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WS-18-775Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. WS-3-18-775 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Expiration: 09/23/2018 Applicant 1146 NE 97 Street Miami Shores, FL 33138- 1132050170160 Block: Lot: J PATRICK VILLOLDO Owner Information Address 1146 NE 97 Street MIAMI SHORES FL 33138-2558 Contractor(s) Phone Cell Phone AUTOMATED HOME SERVICES INC (305)594-3810 Phone Cell Valuation: Total Sq Feet: $11,696.00 60 Type of Work: REPLACEMENT OF 8' 6"X7' GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Invoice # 03/27/2018 03/27/2018 Pay Type WS-3-18-66919 Check #: 39310 Credit Card Amt Paid Amt Due $ 50.00 $ 76.20 $ 76.20 $ 0.00 Available Inspections: Inspection Type: Final Review Building 4 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. certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Futhermore, I authorize the above -named contractor to doe"rork stated. Au oriz : Signature: Owner / Applicant / Contracts 1 / Agent March 27, 2018 Date Building Department Copy March 27, 2018 1 BUILDING PERMIT APPLICATION 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 AR27,2018 6 — FBC201�a Master Permit No. (Jtl ` S Sub Permit No. IM BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [I PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OFF ❑ CANCELLATION ❑ SHOP y ""T \ (� qCONTRACTOR DRAWINGS JOB ADDRESS: 1 \0 l� 9 S- City: Miami Shores County: Miami Dade Zip:. ; t 'ii)' Folio/Parcel#: // —. 3(2615- I)/ 7 -0/6a. . _. *. Is the B•uilding Historically Designated: Yes NO )0 Occupancy Type: Load.. .Construction Type: • - Flood Zone: BFE: « x.._` . FFE: OWNER: Name (Fee Simple Titleholder): Z.'. P/yrm C, C .v I LL pc_ t 0 Phone#: 7J `Q2,Da - y./4A Address: 4(c) `h€ ci-1 City: �1 t 'Q cy "i S C -S State: \ Zip: 33 \ 3 Tenant/Lessee Name: Phone#: Email: Address: „[ 0 \C.-) n� _`= fir V c e City: `OCQ\ . 1 State: �: Cam'(-1 d"' Zip: a 1` I�Q r� V Qualifier Name: Obc'C-\` Le-Cap(—C Phone#: 30S SC11`T3 IR C State Certification or Registration if: Q-A"-- OOC C-)C) 1 S Certificate of Competency #: c o0C) \ \ . 1 (� (� DESIGNER: Architect/Engineer: fLL-�-rtal--co'v Co c,e' Phone#: 3D S �� v " T a 1 Address: 93(06 JQ, (s %/2 7o26 City: %/,Ois-i i State: /�z- Zip: 33/.73 Value of Work for this Permit: $ Jt /Z, 9tp. 0 Square/Linear Footage of Work: 60 11. CONTRACTOR: Company Name: Pr l.\ O14€D AQ(11 S v LQ ione#: 3w S -l" LS -0 Type of Work: ❑ Addition ❑ Alteration ❑ New P, rcNe e pa OW— • Dription of Work: ic& li'i Repair/Replace ❑ Demolition CkcCt.,es Specify color of color thru tile: Submittal Fee $ " CR) Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ _ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ i Bonding Company's Name (if applicable) _ Bonding Company's Addre;s' 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 fir inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection l not 'e .p.roved and a reinspection fee will be charged. Signatur OWNER or AGENT The forreegoin: i rument was acknowledged4�before me this day . “Aakr_ tp 1 , 20 \ , by •2 tC,L \10.0 ? sonall known t me or who has produced identification and who did fake an oath. NOTARY PUBLIC: Sign: Print: Li Seal: APPROVED BY as Ii111 neg. 