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I 11/19/2021 Florida Building Code Online � �B I r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map Links Search F►odda " oa'1I Product Approval I .USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail. i .44 FL# FL15371-R3 N bV 2 2 2021 Application Type Revision Code Version 2020 St.Lucie County Permitting ® Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived I Product Manufacturer DAB Doors Company,Inc. Address/Phone/Email 12195 NW 98 Avenue Hialeah Gardens,FL 33018 (305)822-7870 - RBerger5l8@hotmail.com Authorized Signature Jalal Farooq veronica@afceng.com Technical Representative Allen Berger Address/Phone/Email 12195 NW 98 Avenue Hialeah Gardens,FL33018 rbergerS18@hotmail.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By JAVAD AHMAD PE,INC. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By i 1 i Product Approval Method Method 1 Option A i Date Submitted, 07/20/2016 , Date Validated 02/16/2021 https://floridabuilding.org/pr/pr app_ tl.aspx?param=wGEVXQwtDgtHB572gvdW[YeOJ8oi3UxesBpONNZaHM8DAW01H4Dsw%o3d%3d 1/4 • 11/19/2021 Florida Building Code Online Date Pending FBC Approval Date Approved 02/24/2021 Summary of Products FL# Model,Number or Name Description 15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16-2"x 16'steel sectional Steel-Sectional Garage Door 16'-2" garage door. Wide w/Window Lite Option. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-2X16 Approved for use outside HVHZ:Yes NOA 20-0901.24.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+48/-52 07/21/2025 - i - Other:See attached NOA#20-0901.24 and limitations of use Installation Instructions for installation instructions. FL15371 R3 II Limitations.Of Use.pd FL15371 R3 II Steel Sectional Garage Door 16-2X16 NOA 20-0901.24.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.2 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional Steel Sectional Garage Door 16'-2 garage door. { o Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16- Approved for use outside HVHZ:-Yes 2X16(LMI)-NOA 20-0901.25.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+36/-44 07/21/2025 Other:See attached NOA#20-0901.25'and limitations of use Installation Instructions for installation instructions. FL15371 R3 II Limitationsbf Use.pdf FL15371-R3 II Steel Sectional Garage Door 16-2X16(LMI NOA 20-0901.25.pdf Verified By: Miami-:Dade BCCO-CER. Created by independent Third Party: Evaluation Reports. Created by Independent Third Party:. 15371.3 Hurricane Master Model 824/811 Large'missile impact resistant 16'-2"x 16'steel sectional Steel Sectional Garage Door 16'-2" garage door. ' Wide w/Window Lite Option Limits of Use ' Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 16-2X16 Approved for use outside HVHZ:Yes (LMI NOA 20-0901.11 pdf ' Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+27/-30 08/14/2021 Other:See attached NOA#20-0901.17 and Limitations of Use Installation Instructions for installation instructions. FL15371 R3 II Limitations:Of Use.pdf 'FL15371 R3 II Steel Sectional Garage Door 16-2X16 NOA 20-0901.17.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.4 Hurricane Master Model 824/811 Large missile impact resistant 16-2"x 16'steel sectional. Steel Sectional Garage Door 16-2" garage door Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC 16xi6iGarage Door NOA 20-0929.12.12-df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/22/2025 Design Pressure:+56/-64 Installation Instructions Other:See attached NOA#20-0929.12 and Limitations of Use FL15371 R3 II 16x16 Garage Door NOA 20-0929.12.pdf for installation instructions FL15371.R3 II Limitations Of Use.