGUEZ MY COMMISSION Ii GG 159091 EXPIRES: November t2, 2021 Bonded non, Notary Pwic Unde,witere *********s.... , .... , APPROVED BY 211 CONTRACTOR The foregoing instrument was acknowledged before me this _e.0 day o p -��h, 20 `7 , by , who is personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: Seal: �!J O (9 / d/ DOLORES RODRIGUEZ MY COMMISSION * G0 :59091 EXPIRES: Novemar t7, 2021 *44***********01 *irSt" ;`Psi*SeadmilTiW+iliotHw'l li4�l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers'- Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this By. J /1 I c-1 tAa frr M/6OIGO7 O,2S0 Notary: J) ie.,5 1� ✓� GI UGC �i ♦r SEAL: �o day of ND&( /31Ir , 20 1 7 . who is personally known to me or has produced as identification. 11 ,►iF.- DOLORES RODRIGUEZ •, ? MY COMMISSION 0 GG 15909t ii .:..,:- j EXPIRES: November 12,202t * Bonded Thor Notary Public Undenvtito78 rowI r 0 i GARAGE DOOR SOLUTIONS, CORP December 2, 2017 State of Florida County of Miami Dade This letter is to confirm that as we are workers comp exempt we will assume all responsibility during the course of the project for the garage door installation work to be done for Denial Mafra, Site address: 274 NW 92 ST Miami Shores, FL 33150 Juan Matute will be the only person working on the project. Sincerely, Personally Know Or Produced Identification Type of Identification Produced "Do te..5 ��rr`�lcJP�i Print, Ty f of Sterpo Name of Notary , '_ � ++ : DOLORES RODRIGUEZ. _,. •, :+: MY COMMISSION # GG 159091 EXPIRES: November 12, 2021 :�%•.lP'` Bonded Thru Notary Public Underwriters Garage Door Solutions Corp 275 Fontainebleau Blvd, Suite #160A, Miami, Fl 33172 • Direct line: 786 546 2879 • Office: 786 953 6581 • www.garagedoorsolutionsmiami.com 12/28/2017 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-033-1280 Property Address: 274 NW 92 ST Miami Shores, FL 33150-2231 Owner DANIEL MAFRA Mailing Address 274 NW 92 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,682 Sq.Ft Living Area 1,373 Sq.Ft Adjusted Area 1,523 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $206,250 $206,250 $152,250 Building Value $106,001 $106,001 $106,001 XF Value $0 $0 $0 Market Value $312,251 $312,251 $258,251 Assessed Value $197,768 $193,701 $192,355 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $114,483 $118,550 $65,896 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 10 & E1/2 LOT 11 BLK 136 LOT SIZE 75.000 X 125 OR 13330-1802 0687 1 Generated On : 12/28/2017 Taxable Value Information 2017 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,768 $143,701 $142,355 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $172,768 $168,701 $167,355 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,768 $143,701 $142,355 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,768 $143,701 $142,355 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/06/2012 $157,900 28144-1583 Affiliated parties 06/01/1987 $38,000 13313-1664 Sales which are qualified 06/01/1987 $53,500 13330-1802 Sales which are qualified 06/01/1974 $37,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: W3o2(v PERMIT #: Miami Shores Village APPROVED BY DATE s ZONING DEPT i..