'MI `� _+16A'l�'="'"... ltiari ,,,i•e��.t: • Florida t k NYjliii�tc My Com ! plres May 31, 2018 fit. Q.oP o`iq,•• Commission # FF 104746 'L7N Sign: Print: Seal: Plans Examiner Signatu 0,4.5,1(f6g i_O�NTTR1CTOR The foregoing instrument was acknowledged before e this eg 1 day of cQC'h , 20 . by ebq 0 ", who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: , li,c 4.1.4 • 6, t, My Comm. Ex ,,,,� o; p May 31, 2018 '' ;4f„,,,, Commission # FF 104746 as *** Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3205-017-0160 Property Address: 1146 NE 97 ST Miami Shores, FL 33138-2558 Owner J PATRICK VILLOLDO Mailing Address 1146 NE 97 ST MIAMI SHORES, FL 33138-2558 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,390 Sq.Ft Living Area ' 2,058 Sq.Ft Adjusted Area 2,221 Sq.Ft Lot Size 8,025 Sq.Ft Year Built 1947 Assessment Information Year 2017 2016 2015 Land Value $288,638 $269,171 $245,006 Building Value $154,582 $154,582 $154,582 XF Value $1,250 $1,267 $963 Market Value $444,470 $425,020 $400,551 Assessed Value $209,573 $205,263 $203,837 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $234,897 $219,757 $196,714 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 5-6 53 42 PB 43-51 REV PL MIAMI SHORES SEC 8 LOT 3 BLK 181 LOT SIZE 75.000 X 107 OR 17272-2481-82 0696 1 Generated On : 3/27/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $159,573 $155,263 $153,837 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $184,573 $180,263 $178,837 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $159,573 $155,263 $153,837 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $159,573 $155,263 $153,837 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1996 $179,000 17272-2482 Sales which are qualified 10/01/1993 $160,000 16087-0222 Sales which are qualified 02/01/1983 $150,000 11695-1807 Sales which are qualified 04/01/1981 $130,000 11065-0912 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: http://www.miamidade.gov/propertysearch/ 3/27/2018 ' 3/12/2018 1147 NE 97th St - Google Maps, 1146 41NE97thSt AR272018 89,t h ip E-99th Miami Shores, F Image capture: May 2014 Miami Shores, Florida Google, Inc. Street View - May 2014 Miami Shores Villa§e APPROVED ---- BY ZONING DEPT RLDG DEPT DATE © 2018 Google ` I;I;.;I CT TO COMPLIANCE WITH ALL FEDERi"2 AL All) CO! 1DI rY RUI FS AND RI-GULATION https'//www.google.com/maps/place/1146+NE+97th+St,+Miami+Shores,+FL+33138/@25.8650085,-80.175233,3a, 37.5y,170.31 h,90t/data=!3m6! 1 e1 !3... 1/1 AL-FARooq CORPORATION IICONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: AUTOMATED HOME Date: Mar 13a 1318 Project Name: VILLOLDO RESIDENCE • firigixeered By:•EEM •• •• • • Project Desc.: 1146 NE 97 ST • Clhecked Br_ • All MIAMI SHORES, FL 33138 AFC Number: 18-1339 Building Height (ft.) : 12 •• •• • • • • • • • • •• • • • • • • ••••• . • •• ... • • • • • •• • • • • • • • • • •• • • • • .