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.5 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"x 16'steel sectional Steel Sectional Garage Door 18'-2" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Hurricane Master Model 18-2 NOA 20- Approved for use outside HVHZ:Yes 1013.17.pdf I - https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWlYeOJ8oi3UxesBpONNZaHM8DjjWUl H4Dsw%3d%3d 2/4 1 11/19/2021 Florida Building Code Online Impact Resistant:Yes Quality Assurance Contract Expiration Date i Design Pressure:+55/-64 03/10/2023 Other:See attached NOA#20-1013.17 and limitations of use Installation Instructions I for installation instructions. FL15371 R3 II Hurricane Master Model 18-2 NOA 20- 1013.17.pdf FL15371 R3 II Limitations!Of Use.pdf Verified By: Miami-Dade BCCO-CER. { Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.6 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"x 16"steel sectional Steel Sectional Garage Door 18'-2" garage door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLIS371 R3 C CAC Steel Sectional Garage Door 18- Approved for use outside HVHZ:Yes 2X16 LMI -NOA 20-1005.081pdf- Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+40/-44 03/29/2022 Other:See attached NOA#20-1005.08 and limitations of use Installation Instructions for installation instructions. FL15371 R3 II Limitations Of Use.pdf FL15371 R3 II Steel Sectional Garage Door 18-2X16(LMI)_ NOA 20-1005.08.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation,Reports Created by Independent Third Party: 15371.7 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x 16'steel sectional garage Steel Sectional Garage Door 9'-4" door. Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLIS371 R3 C CAC Steel Sectional Garage Door 9- Approved for use outside HVHZ:Yes 4X16(1�ff)-NOA 20-0901.19:pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-60 08/09/2021 Other:See attached NOA#20-0901.19 and Limitations of Use Installation Instructions for installation instructions. FL15371 R3 II Limitations Of Use.pdf FLIS371 R3 II Steel Sectional Garage Door 9-4X16(L�= NOA 20-0901.19.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 153.71.8 Hurricane Master Model 824/811 Large missile impact resistant 9'-4"x 16'steel sectional garage Steel Sectional Garage Door 9'-4" door. j Wide w/Window Lite Option Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Steel Sectional Garage Door 9- Approved for use outside HVHZ:Yes 4XI6 LMI)-NOA 20-0901.18:pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+62/-70 10/04/2021 Other:See attached NOA#20-0901.18 and Limitations of Use Installation Instructions for installation instructions. FL15371 R3 II Urnitations'Of Use.pdf FL15371 R3 II Steel Sectional Garage•Door 9-_4X16(LMI NOA 20-0901.18.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15371.9 Model 924 Steel Sectional Garage Large missile impact resistant 12'-4"x 18'steel sectional. Door 12'-4"Wide garage door Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL15371 R3 C CAC.12x18 Garage Door NOA 20-0901.23.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/14/2025 j Design Pressure:+60/-65 Installation Instructions Other:See attached NOA#20-0901.23 and Limitations of Use FL15371 R3 II 12x18 Garaae Door NOA 20-0901.23.pdf for installation instructions FL15371 R3 II LimitationsiOf Use.