--/104? WITH ALL N T( clUl =S AND REGULATIONS BLDG DEPT FEDERAL SUBJECT TO CCMPLI,NCE STATE AND CCL \ f e? iflar-KCOL /� 44--7f S Pr/a (0 J2-vc; Jl/!moo o X 7f ie� Del/ RECEIVED DEC 2 : 2017 j So 4-0 • • .. • .. . • • .. • ••• • • • s.• • • • • . •. _-_.. • .. .•• • .••• ••• ••• . . • . •• . .• .e • S. . • • .... . • . •. •• • . • • • •• •••• •. •. • • • • •• •. . •• . •. -.-..• • •. • ..•• ... • . • •• •.. . • ?. !� - 7 5— 1. WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 5TH EDITION (2014) DADE COUNTY FLORIDA 175 MPH EXPOSURE C Mean Design Pressure Door Door Roof Width Height, Height Positive Negative "8 `• _^"T w35:8r :-44:4k•. 9 7 -35.3 r --44.0 10 7 15 35.0 -43.5 16 7 33.8 -41.0 18 7 33.5 -40.4 8 7 36.1 -45.3 9 7 35.7 -44.8 10 7 16 35.5 -44.1 16 7 • 34.2 ..41.6 18 . 7 33.9 -41.0 8 7 36.5 -45.9 9 7 36.2 -45.2 10 7 17 35.9 -44.7 16 7 34,7 -42.1. 18 7 34.3 -41.5 8 7 37.0 -48.4 9 , 7 38.6 -45.8 10 7 18 36.4 -45.2 16 7 35.1 -42.7 18 7 34.8 -42.0 8 7 37.4 -46.9 9 7 37.1 -46.3 10 7 19 36.8 -45.7 16 7 35.5 -43.1 18 7 35.2 -42.5 8 7 37.8 -47.4 9 7 37.5 -46.6 10 7 20 37.2 -46.2 16 7 35.9 -43.8 18 7 35.5 -43.0 8 7 38.2 -47.9 9 7 37.8 -47.3 10 7 21 37.6 -46.7. 16 7 36.2 -44.1 18 7 35.9 -43.4 8 7 38.6 -48.4 9 7 38.2 -47.7 10 7 22 37.9 -47.1 16 7 36.6 -44.5 18 7 36.3 -43.8 8 7 38.9 -48.9 9 7 38.6 -48.2 10 7 23 38.3 -47.6 16 7 36.9 -44.9 18 7 38.6 -44.2 8 7 39.3 -49.3 9 7 38.9 -48.6 10 7 24 38.8 -48.0 16 7 37.3 -45.3 18 7 36.9 -44.6 8 7 39.6 -49.7 9 7 39.3 -49.0 10 7 25 39.0 -48.4 16 7 37.6 -45.7 18 7 37.3 -45.0 EXPOSURE C Mean Design Pressure Door Door Roof Width Height Height Positive Negative 8 8 35.2 -44.0 9 8 34.9 -43.4 10 8 15 34.8 -42.8 16 8 33.4 -40.4 18 8 33.1 -39.7 8 8 35.7 -44.6 9 8 35.4 -43.9 10 8 16 35.1., -43.4 16 8 . 33.9 -40.9 18 8 33.6 -40.3 8 8 36.2 -45.1 9 8 35.8 -44.5 10 8 17 35.6 -43.9 16 8 34.3 -41.4 18 8 34.0 -40.8 8 8 38.6 -45.7 9 8 36.3 45.0 10 8 18 36.0 -44.5 16 8 34.7 -41.9 18 8 34.4 41.3 8 8 37.0 -46.2 9 8 36.7 45.6 10 8 19 36.4 -45.0 16 8 35.1 42.4 18 8 34.8 -41.8 8 8 37.4 -46.7 9 8 37.1 -46.1 10 8 20 36.8 -45.5 16 8 35.5 -42.9 18 8 35.2 -42.2 8 8 37.8 47.2 9 8 37.5 -6.5 10 8 21 37.2 -45.9 16 8 35.9 -43.3 18 8 35.5 -42.7 8 8 38.2 -47.7 9 8 37.8 -47.0 10 8 22 37.5 48.4 16 8 38.2 43.7 18 8 35.9 -43.1 8 8 38.5 -48.1 9 8 38.2 -47.4 10 8 23 37.9 -46.8 16 8 36.6 44.2 18 8 36.2 -43.5 8 8 38.9 -48.5 9 8 38.5 -47.9 10 8 24 38.2 -47.3 16 8 38.9 -44.6 18 8 36.6 -43.9 8 8 39.2 -49.0 9 8 38.9 -48.3 10 8 25 38.6 -47.7 16 8 37.2 -44.9 18 8 36.9 44.3 .. EXPOSURE 0 " :>`t::+:.,.. *;i , Door Width -,:, Door 'Height Mean Roof Height ',Design Pressure ;5 Positive :: -', .. N getIve ._-54.2 •. $ .i- ..