• •• • Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - N/A Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional c= ti = Javad Ahmad, P. EB C.A.N. #3538 ►a8, `FL# 70592 . o 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com AUTOMATED HOME 2010 N.W. 94TH AVE MIAMI, FL 33172 Coefficient Kh 1.03 VILLOLDO RESIDENCE 1146 N.E. 97TH ST MIAMI SHORES, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft^2) 68.64 Wind Speed (mph) 175 Importance Factor 1.00 Exposure Category D Risk Category 2 Coefficient Kz 1.03 Mean Roof Height jhj (ft) 12.00 Height Above Gnd. Level [z] (ft) 12.00 Horizontal Dimen. of Bldg. (ft) Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) 68.64 Component Size Gcp Coefficients Mark Comp Type W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- GD Garage Door 102.00 84.00 l' Gcpi Coeff. Pos Neg Design Wind Pressures (Ib/ft"2) Z4+ Z4- Z5+ Z5- In Zone 59.50 0.86 0.86 -0.96 -1.13 0.18 -0.18 43.0 -47.1 143.0 -53.81 AS PER NOA #17-1023.09, A 8'-6" GARAGE DOOR IS APPROVED FOR: +65.0 PSF > +43.0 PSF O.K.// -65.0 PSF > -53.8 PSF O.K.// .. ... . . . . . • • • • . • • • . .. • • • • • • • • • • • • • • ASCE 7-10 WIND LO DS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, 1235 S. W. b7t13 AVE, MI j1 MI PL. 33174. T�EI 305-264-8100 • . • • • • . . . • . •• . • • • • •.. . ... • Engineers Seal Engineers Name And Signature Design Date ... • OOOO 3/13/201811:2j:?,0• j41�1•; Design Reference Number • • AFC 18-1339 .- •• •.• . • . • • • • AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5. BY: t 04 DATE: '5 ) J �p *ALL INFORMATION PROVIDED BY CLIENT Gable End Hip Roof Structure 12" Overhang. Roof Peak at 13 Feet above ground. Estimated Roof Mean at 10 Feet above Ground. See attached picture(s). Subject Garage Door Opening North Elevation .. ..• • • • • • •• • Contractor: • • • Automated Home Services, Inc. • . 2010 NW 94t• Avenue Doral, FL 33172 Tel:305.594.3819 - • • • • Fax: 305.591.2464 • • • CC: 000011303 • • •OR Pr Z P�TfIICiC+u�iLLOLDO • • • • t 146•NE 97 8T • • MIAMI SHORES, FL 33138-2558 :Reno ID: *1-3206-017-0460 • ••Legal: 5-453 42• PB 4151 RIA3L MIAMI SHORES SEC 8 • L•OT 3 ELK 181 I.Ot SI• ZE 7S'0ttI X 107 17272-2481-82 066G i • Garage Door Location & Size • • • • SIZE • • - FSCM NO • • • • • • • • • • • • • -•• DWG NO • • REV • March 12 2018 • •.. • • sonLa • • 8/16"� 1'.J • • • ••• • • • • - SHEET 1 OF 1 F E D C B Top Bracket Detail A (sheet 2 of 3) Door Height 8'-0' Tested See chart below for other door heights B 2 3 4 5 6 7 Maximum Door Width 9' 2' End & Intermediate Stiles (Backers) Detail L (sheet 2 of 3) See chart e.twv far gunny Asached with 3 mm TOG-L-LOC el 2 peas.. A rM I \� lea r•. Bottom Bracket — Detail C (sheet 2 of 3) fI I1 ll NOTE Track configuration above the door opening does not affect the Wind load rating of the door. SINGLE STEEL END STILE 18 Ga Galvanized Steel Detail M (sheet 2 of 3) n End Hinge Detail B (sheet 2 of 3) tl fl Shut & Strut Attachment Detail E (sheet 2 of 3) t1 1. Intermediate Hinge Detail D (sheet 2 of 3) This product has been tested per TAS202-94 for static air pressure. This product has been tested per TAS201/203-94 for large missile impact and cyclic wind pressure. Model Number HT 80 & 2_80 SERIES HT_81 & 2 81 SERIES HT 82 & 2_82 SERIES HT _90 & 2_90 SERIES HT 60 & 2 60 SERIES HT 61 & 2_81 SERIES HT 63 & 2 63 SERIES HT_64 & 2_64 SERIES HT_70 & 2 70 SERIES HT_71 & 2_71 SERIES HT 72 & 2 72 SERIES HT 73 & 2_73 SERIES HT 74 & 2_74 SERIES HT_10 & 2 10 SERIES HT_12 & 2 12 SERIES HT_14 & 2_14 SERIES HT 18 & 2_18 SERIES HT 32 & 2 32 SERIES HT_33 & 2_33 SERIES Door Width ea ever-ir .3.