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Cre d by Inde endent Third Party: 15371.10- Storm:Master:Model 824/81-1/812 Large.missile impact resistant 10'-4"x_16'steel sectional Steel.Sectional_Garage,Door up to garage door-- 10.'4 Wide.w/"Optional.Insulation and'Window:Lites https://floridabuildingo. ag pr/pr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWIYe0J8oi3UxesBpONNZaHM8DjjWU1H4Dsw%3d%3d 3/4 11/19/2021 Florida Building Code Online Limits of Use-- Certification Agency Certificate Approved-for use in HVHZ:Yes FL15371 R3 C CAC Steel_Sectional=Garage=Door 10- Approved for use outside HVHZ:"Yes 4X16(LMI)-NOA"20-0901.20:odf Impact Resistant:Yes Quality"Assurance-Contract Expiration Date Design-Pressure:+42/-52 03/15/2023 OthemfS-ee`.attached.NOA#20-0901.20 and Limitations Of Use Installation Instructions for installation instructions.. FL15371_113-I1 sLimitations Of Use.pdf FLi5311 R3 1I Steel Sectional Garage Door 10-4X16(LMI_ NOA 20-0901.20.pdf Verified.By:-Miami-Dade BCCO-CER Created by Independent Third Party: ; Evaluation_Reports Created by IndependentThird7Party: 15371.11 Storm Master Model 824/811/812 Large missile impact resistant 9'-4"x 16'steel sectional garage Steel Sectional Garage Door up to door 9'-4"Wide w/Optional Insulation and Window Lites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15371 R3 C CAC Storm Master 824-811-812 9X16 NOA Approved for use outside HVHZ:.Yes 20-0929.11.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+42/-52 03/15/2023 Other:See attached NOA#20-0929.11 and Limitations Of Use Installation Instructions for installation instructions. FL15371 R3 II Limitations Of Use.pdf FL15371 R3 II Storm Master 824-811-812 9X16 NOA 20- 0929.11.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back .___ Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State.of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgtH8572gvdWlYeOJ8oi3UxesBpONNZaHM8DAWUI H4Dsw%3d%3d 4/4 yk- T, MIAW E I MIAML-DADE-COUNTY PRODUCT CONTROL:SECTION 14805 SW26 Street;Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I Miami,'Florida 33175 2474 -BOARD AND CODE:ADMINISTRATION DIVISION T(786)3115-2590 F(186)3 i5 2599 NOTICE OF ACCEPTANCE.(NOA) W*�w.miam 1dade.eov/ecoirmni i DAB Door Company,Inc. 12195 NW 980 Avenue Hialeah Gardens,FL33018 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials:The documents►tion.submitted`has been reviewed andaccepted`by'Miami-Dade County.RER Product Control Sectionto be used in Miami-Dade County and otherareaswhere allowed by theAuthonty Ha"ving7urisdiction(AHJ). This NOA shall notbevalid afterthe expiration date stated below.The:Miaini-Dade CountyProductControl,Section an Miami-Dade County)and/or the AH7(in.areas other than.Miami-Dade County)reserve theright to have this,product or matenal,tested for quality assurance purposes.Iif this product-or material fails'to perform in the accepted manner,the, manufacturerwill incur the expense of such testing and the AHJ may immediately'revoke,modify,or suspend theuse.o f such product or-.material within their jurisdiction, RER reserves the right to revoke this acceptance,if it;is determined by Miami-Dade County.Product Control:Section that this product,or inaterial fails to meet the requirements of the applicablebuilding code.. This-product'is:approved:as descrilieil lierek and hasbeen designed to comp lywith the Florida Building Code,including the High Velocity Hurricane:Zone. DESCRIPTION c Storm Master Model 824/811/812 Steel Sectional Garage Door up to 10ftr-4in.W ide w/Optional Insulation and Window Lites(DP-+42:O;i-52 O PSF) APPROVAL DOCUMENT: Drawing No: 18-04D,titled"24 GA:RoU Formed Steel Sectional.Garage Door".,she 1 through 5.0f-5,dated 12/20/2017,with revisionB dated 01/20/2020,;preparedby Al4arooq Corporation, signed and sealed by-Jalal Farooq, P.E., bearing the Miami-Dade County Product Control approval stamp with the.Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and;Small Missile lmpactResistant LABELING:_A permanent labelwith the manufacturer's name or logo;manufacturing address,model. number,the positive.and negative design pressure rating,indicate irnpact ra ted if app li cable,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 innersurface of a panel. RENEWAL of this NOA.shall be considered afters renewal application has.beea filed and'there has been no change in the applicablebuilding codenegatively affecting the pedoim ante ofthisproduct. TERMINATION of this NOA will.occur after the expiration date or if there has:been,a revision or change in the materials,use,andlormanufaetureof the product orprocess.Misuse of thisNOA asanendorsementofanyproduct,for sales,.advertising or any other purposes shall Auto inatically terminate this NOAw Failure toycomply with any section:of this NOA shall be causefor.terminationand removalofNOA. 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. copy of this entire NOA shall be.provided to the.user b the manufacturer INSPECTION;A co p Y or its distributors and shall be available for inspection atthcjobsite atthexequest of theBuilding Official. This NOA revises NOA#171206.14 and consists of this page 1 zn&evid:ence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted.'d_ocumentation was reviewed by CarlosM,iftrera,_P.E. f . hlrAMkt)AQEGQUDrTi Y �r� Expiration Date:March 15,2023 ApprovatDate:.December 03,2020 E.age:1 i DAB Door Cociipany,Inc. NOTICE OF ACCEPTANCE:.EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED IN PREVIOUS NOA#17-1206:14 A. DRAWINGS 1. Drawing No. 18-04D, :titled "24 GA. .Roll Formed. Steel Sectional Garage Door"; sheets 1.through 5 of 5:,dated 12/20/2017,with revision-A dated.02/08/2018,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,F.E. B. TESTS 1. Test.reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS.202-94 2).Forced Entry Test per FBC TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24_ GA Sectional Garage Door with Fixed Windows; prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-17-5020, :dated 11/03/2017, revised on 02/09/2018, signed and sealed by Rafael:E.Droz-Seda,P.E. 2. Test reports on 1)Large.Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FB.C;.TAS'1203-94 along with marked-tip drawings :and installation diagram of a DAB 924 24 GA Sectional Garage. Door with Fixed Windows,.prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-17=5021, dated 11/03/2017, revised on 02/09/2018, signed and sealed by'Rafael E.Droz-Seda,P.E. 3. Test report on.Tensile Test per ASTM E 8 of.24 ga. (0.024") steel samples, prepared by Hurricane Engineering & Testing, Inc.,. Report No. AETI 1.14100, dated 01/21/2011, signed and sealed by Candido F.Forit,P.E. 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G40 steel panels; prepared. by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W.A.Jackson,P.E. C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 12/19/2011, signed and sealed by Javad Ahniad,P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and'Economic Resources (RER). Carlos M.Utrera;P:E. Product Control Examiner NOA No.20-0901.20 Expiration Date:.March 15,2023 App"r6VA..:Date: December 03,2020 E4 r DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet. Products, approved on 12/1012.015 and expiring on 07/17/2018. 2. Notice of Acceptance No.17-0221.06, issued to Insulfoam; LLC,for their Insulfoam Expanded Polystyrene Insulation,expiring on.11/29/2022. 3. Notice of.Acceptance No. 16-1108.04, issued to Dyplast Products; LLC, for their Dyplast:ISO-C1 Polyisoevanurate Insulation,expiring on 01/11/2022. 4.. Notice of Acceptance No. 154203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation,approved on.03/17/2016 and expiring on 02/214/2021. 