• 7 ;. ' .. ;:::.. ; 43.2... -1,9.. 7 ,i' ' " 42 8 • :-53.5,: 10 7 1`15 "' - 42 5 i '-52.8', 18 . 7 . ' • . 41.0 :.. tt49.8 •: .18 . , 7,:' ..40.8 -9.1,,; 8- •.7:.'r ,,43.7, '54.8. ":<9... - v 7 , ':,:'- - '43.3.. `-54;1, "10' 7 .. ' 16'- ' 42.9 , 4. -53.4. -.16" ,7.r r.: sa ,. 4144 !'•50,4 :18 7;-> ':41,1 .,-49.6:; ,'' .9 .. '7- ':43.7. ' 54.6 '10'4 r .7 17;, ...::43.4' '-54.0,' .. 16 7 ";1 -• 4191 . -50.9 • •-'18-, •7.. 415., .'50.2• ;8`_ 7 .• a'. 446•55.9 ', 9 7. • 4,-...: . 44.2 • ". -55.2. . 10 7 '18 .. 43.8 :.. 54.5. ' .18 • 7 : 42.3 • -51.4'. .18 . 7 ' ' 41.9 r, .-50.7 -8' - 7..- ,. .45.0:. -.-58.5 •,. ....'-7 l-`'10 '•*7: 19 ' 44.2 - -55.0 ' 18• '....Z.•;' ;' =..42.7' -51.9 .,18 7 • • 42.3 ' . -51.1. ,.8- 7 . +.: 45.4- • -57.0 - 9 :•'7•, ' • • 45.0 -56.2 .10 ••7 .' 20 ' 44.8..' .•55,5 • -16 7 I. • 43.1 -62.4:, '18 'i'•7. . '42.7 r.'-51:6 8 , "7 •' .; .: 45.8 ' • '-57.5 9,: 7 45.4 . -56.7 " 10,, .7 ... .21. 45.0 " 'a-56.0 16'. 7 .' '' . "..43.4 -52.8 :18'; -« 7 . .• . '43.0 . -52.0 :• 8 ' 1;..7' "; ..• 46.1 : -57.9 •:,9.. .7 ,' .45.7- "57...1,i .10 • -7 • 22 - 45.4 ':-56.4 - '<.16". -..7 ,, :43.8', r-53.3 ''.18 . « k7. .. _43.4 . 4-52.5 ` --8' : 7 . •48.5. . •58.4 '•9 • ..7 - -•.' .:46.1 r:.:.-57.6'• • :10 ; 7 ' 23' 45-7 "-56.9 .-16, ., 7' . ,.,• ' 44.1', ".,53.7 ,:^18 . 7'. ;., .' .43.7 . - 52.9`, :,.8- 7 . ,.48.8.- =58.8.• g.• ..• 7., 46.4 58.0'. 10' 7:- 24, . 46.1 .. ' :-57.3 16 . . 7.: " . • 44.5 , 54:1 .; 18 7.'• ., ' . ' ., .44.1, : :'-53:3 .- ; 8 , '-7..:. - >:47.2 , -59.2 •. 9 T. • 48.8, _«-58.4 :..10 . ;7;. ^ 25 ` -.46.4.- ', -57.7 ' •`16 t7-`. ..-'44.8' ..-54.4:' 44.4. ,-53.6. Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 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. 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. 7) This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744.5100 • Fax (336) 744-5815 www.amarr.com NTRE%MATIC .. .. EXPOSURE 0 ; s:;, Door Width Door. Height Mean Roof Height Design Pressure ..4M r. Positive Negative ;8..'.g.8-.a. ... :',.:42.7-, -53.4 RUM:2 .8 " ,. .: 42.4.' ,. -52.8 •. 1183iNDEEN • 15-4 'x420. ---51.9` .. •'' •D06 ' . -49.0r 18, 8`„y -• •'k 40.2 ..' ' -48/E• •4 • • 8 :' . • • • = - 63;2 ' ,. -54.0 eirie • .4, ,ti 428'• ' -53.2• 12.5. ; -52Y itelrLilia3111 FiiiiS • • 0, 41.0 -, -49.5 ' ., 40 8 -el' i �LL8.; • '437 .-54.5.' ��. iiu:5i, IM3IIIIES8 j$" -.A• r I. • • . ••43.3'..• ,.«-M`;I ,:>-y3.1. p -, •1 4 •.'•60.1. , 8 ' 1.41.1• '-49.3': 8• • :8 "' 441 .55.1 : • 1111:181It .. • 7 4.84!3• • INECE013111 4 .. 4 --53.6 • PrEili4E118 41.9 -9016•4 18,. .•8 ••' :s 4.i.6 • -119.8- :8.... ..8 „ .:4K •441.5' . ---55.6 �� " 44.1 . -54.8' 115EINIMERI' 19-. -43.8 - : =54.1 micialsEni:.. • 42.3: ...51.0 18- • ' 8' :;. 41.9 .