-o• onu its r-r the sc. eV' ens V-2. Design Pressures 65.0 65.0 65.0 65.0 -65.0 -65.0 -65.0 -65.0 End Stiles Single Singles Single Single Center Stiles Hinges 2 1 3 Center Stiles Hinges Center Stiles Hlnees / 3 Impact Resistant YES YES YES YES This product is available in narrower sizes with the same PSF and constructed as shown. This product is des'gned and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF required for any given site. 2 3 4 Slide Lock Shown Detail O or Lock Bars Detail J (sheet 2 of 3) 661" +/- 3" 544'+/-3" 381' +/- 3" 221' +/- 3" 8 lEVIE loll at see o lasmoe us 86 SM.I t Jernn BMW.. wanes 3 I. e Al Shet 2 ridded TAIL The ecL-rnem - A2 , Shed 2 ,Wad a Nominal —an Memo- ,AVm 3 Awn. Bottom *ad.l. A lift fret 2 MM. E3 9haet 3 Added !ROOD JAIN AFTAcenoe' A3ne 2Sheet ar�t 3 Opangtledd in Peyrte ahaream p erA Mrs Jwe I TIACHt[lil sr.:, .alias in tn. toes IC.„ Flag Bracket Detail H (sheet 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) A 4" +/- 3' 101" +/- 3' — Jamb brocket quantities shown ore for use with grade 2 or better southern pine jambs. Supporting structural element designs ore to be the responsibility of the professional of record for the building orstructure for the loads listed on this drawing. Door Height Toal NOt°f Sections Total of Struts Strut Configuration Jamb SSide 6'-0 3 3 5 6'-0" 4 4 5 6'-3" 4 4 5 6'-6" 4 4 8 8'-9" 4 4 SEE 6 7'-0" 4 4 SHEET 6 T-3" 4 4 30F3 8 7'- " 4 4 6 7'-6- 5 5 • • • • • iii 7'-9" 4 4 • • T-9" 5 5 • • 8 • 6'-0' 4 4 •• •• m 6'-0" 5 5 I. ••• 6• Maximum section height is 24 in. Maximum door height is 16 ft. All doors, even those above the se ted height, are available with jamt,br%rkej� commercid! full angle. The quantit& awl dirrensional • location of the jamb bro•kets/trOck chips ong the jamb mounting shorn •boveould b� maintained. • • • • • 5 NOTICE: These drawings are a supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. If these specific procedures ore not followed, the door may not perform os designed. • • • •• • • • • • • • • • •• IMPACT RESISTANT ••• • ••• • s • • is • a • • • • • ••• 6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •s• • • • • • • • • • • • • • •• •• ••• • • Naas h r PRODUCT REVISED as camplyirm with the Florida Building CCoodds NOAaio. 1 T-I023.09 Expiration D j 02J11/2021 � ewsBTFs/ t car of ill I°,,;`•.•FI.011\'p'''' /r sro)4P."IWO aJ lira E Scotes. P.E. (o(: f1 256D'King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 Ohio 1356 7-B900 arvewe This product has been evaluated for use in the High Velocity Hurricane Zone (HVHZ). 