5. Notice of Acceptance No. 15-041.0.11, issued to REHAU Construction, LLC, for its White Rigid PVC Extrusions forWindows and Doors, approved.on 09/24/2015 and expiring on 09/24/2020. F. STATEMENTS 1. Statement letter of code.conformance to the 51h edition(2014) and 6d, edition(2017) FBC and of no financial interest issued by A1=Farooq Corporation, dated 12/19/2017, signed and sealed by Javad Ahmad,P.E. I Carlos M.Utrera;P.E. Product Control.Examiner NOA=No. 20-0901420 Eapiration.Date March 15,202 3 Approval Datc:December 03,2020 E-2 i DAB Door Company,Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED, 2. NEW EVIDENCE SUBMITTED. A. DRAWINGS 1. Drawing No. 18-04D, titled "24 GA. Roll Formed Steel Sectional Garage Door", sheets I through 5 of 5,dated 1212012017,with:revision B dated 07120/2020,prepared by At-Farooq Corporation,dated 08/21/2020,signed.and sealed by Jalal Farooq,P.E. B. TESTS I. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam,LLC, for.their Insulfoain Expanded Polystyrene Preformed Block Type I Insulation,expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Potyisocyanurate Rigid.Foam Insulation, expiring on 01/1.1/2022. 1 Notice of. Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets,approved on 01/1.5/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7111 Edition) and FBC 2017 (011 Edition), prepared by Al Farooq Corporation, dated, 07/1512020, signed and -sealed by Mal Farooq,P.E. Carlos M.Utrera,P.E. Product Controt Examiner NOA-No. 20-0901.20 Expiration Date:March 15,2023. Approval Date, December 03,.2020 E-3 7 1/2 X S X'A,& 5 CA.CAL.V.STEEL . s PUSH NLIF TOP hXRiM 61/2•X.;.2 3/4 x tZ C1t. u' rtj END ROLLER,HINGE -♦ STEEL.PLAT6'VtRH ONE'5/18 18 LA W/,NUT 3 W/(a)#14 X S/8'SUS t `t, ,FASTENID TO END,SOLE WITH - TOOBBE1'1INSTALLED AT 1� _ �WITHOUT'DELRON SL,EEvE-.(STD). f„ - �O Y t (5)�14%3/4.SELF DRILLING S/�tEWS ANt CENTER STILE .` WIfH DEIRON SLEEVE(OPTIONAL) 111 SStE .. -m E SHEET 3 FOR TOP BRACKET OPTIONS Z� b ` 000 1 A �` h r 7-112"X 2 1/4"X`14 GAtI tl i. t ... •O, CAAW��.STEEL C✓.NfER HINGE ® �� CDL, SRLES ; er WWRH 0)QRONXSLEEVE:Val�"((O TER OMN� LOCK,.` ``..,♦`. " I t 01. .:�.. -.. r. 1,.1,W.X.15 uk U to C3 `7 n Al '` STANDARD LOCH: �♦,` t m sEHG LDADED SLIDE BOLT Both.sioEs� ( �Ct° FCONFDR►1SWTO.$ECLtOIC IO a REGhROWGf ♦ ♦ 4t • .... "' _ 5/8 NL9 IACH ENGACIDIENT t - p AM- Ut CAW-AIRCRAFT.YPE �CAfLICE 1100�5 ..... •CABLE&N1COrPAF55 SLEEVES ,. .-.®.. '±♦ -�. - _ �{r= .._. 11IN:5IO-1.,SiF•ELY'FICTDR' .� ♦ i A re i g oS r z<SJ4w x e'H x 12 cA THw1 - .� , SEQ"M 1 3/8 DEW __ems.-- ..,�.�• WITH(4)..IN. X 3/4 `�U -6' �� y •-: SELF D.RIWNC SCREWS ` �� ♦ o �� ,� , . DOOR WID7TlS BRACKET.. `BRACKET c n�; STD.UE7 ODOR r LAW HEADROOM �I� DOOR! OPi10N � Q,¢ . HL3GHT i.. CONSISTS OF Z=7/Q X 3=t/B'x 12'CA . 3^ [- a e 2sEcnata 1 :.2 SECTNNS Tt DUfSIDE L. _ 's7ED,PLATE • .OP.TX)NBk-DESIGNS• V 9 6' r SEC110N to ]StxT%tNs`2t HANDLE END STILE WITH. (4)/14:X;3/4'SOS t 1:•FLUSH FACE.' 2 ID-WOOD,GRA14 7' s-SEC710N5'2t• - Of?TIOITAL.VENTS 7_�. -. . . _. �.�-, •' ', ., , .' (3T'S7 WIDE AT"?'0:0.MAX. 3y .. ,.. �Z 12. - , O0.P3 SNMOTJ LINE, �1 �" 7-6. 8•SMIMS 19' •, NO.•AREA NOT TO EXCEED 120 S0:INi, p c"gg` 7'"9 4 SEr11XMS-19=t.•SECTXIN-2t' LOCK'BAR CUIDIS. 01 m ffi' 8'...3.8txilOttS 18'2-SWRONS-21 INSTALLED•ON END:SIRE tUfT.DWR'WfDTH - 9-3T 2:SECTIon 18'J scCOONB'21 r n WH1L(4)d14 X 5/6`-SMS .. .... 8'-e. I-SECOON 16' 45ECtWN57t p.. Aarx 6W LOCK Wl .. `., a-s ssEccnoes;zt• ENik&INIRAac. - INSi6E ELEVATION SEC110N5`, ... 3.. ON+.FACI4 SIDE,OF'OOOR !14 X 3/4 $ELF DFMMO`SCREWS NAY Ik USID - RAISED PANEL?EMBOSSE{) DOOR•' - a-3 ssECLto 531:;f.sEcnaa i, , r,UEU OF Ala X s/e''slas ^�,, I)AH DQO)iS'RfC a-6 4sEcrw+s'ae 2sEcnorsst OiLTSiOE'KD neu 5Eorm Mo9t6rm7Aodel 824/8T1812 s s• 3 sstrtowa0 r Tcttorts 21 x-, Sue TD-4`X 15 O'`HTgh TO` r•sEfato+s<ta'♦•SECTIONS 21 IDCIC:t3AR _ With Ylindoa.Lit9.Option 1 S•'1 SIMON'15' S SECTtpiS 21 - 10. 