-50.3 .;8 - 8 ;.' : -•44.9 -56.1: g ° �. ' . .: '.44.5 •. -55,3 10 Ern ' 20. ..44.2 1.54.6 il)�� . - .42.6 -' - -51.6 . 18;. 8 ..<.'42.2:'.`:-50.7 • 8 ..8- =.45.3 -56.6 118111111218 44.9 ' -55.8' injamumi 21 •446 «-55.1. 111113111111:111 1' 43.0 '_- =51.9 18. 8 .. 42.6 • -51.1' 8' ' ;8 ' =.45.7.- '57.0 1110111111EU ' 45.3 4-66.2 �� .:22 "44.9 ` -55.5 imazseria43.3' .--52.3. a 18 8 ...42.9 -, t-51.6- 8`' ,.46.0` -.-57.5 EICIEMIEINI is 45,6 ° 56.7 mallmal'23 ': 45.3-- _-66.0 iguisals :. ,. ; •:>43.7? -52.8: ^18.: , -,8' 43,3' .. -52.0 ..8, ,..$- - • '46.4 -57.9' 61101111 ' ;' ':46.0' '"-57.1 Isicemno 24 r.45.6 -58.4 -•• 1111111111B1 ' . -- 44.0 • -53.1' 18'c . 8•'" ' . _1.43.6' .'--52.3 - 8 ' 8». : 46.7 -58.3 • 1111101111011 . - 48.3:• -57.5 • flajmnifin t25 : 45.9 • :-56.8., EIEMBIDIE •, . • 44.3 " ,::• -53.5 • 18 ; '•8 •. < 43.9 ; •52.7 .. a • 0 i W = No. 48579 as• • i �Oo . g 2 '• V" FL •••........ • •• • • •• • •. • •• •• • • •• • • • Cyr t` moo. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/econom r Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the pse of construction' • materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodt ct Control • Section to be used in Miami Dade County and other areas where allowed by the Authority Hag turisdiation.(4H1). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'Pt'b!lfet Control Section (I Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right 14; have :hi§ product or • material tested for quality assurance purposes. If this product or material fails to perform i$ Itle accepted nratmer, the:::: • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, n &Iit1,;or suspettti.tl use af• such'product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it redetermined by Miami -Dade County Product Control Section that this product or material fails to nee t6rt requirements of the • • applicable building code. ' This product is approved as described herein, and has been designed to comply with the Florida $wilding 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 Windows (DP +57.0, -67.5 PSF) APPROVAL DOCUMENT: Drawing No SIRC-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., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 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 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. MIAMI DADE COUNTY APPROVED • D71131017 CNOA No 17-0517:12) Expiration Date: September 6, 2022 Approval Date: July 20, 2017 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 "irican'TesiLab, • Inc., dated 05/20/2014, signed and sealed by David W. Johnson,.EL. .. • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per F ,` TAS 143-)4 2) Large Missile Impact Test per FBC, TAS 201'94•: . • •. • ' 3) Cyclic Wind Pressure Loading per FBC, TA ;? ;94 •• 4) Tensile Test per ASTM E8 •' •• • ' • 5) Forced Entry Resistance Test per FBC, TAS:20?