9'2" HT 600, 700, 2000 & 800 STEEL SERIES HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE 465.0/-65.0 PSF BAWDS 110: WL.0600.0110-08-65.65M-D IIEr, B 1111E DIM 12/1/14 IMIMI IT. MVS NORM: See Shed 3 1191E01 1 OF 3 7 8 F E D C B A MIAMI•Dsi4DE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Haas Dooi•:1Campany 320;Sycamore Streett Wauseon, OH"43567' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of.comtruction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Gounty RER-Macliip4 Control Section to be used in Miami -Dade County and other areas where allowed by the Authority lliniitig:urisdiction (4HJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count3ai duct ContelSe,dion (Tip • Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the righi o have this Product o; • material tested for quality assurance purposes. If this product or material fails to perform i..theaccepted manner, th$ • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Moiity, or susperid.thi use of .... such product or material within their jurisdiction. RER reserves the right to revoke this avoepiance, 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 Buildix§ Coda, • including the High Velocity Hurricane Zone. • • • • • 1.DESCRIPTION .'Series HTi 600,.700, 800!&, 2000 Insulated, -Steel •Sectional•Ga'ragt'Doox-'4iptox9'-2" • -Wide. APPROVAL DOCUMENT: Drawing No. WL-0600-0110-08-65-65M-D, titled "9'-2" HT 600, 700, 2000 & 800 Steel Series HVHZ Wind -Load Sectional Door", sheets 1 through 3 of 3, dated 12/01/2014, with revision B dated 10/25/2017, prepared by Haas Door Company, signed and sealed by John E. Scates, 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, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at'the job site at the request of the Building Official. This NOA revises NOA #17-0313.06 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 NOA No. 17 1023.09 Expiration Date: February 11, 2021 Approval Date: December 21, 2017... Page 1 Haas Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA #17-0313.06" 1. Drawing No. WL-0600-0110-08-65-65-50M-D, titled "9'-2" HT 600, 700, 2000 8! B1MStee1 Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated 12/01/2011: kith • revision A dated 01/20/2017, prepared by Haas Door Company, signicil.qact sealed by omas • • D. Sullivan, P.E. • B. TESTS "Submitted under NOA #15-0721.09" •••• .. . • . . . • . . . • .. 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FB€•TA'202-9� •. 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203--9' •: •• • 4) Forced Entry Resistance Test, per TAS 202-94 • along with marked -up drawings and installation diagram of 9'-2" wider Zc•8'; heightjT 600 Series Sectional Steel Garage Doors, prepared by Intertek/ATI, Test Report No. P1182.01- 550-18, dated 12/05/2014, signed and sealed by Justin P. McDonald, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheets, prepared by Intertek/ATI, Test Report No. E1289.11-106-18, dated 12/12/2014, signed and sealed by Gary T. Hartman, P.E. 3. Test report on Salt Spray per ASTM B 117 of coated metal steel panels, prepared by Intertek/ATI, Test Report No. E1289.10-106-18, dated 11/24/2014, signed and sealed by Gary T. Hartman, P.E. • . C. CALCULATIONS "Submitted under NOA #15-0721.09" 1. Anchor calculations prepared by JB&B Engineering Consultants, LLC, dated 07/01/2015, signed and sealed by Thomas D. Sullivan, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA #17-0313.06" 1. Test report on Surface Burning Characteristics of the Rubitherm WP 19669 polyurethane foam insulation per ASTM E84, prepared by QAI Laboratories, Test Reports No. RJ5251F-1 