6•-6.'SMWNS3r ALTLFNAIE,TOE w s 6 sEcmns:/e 1 sccnro121• LOC SH�OWNW AB VE DDLt' G �-��TES: DESIGN PRESSURE;RABNG c + 42 a PSF `' > t t� s SECTIONS IE'2 SECtgHS-2t 1 THIS F!RODUCT HAS'BFEH DESIGNED AND TESTED TO COMPLY To 52 9 PSF ` rN-a ,:SEcmrs re•3;sEc7oxs zr. NEQLAAEKIENTS OF THE zon(6Di:EDM0N)/zo20(7TH.EDMOW).FLORIAA: n-a 3 SEOTKM 07 4.SLCRONS 21 "LAG CODE INCWNWHIGH YELOCRY HURRICANE•ZONE(H4HZ),: THL4 PRODUCE 1S`RATED FOR LARGE NISSIIb.IMPACF 2 SECDONS'I 5 SECtt@tS 2t - -- 72'-I- 78'a SECOONS 21 2 ANCHORS SHALL BE.CORRO$IQN;RESTSTANt SPACED'AS'SHOWN Oh�:DE1'N[S; DOOR lE,S1ED W ACCONDANCE:W[Dt hIC'Effg11REMDlTS OF FLORIN r2 3 7.SECDGNS 211 AND INSTALLED'.PER WWUF'S.INSTRllCTIONS•SPECIFIED.E11Bl9LiENT.TO BASE, wL6p� 7As-2p2 iA5-ZOt do 7A5�2OS FOR iM1Z LINO L) 12-6'6'SOCtaN6.18"2 sEC60N5 2t 1UITERIMs::ShiALI BE f3EY0N0 WAl.I:ORESSIL}'G'.`OR-SWCCO. 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CU21NG,87TE; 'w+ImGw.wrotN F-8c - 14-1-- r I`GI Ocn 20 Z 0 �� r 11/19/2021 Chapter 16 Structural Design / 1609.1.2.4.2 Impact-Resistant Coverings Impact-resistant coverings shall be labeled in accordance with the provisions of Section 1709.9. 1609.1.3 Testing to Allowable or Nominal Loads Where testing for wind load resistance is based on allowable or nominal wind loads, the design wind load: determined in accordance with ASCE 7 or Section 1609 are permitted to be multiplied by 0.6 for the purposes of the wind-load-resistance testing. 1609.2 Definitions For the purposes of Section 1609 and as used elsewhere in this code, the following terms are defined in Chapter 2. HURRICANE-PRONE REGIONS. WIND-BORNE DEBRIS REGION. WIND SPEED, Vult- WIND SPEED, Vasd- 1609.3 Ultimate Design Wind Speed The ultimate design wind speed,.Vult, in mph, for the determination of the wind loads shall be determined by a Figures 1609.3(1), 1609.3(2), 1609.3(3)and 1609.3(4). The ultimate design wind speed, Vult, for use in the signn of Rik Category II'buildings and structures_II be obtained from Figure 1 Gn9.30) The ultimate design wind speed, Vult, for use in the design of is Category III buildings and structures shall be obtained from Figure 1609.3(2). The ultimate design wind speed, Vult, for use in the design of Risk Category IV buildings and structures shall be obtained from Figure 1609.3(3). The ultimate design wind speed, Vult, for use in the design of Risk Category I buildings and structures shall be obtained from Figure 1609.3(4). The ultimate design wind speed, Vult, for the special wind regions indicated near mountainous terrain and near gorges shall be in accordance with local jurisdiction requirements. The ultimate design wind speeds, Vult, determined by the local jurisdiction shall be in accordance with Chapter 26 of ASCE 7. The exact location of wind speed lines shall be established by local ordinance using recognized physical)landmarks such as major roads, canals, rivers and lake shores wherever possible. https:Hup.codes/viewer_exporttjuds key/flp ida/pub/flodda_building code 2020/ref/16 42/99 �u. e, 11/19/2021 Chapter 16 Structural Design I �`/ 130 120 115 li;o 130 15@ 20 V nN" sue,, a olnrx �n�� W Pa sa 1v �` Nalton.a . ,f�_'" Q11'4A Lear .N H 'sltl �s WIN , SG k 15 @ j ►ivaNt PLC-AM . Mzu 140 oR�a. Pmo I 6o uotes: 150 values'ere tultim,Ac desagn a-second gust 170 wind speeds in-miles per hour -('/s) at ' 'ff`•(lt�),above ground;for Ezposaire C cat; �lautre � m�dxel egory. �g4tax� ' 2 Linear interpolation between cohtours 160 DOW i:s perwi.tted. eehe ="•w .,, 7fiNtn� Guts �. Islands and coastal areas outsi� t ax Last contour shall use,the last aind•speed 170 t7 contour of the coastal