•24 . along with marked -up drawings and installation diagram of 9'x 7-24 ga stteiggrage • • door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Rel3ort No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by David W. Johnson, P.E. Submitted under NOA # 12-0228 03" 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc:, Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 12-0228.09" 4. Test report on Forced 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. "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. D7 J, fT1' l7 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 C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS "Submitted under NOA # 14-0414.10" Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. •• 1. "Submitted under NOA # 12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dattt1•62f09/2012; signed • and sealed by Thomas L. Shelmerdine, P.E. "" • •• •• . • .. . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resour ies (1 R) • • • • •... • •• •• . • .. .. . • • • .. I. • •• • •. . • •• • • . • .. • • • • • •• .• E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. • • F. STATEMENTS 1. Statement letter of code conformance to the S edition (2014)FBC and of no financial interest issued by Structural Solutions, PA., dated 05/08/2017, signed and sealed by Tomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner r NOA� No.17=0517.1-1 Expiration Dote: September 6 2022 Approval Date: July 20, 2017 E -2 Is aAV CONNERLIAL TOP R aONTR1 ATTACHED V/(0 1/4' x e/V NEC PERMSCREVS T O) 3 5/B' X P8 GA R TRIOS ATTAO07 V/ OS) 1/N X 3/4' HEX HEAD WRVS PER STILE TYPICAL TOP FIXTURES EIS SR RNLI D ON PAGE 4 FOR RCC0I0SE9 SECTI1 COMMUTER PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0517.12 Expiration ... 09100/2022 By Miami-b Product Control Y-IF SAX -1a3/4'PIt SUMMON r 5/W x t 5/! T.A6 SOREV (D PER 200 RACKET CD 1/4-01 x S/6RML7( SPLICE JILT A1/ OUT JNO Srac ET Y 10 DLL STEEL ROLLER /7' STEM PAD N 7/W' T RUNNER USED FOR THREADED TATTOOERS 140A. ILRAiATE CDITER LAM micro* V/ (4) 1/4' x 3/4' REX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE IALS. A 11//////// INSIDE ELEVATION ALA _ (a c-m' x 3-I/O' IOLA BACKER MATE AT EACH INTERELATE DO ADIGE LTION 5/CH X 12 GA. 0 S/e' R-HINTS) ilncnias7RA13c TRACK MOUNTING OFTAI) ALL E. 10 MLL STEEL ROLLER V/I' ST0 Al® (D IETADER USED FOR TIREAIED SHAM PER ROLLER 2' CODA STRUT ATTAC ED V/ (R) 1/4' X 3/4' HEX LEAD SCREWS AT EACH EAT STILE. LATTER SOD. AHD INTO MO( SKIN HID✓AY DETVECN CORER SALE AND W STILE FA(N)eACE Ch SS) rooroging*AIN Nod& itoildingCodo A4I5MmI.No S- DESIGN WADS +250.5 L8S/FT -303.8 LDS/FT BY INSTALLER) 'rr 9 INTERIOR OF GARAGE MAX. WIDTH 9'0' ROLLER G IER ATOM TO R-TRUSS V/ CO I/4' x 3/4' l&N1=LSi. r 3 D/P RAGA R-TRU1S ATTACHED V/ (0 1/4' x 3/4' HEY HEAD SCREW HEX HEN SERNB PER EMOTEDhp r- 1 I1IIIIIIII SEE NOTE 2 20 6A ONLY. STEEL END