and RJ5251F-2, both dated 01/26/2017, signed and sealed by V. Andrew Tan, P.E. 2. Test report on Ignition Temperature of Plastics of the Rubitherm WP 19669 polyurethane foam insulation per ASTM D 1929, prepared by QAI Laboratories, Test Report No. RJ5255F- 1, dated 02/02/2017, signed and sealed by V. Andrew Tan, P.E. { Carlos M. trera, P.E. Product Control Examiner NOA No. 17-1023.09 Expiration Date: February 11, 2021 Approval Date: December 21, 2017 E-1 • F E D C B A { Top Bracket Detail A (sheet 2 of 3) Door Height 5'-0' Tasted See chart below for other door heights o B 2 { I! Bottom Bracket Detail C (sheet 2 of 3) 3 { Maximum Door Width 9' - 2" 4 End & intermediate Stiles (Badcess) Detail L (sheet 2 of 3) Sae chart below for calanfly Attached with 3 mm TOLL-LOC al 2 pr•mi. i; End Hinge Detail B (sheet 2 of 3) tr Strut & Strut Attachment Detail E (sheet 2 of 3) Intermediate Hinge Detail D (sheet 2 of 3) This product hos been tested per TAS202-94 for static air pressure. This product has been tested per TA5201/203-94 for large missile impact and cyclic wind pressure. Model Number HT 80 & 2_80 SERIES HT 81 & 2 81 SERIES HT 82 & 2 82 SERIES HT 90 & 2 90 SERIES HT 60 & 2 60 SERIES HT 61 & 2 61 SERIES HT 63 & 2_63 SERIES HT 64 & 2 64 SERIES HT 70 & 2 70 SERIES HT_71 & 2 71 SERIES HT_72 & 2_72 SERIES HT 73 & 2 73 SERIES HT 74 & 2_74 SERIES HT 10 & 2 10 SERIES HT_12 & 2_12 SERIES HT_14 & 2_14 SERIES HT 16 & 2_16 SERIES HT_32 & 2_32 SERIES HT_33 & 2 33 SERIES Door Width Desiggn Pressures End Stiles Center Center Center impact +psi - psf Stiles Hinges Stiles Hln es Stiles Hinges Resistant ra.0 vr-lr 65.0 -65.0 Singh 2 1 %/�� /' i/// �/��77/ YES .-65.0. -65.0 . Single 3 1 �//ji/".. 33 ,i �A r 1 Av /lir, YES %Z/ .//�// ,/ 4/. YES r-r env oz. 65.0 -65.0 Single %% �/ //`% ratwxr-r 65.0 -65.065,p Singh - ��. // �% ��7 4y i /� , 3 1 YES This product is available in narrower sizes with the some PSF and constructed as shown. This product is des gned and sold by PSF. The AHJ or Engineer of Record is responsible far determining the PSF required for any given site. 2 { 3 r 4 5 { 6 NOTE Track configuration above the door opening does not affect the wind load rating of the door. SINGLE STEEL END STILE 16 Ga Galvanized Steel Detail M (sheet 2 of 3) Slide Lock Shown Detail G or Lock Bars Detail J (sheet 2 of 3) 66? +/- 3• 54? +/- 3" 4 38 ' +/- 3" B 22" +/- 3" { 7 { REVISIONS 8 PM. A a her ee Al u 02 Nl on 5 Eva BESCEOTON Simi 1 .Mn. o,lu./56 chomped e to Awl 2 Added NOTE: The B"l—rnanl' 3*M 2 Mbr '3' N.ni* en dl.mnb.' AK 2 Ad.d 3 MMmd. Annan BIOL.. TO DECAL-S. sled 3 Oslo 'Baas .als ATrAMMIUT nem 3 Champed m P*erdhaw ream Shed 3 dales mme moms M Ibe e000 JAYS ATa mlesl awl Ban Inv,, Flag Bracket Detail H (sheet 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) A 4'+/-3' 10}'+/-3"— Jomb bracket quantities shown are for use with grade 2 or better southern pine Iambs. Supporting structural element designs ore to be the responsibility of the professional of record for the building orstructure for the loads listed on this drawing. Helort TotalTotalNo. No of Sections of Struts ConfigurationBride) Jamb Side 6'-0" 3 3 5 6'-0" 4 4 5 6'-3" 4 4 5 8'-6" 4 4 6 6'-9" 4 4 SEE 6 7'-0" 4 4 SHEET 6 7.