area. r= 4. Mountanaus terrain, =gorges, ocean pPoswnfor7esa slid specsailmind regions' shall be'exaiined for;_unurwal +,find condl- tipns. - �_ '. - Ise 5.. Wind speeds,c©rrespond to appr6O.Matdy may a T% probability of exceedance'3n 50'•years (Annual-Ex4eedance Probability = 0.00 43, MRF'm Z043.yaars)., r , FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORYII BUILDINGS AND OTHER STRUCTURES https:llup.codes/viewer export/juris_key/floddatpub/flodda building code 2020/ref/l6 43/99 Qom. TABLE 1609.3.1 WIND SPEED CONVERSIONSa,b,, Vrr 100 110 120 130 140 150 160 170 180 190 200 i%5e 78 85 93 101 108 116 124 132 139 147 155 For SI: Imile per hour=0.44 m/s. a.Linear interpolation is permitted. b, l_d=nominal design wind speed applicable to methods specified in Exceptions 1 through 5ofSection 1609.1.I. c. V It=ultimate design wind speeds determined from Figure 1609.3(1),16093(2)or 1609.3(3). TABLE 1609.6(2) ADJUSTP41ENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE(A) MEAN ROOF HEIGHT(feet) EXPOSURE B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 . 25 1.00 1.35 1.61 30 1.00 1.40 . 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 R609.4.1 Garage door labeling. Garage doors shall be labeledwith a permanentlabel provided bythe garage door manufacturer.The label shall identify the garage door manufacturer,the garage door model/ series number,the positive and negative design pressure rating,indicate impact rated ifapplicable,the installation instruction drawing reference number,the Florida product approval or Miami-Dade productapproval number ifapplicable,and the applicable teststandards.The required garage door components for an approved garage doorassembly may be indicated using a checklist form on the label.If a checklist format is used on the label,the door installer or the garage door manufacturer shall mark the selected components on the checklist that are required to assemblean approved garage doorsystem.The installation instructions shall be provided and available on thejob site. TABLE 1609.6(1) NOMINAL(ASD)GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B(PSF)'-2,3,4,s ULTIMATE DESIGN WIND SPEED(VJ DETERMINED IN ACCORDANCE WITH SECTION 1609.3(MPH-3 SECOND GUST) Width Height 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH 190 MPH 200 MPH (ft) (ft) Roof Angle 0-10 degrees 8 8 +10.0-10.0+10.5-11.9+12.5-14.2 +14.7-16.6+17.1 -19.3 +19.6-22.2+22.3-25.2+25.1 -28.5 +282-31.9+31.4-35.5+34.8-39.4 10 10 +10.0-10.0+10.2-11.4+12.1 -13.6+142-16.0+16.5-18.5 +18.9-21.2+21.5-24.2+24.3 -27.3 +27.3 -30.6+30A-34.1 +33.7-37.8 14 14 +10.0-10.0+10.0-10.8+11.5-12.8+13.5 -15.0+15.7-17A +18.0-20.0+20.5-22.8+23.1 -25.7+25.9-28.8 +28.9 -32.1 +32.0-35.6 Roof Angle>10 degrees 9 7 +10.0 -]0.9'+11.4-12.9+13.7-15.5+16.1 -182+185-20.9+21.3-24.1 +24.3-27.5 27.6-31.2+30.6-34.6+34.2-38:6+38.0-43.0 �0� 16 7 +10.0 -10.3 +10.9-12.2+13.1 -14.6+15.5-17.2+17.7-19.7 +20.4-22.7+23.3-26.0+26.4-29.4+29.3 -32.6+32.7-36.5+3G.4-40.6 78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 124 MPH 132 MPH 139 MPH 147 MPH 155 MPH For Sl: 1 foot=304.8 mm,I mile per hour=1.609 km/h, I psf=47.88 N/m2 Nominal Design Wind Speed(Vasd)converted from Ultimate Design Wind Speed per Section 1609.3.1 1.For door sizes or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower door size. 2.Table values shall be adjusted forheight and exposure by multiplying by the adjustment coefficient in Table 1609.7(2) 3.Plus and minus signs signify pressures acting toward and away from the building surfaces. 4. Negative pressures assume door has 2 feet of width in building's end zone. 5.Table values include the 0.6 load reduction factor. FLORIDA BUILDING CODE -BUILDING, 7th EDITION (2020)