STILE TEACHES W1 14 OD DC x 1-1/4' SCREWS 13 I40A XL•AMFE ROLLER CARRIER ATTACHE* TO R-TRUST V/ m 1/4' x 3/4' SC HEX HEAD REWS BM . • ARUM JAL OS STP 0 2 OR WIER) TYPICAL. DURASAFE END HINGS. ASS 2' 54 XDH OA MN OLEAN S TAMED ON POLICE= roam He 6IL ORASAFE DDO HINGE ATTACHED X UV IEX BEAD SEREVS QC•i5 O I'[L DRILLATI pCi ORS l'O l 146A DIRtA5Amm ROLLER CARRIERS AT1AOED END STILE V/ (4) 1/4' x 3/4' REX LEAD wavy PR LYAMR AIDE Lao ENGAGES OM VERTICAL TON4P1NCX 05 Cc1IN0,TH SIILEX RAR DES S/N NIA UATTACH V/rtl 3/4 4'XIX READ 1 SCREWS PROOUCFABVIS&D ascomptylailveklifLtnod& NAME OM AeerV)rRer NAl #411 bamboo LARGE MISSILE IMPACT RESISTANT 13 CA GONENC1AL FIXTURE AITMRE O VKO I/4f x 2/4' IEX NEAT SCREW AT EACH 00 ant AD.NOn = SLOE MA XEY MOLD V/l2) 3/4' or V2' ELT AND HALTS 3 WWI II GA. 03 MD OALV. STEEL 6-188S TTNSE_ 04 TOP rixTIRE V/ CD 1/4' x 3/N III HEAD SCRRV3 Al EACH STILL NIB Lb CORER MUM EK R CFP•FRR EWA10[I MOMS DURAAYAN 1 LB DOOM 0373. NISI DO HULA 14 GA. 0) PER SECTXN S S/S'N X E2 OA 03 MD ON.V. STEEL R-TRUSS ATTACHED V/ (4) I/4' x 3/4' HEX HERS SCREVS AT EACH OM SILL (2) AT INC RALE MATRA PAD 07 IN SACK UM MAL AND DO SERE SENOR (D Or or G( on CD) STRUT Of SOTTOI SCORN 01) TOTAL MRCVS ATIALIED / (0 x 3/4' H0U LEAD SIXaVS /�TADAX K CTTO N A=A (SIDE 1AENA .spE ICATIOHS AND NOTFES � OF ER618S 01[ W VW Ol 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL A aDarB t TRAM. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL I R/465 A RE 113 ' 11,0/II 02 JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF C A G Mum pm B/!t(13 1I0 THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: ..•`� '�'•..fp +296.5 LBS/FT & -303.8 ►BS/FT - - 3. DOOR MD HARDWARE MU. BE DESIGNED. MANUFACTURED - ' MAX 5S 11 -•$4 ..1' SSE ff N 14' r+'1- AND INSTALLED WITH BAKED STANDARDS AS SET FORTH BY DASMA. O 0 • '. di 4. DOOR SECTIONS SHALL BE 24 CA. (.0216) MIN. EXTERIOR SKIN l »f L �' J- ` ROLLED FORMED, WI BAKED ON POLYESTER FINISH '-87.3 PSF. 'EG i !� J• $ S. DOORS UPTO Y0. HIGH CONSIST OF (4) SECTIONS AS SHOVIII. �'S PSF'A /�� * • USE (1) 3 5/e' R-TRUSS PER SECTION AND iit (1) 2 20GA STRUT ON THE BOTTOM SECTION t :. 4 JITA OF j 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 P. i,`•Rows :• ON PAGE 3 . IAROE aas91E , �lT • • 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED IMPACT 1 • Y BY A REGISTRED PROFESSIONAL ENGINEER FOR Y1ND LOADS HE•S6TAHCE FL �� ,... INDICATED ON THIS DRAWING IR %DORM*TO.OTIER LOADINGS. • • • 4.., 8. THIS APPROVAL R S THE MANUFACTURER•T'OIDO JESTING. OF ALL COILS USED TO F TE WOW FAMES MOOR MIS • • a NOTICE OF ACCEPTANCE A NUM" 2•SP!CIM!NS•SH*.