-3" 4 4 30F3 e 7'-8' 4 4 6 7'-6' 5 5 •• 413•, 7i.9' 4 4 • 6 T-9" 5 5 • • 6•, 8'-0" 4 4 • 6 8'-0' 5 5 _ •• iB• Maximum section height is 24 in. Maximum door height is 16 ft. All doors, even those above the 4$estecb fight, - are available with jamb brockees o• eamOnerclal full angle. The quantity and dirne signal, location of the jamb brackets/track clips and • the jamb mounting shown abate &mould to maintained. • • { 5 I NOTICE: These drawings are a supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. If these specific procedures ore not followed, the door may not perform os designed. • • • • • •• • •• • • • • • • •- • • • • • • nil S)I to • • • • Wasson, Ohb43591 • • • • •41813748900e • • :thati4c,T RESISTANT PRODUCT REVISED a• complying with the Florida Building Code NOA-No. 1T-1023.09 Expiration ' 02J11/2021 By MIS ue on SC4T�////, �`\7•t? GEN9f F• s - p10.51131 t ce 4- `%. BToOP• ,w.".. �iq�O,c •.,FLOR�� �0?� //FSStoNA`\N. ohn E Scot P.E. (o(?tffl 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. 1( 51737 This product hos been evaluated for use in the High Velocity Hurricane Zone (HVHZ). F E 6 •,wwdw • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 9'2" HT 600, 700, 2000 & 800 Si EEL SERIFS HVHZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +65.0/-65.0 PSF IiAt4111h NO- w1..0600.0110-08.65.65M-D JeEs. B GATE OF* 12/1/14 jam if MVS BOOBOO See Sheet 3 'SHEET: I OF 3 7 8 D C B A F E D C B A 1 0 DETAIL A PUSH NUT 7/16" See DEDSLJS for push nut placement ADJUSTABLE TOP.. FIXTURE 12 Ca TEE SCREW 1/4" X 3/4" Hee Washer Head Self Drilling (4 per Bracket) TEE SCREW 1/4" X 3/4" Hex Washer Head Sell Drilling (3 per Bottom Bracket) BOTTOM BRACKET 12 Go Galvanized Steel PUSH NUT 7/16' See DETAIL K for push nut placement BOTTOM SEAL ALTERNATE #3 TO DETAIL C OUTSIDEKit HANDLE 44 WI LOCK BARS Engage into the vertical track on each side of the door DETAIL J Alternate Lock Configuration SINGLE STEEL END STILE 16 Ga Galvanized Steel Detail hi (sheet 2 of 3) 1 2 DETAIL B { 3 END HINGE 14 Ga Golvanized Steel TEK SCREW 1/4" X 3/4" Hex Washer Heod Self Drilling (6 per Hinge) PUSH NUT 7/16" See DEIAILji for push nut placement DETAIL D 1/4" DETAIL K Then should be a space of I/4" between the roller hub and the outside edge of the roller holder which is set by the push nut. DETAIL C INTERMEDIATE HINGE 18 or 14 Ga Galvanized Steel TEK SCREW 1/4' X 3/4' Hex Washer Head Self Drilling (4 per Hinge) 4 TEK SCREW 1/4" X 3/4" Hex Washer Hood Self Drilling (3 per Bottom Bracket) BOTTOM BRACKET 13 Go Galvanized Steel PUSH NUT 7/18" See DETAX K for push nut placement BOTTOM SEAL TEK SCREW 1/4' a 3/4" Hex Wosner Heod Self Drilling (2 par End & Intermediate Stiles) NOTE: The laeotion of the Intermediate hinges is indicated by the TOG-L-LOC dimples at the top of each eection. 