• BE • CUT FROM EACH COIL AND LE D•AL'EORB1400TO•ASD4 • fa6 21163 4E caw 101 >aR oL x4 >T1u W V 43 I E-8 BY A DADE COUNTY OVI SELECTED AND MO tY • 1! MODEL #1200 BEDITAGE 3000 MODEL #1200 OAK SUMMIT'3000 SHORT, LONG, FETISH & OAK STATETT PANELS *SIR R a MS R/D1b7 e. NAT06lne :I amen 14 era espyla N IRC-1209-189=21=1 • - fife I NF 1 •• MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS YHTN CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE 61ANURAMBEg PRODUCjION TIES. BD A NOTARIZED STATEMENT RROM YHE BANUSAC T OFX • COILS WITH YELD STRENGTH OF 44.600 PSS Ol• MOR66 BE. • USED TO MAKE DOOR PARRS FOR DABS CENWTY WJNDER VS. NOTICE OF ACCEPTANCE . • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 14 GA. FLAG BRACKET ATTACHED TO WOOD JAMB V/ C3) S/16 DIA X 1-5/8' LAG BOLTS AND TO V/ (4) 1/4'-20 x 5/B TRACK SPLICE DOLTS AND WITS MEMO R f SPLICE TRACKS AT 'MIS LOCATION W 4 1 4'-2G TRACK SPLICE BUTS IA NUTS 10 AIM 54TH (3) 5/18' CA. x 1-6/8' LAO BOLTS (I) 5/16' 01A. x 1-6/8" GBOLT A1TACHED EA. JAW BRACKET AT 12 GA. GALV. STEEL JAMB BRACKETS ATTACHED 6/ (1) 1/4"-20 x 6/D• TRACK SPLICE BOLT di NUT LSEE (TABLE 2) EN PAGE 4 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS PRODUCT RENEWED as complying with the Florida Banding Cods NOA-No. 17-0517.12 Bsplmtloa ' ,.- 09/05/2022 By Ills act Co•trot WOOD JAMB ATTACHMENT TO STRUCTURE P X 6 VFRTTCAI JAW AT7AalvNi TO yap FRAME STRIIPTID)F S/IY X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 18' CIA CI LP' ENDEDNEICI7 Tl BOLT % 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' ENDEDNENT) )GLTI. SLEEVE ANCHOR 3/8' X 2-3/4' STARTING B' FROM ENDS THEN 16' 11C. CI 1/4 EMINENT) ITV/RAMET REDHEAD (151-IOLT) 3/B' X 4' STARING 6' FROM ENDS THEN 24' 6G C2 12' EIYEWIERT/ ex 6 VERTICAL JAM! ATTACIWNT 111 1D11 I DV C-% II Fri' SIMPS@I 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS C3' APART) AT 8' DE. Cl 1/2' EIOEDMENT) HI.T1 1/4' X U-a/4' KVOC-CON II♦ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS • VERTICAL(3' APAATTRA R) AT 8'' 0_C.1 7 C.C1EMBEDMENT)11/4' BED)ENT) JANCHOR 8/e' X E-3/4• STARTING HILT1 SLEEVE6' ON ENDS THEN SO' CLC CI L4' EFOEDNENT) G1R, USE FASTENERS FOR HELLW C-91 5ACID ALMS MD DOLTS CAN BE CC NNTERSUDC TO PROVIDE A FLUSH MOUNTING SURFACE o PREPARATN)N OF WOOD JAMBS Ft OTHERS OWCRETE 7 STRUCTI'• R > ��CC6(2-3/4' i I -I ` TYP. JAHR S' TN ax FQUOUCiB8V158D �f•gif•wiatefludd• 4NODUUEBSSIB D �� PS.44 001° wldttoMae pAo "4".1 `cad. -�--i�i— �7 Ae�tog w AtARAaE lilac Cw,21Ai Al IS ILLS • • • •• • • • • • • • Alpha Control 7 RY BLdfP03104 WICKS A REMOI ROE B WOO SPoDSm1 C I O CUM6 CPMM WxI4'k €• DESIGNLOADS e ' +87.0. PSF, M. 67.5.PSF• M. l' RESISTAFK£ FL '•'••.... • 3 • • • •• • • ••• • •• • • • •• MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK swan. PANELS • • • • • • • CIE •OGMTN M4 ME ovIstbi MGM MREtr. • •• • • • • mums1 ME cop , RG>i209-189=21-( • • • • •• a 9B12V4 1Q TAIDLIDE ONUS 217177211,21LIX x.0 2716 VVVi41,2211 • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f•• • • • • • • • • • • • • • •• •• 0,1 NO w'ada`f CPO se X r mum HEAD SIECTIETAL SCREW USE) TO FASTEN THE AWRNUN INTERIOR FRAM TO THE ALU INUN EXTERIOR FRAM 2. WW X I/Y gSTCERELLV - USED TTpO�PAAwow CC77 THE i TIE�STEEL INTERIOR DPACCTT VDttpV FFRAMETO S.1144• X LR• SCREV - USED TO FASTEN DECORATIVE PLASTIC JELLED WIDOW TRADE TO TIC Asmara. •• • PRODUCT RENEWED • on etanye ing with the Florida • NA -No. 17-0517.12 • • ha/Aragon , 09/06/2022 BY MI •r�: • et Con.. PRODOLTRSVISVO .00gEyi•odds m.AaAOR AerldirshCods A By • • • • • RIP MSOPRR g' R EAS S A UFON1R $ R MOO WIC IAI ' C Widd • 679 I ; • LARAL UISRLE ▪ •• KS. • . vreDIDL. •PACT R. ''••.,..., . RFiSISTANCE 1_ ... S 41 �� • • • • • 1�1 • • • US MOWS tsar VDars4110E01. NO. 020 vw.ulAiRWD • • •• • • • • • • • • • • • • • • • •• • •• AMODIO* NO FM • . • • • • • • • • • • • MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LOMU. FLUSH do OAK Sumer PANES • • •a� �OD1N IT MO ME O1�A/ E — macC I R r _ • Y I ass' or Bm aleow I EC-1209-189-214 • • •• DOi3TF4 • • • • • • • • • • • • • • • • • • • • • • * • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• TABLE 1 DOOR HEIGHT SECTION HEIGHTS Btm 1 #2 #3 #4 #5 #8 #7 #8 13'6" 21" 21" 21" 21" 21" 18" 18" 21' 17 6" 21" 18" 1�8" 18"" 18' 18" 21' 5 �� y1�8° }18'' 11'6" 21' 21" 21" 18" 18' 18' 21' 10' 6" 21' 21" 21" 2�1" 21' 21' .� r SO VIN 21' 9'8" 21" 18" 18" 18" 18' 11.8$;480 *MOW M. 3, 18- ' 8' 6" 21' 21" 21" 18" 21' . T 8" 18' 18" -18° 18" 18"- 6' 6' 21" 18" 18" 21" TABLE 2 DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E. F OH I J K LMN S 7' 3" 14' 27' 38" 46" 56" 68" - — 717. 8' 3° 14" 27' '38" 46' 56" 88' 78" 88' 4 ii , Vwog - VCR 9' 3" 14" 27" 38" 46" 66' 68" 78" 88' 100" 10' 3" 14" 27" 38' 48" 66" 68" 78' 88' 100' 112' 11' 3" 14' 27" 38" 46" 66' 68° 78' 88' 100" 110' 124" 9�Y1t"�at}."+ i "' ai fe7a , 0�- TM . , E O 31 q MI, k *WA 136" 12 3"- 14��` 27" 38" 46' 66" 68' 88' 100" 110" 122" —78' 13' 3" 14" 27' 38" 46'56'�888" 78° 8888"" 1722" 148" � y / �10000* �1p144"" {13344" 1.4c4202 146' 60' 14' 3" 14' 27' 38" 48' 56" 68" 78' 88" 100' 114" 122. 134" ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED 'MTh SYP OR SPF NO. 2 OR BETTER ONLY •• • • • • •• PRODUCT RENEWED as n wnh th• Florida Bulldinp NOA-No. 17-0517.12 onorodonJj f.O9/0O/2022 By Product Control FREMUCTALSVCIED tocascoUciecd*Flcd6. Ammotat11uf�r• Fk��pp aMia 9F .•... . .. • • • OOOOO /RaOUtia fllto • • • l 0,11440N7w{0r • • •tl • •• • • • • • • • • • • • • • • • •• a.• A 1833 RII:I t WOAD SSC as ■ 14' •° DESIGN U/AD5 d,cde �t- +S7-0-PSF, -873 PSF LAKE 'r AN FL S. &E IT NM Or IWI IR Wain IA 10 3 "I1114'TM [7• I MOW COM VP474mK4.04 nc vl0 levValfatitaft PI7 MODEL #1200 HERITAGE 3000 MODEL #1200 OAX SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANRTS a •dtlfla B ME WO, - tMADSAS3 _ CROWN Da RUE upym 1 1RC=1209-189-21-1 Imdu Covent • '••• ••. • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • a •• •• 0041 • • • ••• • • 7