18' Section - 17 21" Section - 20 " 24" Section - 23 r 5 TEK SCREW 1/4" X 3/4' Hex Washer Head Self Drilling (3 per Bottom Bracket) BOTTOM BRACKET 12 Go Galvanized Steel PUSH NUT 7/1s' See QEIAILS for push nut placement BOTTOM SEAL ALTERNATE #1 TO DETAIL C DETAIL E 18' Section - 17 )" 21' Section - 20 fj 24' Section - 23 0" --.I 2g- I. — DETAIL L MATERIAL: 20 GA CS Steel, G40 Min. Hot Dipped Galvanized NOTE: Jamb Loads: +292.5 lbs./ft. / -292.5 lbs./ft. End & Intermediate Stiles (Backers) Min. Detail I (sheet 2 of 3) f 1' Attached with 3 ram TOC-L-LOC at 2 places. A /ft. 77 % II n I I r-*- DETAIL M MATERIAL 18 GA CS Steel. G40+ Min. Hot Dipped Calyanlzed BOLT & WASHER 5/16" X 1 5/8' Log Bolt & 2" 0.D. x 7/16" I.D. Flat Washer NOTE: Jamb bracket must be in direct contact with the 2x6 (No drywall allowed). NOTE: The flat washer is not required for angle mount. { 2 VERTICAL TRACK 2" Nominal 13 Go Galvonized Steel tested. 3" Nominal 13 Ga is also approved as on alternate. SECTION B-B 3 of WOOD JAMB The vertical wood jamb fasteners may -be countersunk to -provide a flat mounting surfoce. See jamb attachment details on sheet 3 for attaching jambs to the structure. SINGLE STEEL END STILE 16 Ga Galvanized Steel Detail M (sheet 2 o1 3) { 4 } 3 1/2" x 4" E STRUT 18 Ga 50 K51 Minimum Galvanized Steel 4n 3" It 3 1/4" BRIDGE PLATE 18 Go 50 KSI MINIMUM Galvanized Steel Atloched with 3 ram TOG-L-LOC ot_4 Corner 6 7 TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (3 per Bottom Bracket) BOTTOM BRACKET 12 Ga Gallonized Steel PUSH NUT 7/16" See 11FTAIL K for push nut placement BOTTOM SEAL ALTERNATE #2 TO DETAIL C DETAIL F ROLLER 2" Diameter Nominol Eleven Ball Nylon or Ten Ball Steel with a Minimum Workable Shaft Length Shown. • • • • • • • • • • •• • • • • • • •• • DETAIL H NOTE: Details on seme•vtebes omitted • • • for clarity. Doubt; trod sties and ejfd •• hardware may be r.quirede on *Hideo or • heavier doors. • • • • • •• ••• • • 5 6 } JAMB BRACKET 12 Ga Galvanized Steel BOLT & NUT 1/4-20 X 5/8" Cordoge Bolt & 1/4-20 Hex Washer Nut (1 per Jamb Bracket) VIM n I EVIEI••E eaolell 8 NMI A e 86 Al 42 rein A2 LIVS 35521 I Jena eW/Se. meq.. 5 to e 9,s1 2 Added slam 155 ea_xw,nt' A_1 2 Asd.d Y eenl.a-an Alternate Shad 2 Added 3 Pam. Belles erecl.t. Te BO..LL 35551 3 AI. `Aam N1• ATfboeadoT Sea 3 Change. re PdWo.taee room 9.e 3 OOvvgqMM in Us WOOS .IAIO ARAa4ellf dart velum Vwn snout DETAIL G PRODUCT REVISED es complying with the Florida Building Code NOA-No. 17-1023.09 FLAG BRACKET BOLT 5/16' X 1 5/B" Log Bolt (4 per flag Bracket) BOLT & NUT 1/ a yplt 1/ u 20 1/e Weaker gut (; f r onjonti & for v�ticl Trojkl • • SUDE LOCK (One On Each Side of The Door) or LOCK BARS (see PFTNL J) SLIDE LOCK or LOCK BARS Engages into the vertical track on each side of the door TEN SCREW 1/4" X 3/4' Hex Washer Head Self Drilling (4 per Slide Lock) John E Scales. P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. it 51737 *MAACI' RESISTANT This product hos been evaluated for use in the High Velocity Hurricane Zone (HVHZ). Mason, Ol b 135E • •Ones ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• a•• • • • • • • • • 9'2" HT 600, 700, 2000 & 800 STEEL SERIES HVEZ WIND LOAD SECTIONAL DOOR DESIGN PRESSURE +65.0/-65.0 PSF yIASIS8o0. WL-0600-0110-08-65-65M-DIR61I. B 1EIIlI 12II/14IDIOMBIT: MVS NODEL(E): See Sheet 3 7 { 8 (SNEER 2 OF 3 F E D C B A i •••• • • •••• • • • • • • •• • • • •• • • • •• •• • • • • • • • •• •••• • • • • • •• • •••• • • •• • • ••• • • •• • • • •• •• • • • • • • • • • • • • • • • • • • •• • •• • • •