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Home My WebLink AboutPRODUCT APPROVAL#1 screw only top hol� R Screw location ! of #3 Screw any of two holesl P Florida Building Code Online Page 1 of 4 Business Professional Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Equivalence of Product Standards Certified By Produ�t Approval Method Date Siubmitted Date Validated Da ad Ahmad all Irooq@afcf All n Berger 1% .95 NW 98 Avenu Hi, leah Gardens, FL 3018 rbc rger518@hotmailcom Ex zrior Doors Se clonal Exterior Doo, Assemblies Ce, :ification Mark orLsting Miz ni-Dade BCCO - CER Mia ni-Dade BCCO - SAL St• ndard Year �.. 1994 BCIS Home Log In User Registration Hot To ics Submit Su,itarge Stats & Facts: :�', Publications FBC Staff BCIS Site Map Links Search r 31 Ib� Product Approval °�-.- )USER: Public User 07/1 3/2015 Product Aooroval Menu > Product or Aoolication r > Application Lis, > Application Detail FL ; F 15371-R2 Application Type R vision Code Version 2 14 Application Status A proved *. pproved by DBPR.1. Approvals by DBPR shall be reviewed and ratified b' the POC and/or the Commission if necessary. Comments c� Archived q Product Manufacturer D, B Doors Company: Inc. Address/Phone/Email 1, L95 NW 98 Avenue Hi leah Gardens, FL 33018 (3 15) 822-7870 Rf =_raer518@hotmaii.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Equivalence of Product Standards Certified By Produ�t Approval Method Date Siubmitted Date Validated Da ad Ahmad all Irooq@afcf All n Berger 1% .95 NW 98 Avenu Hi, leah Gardens, FL 3018 rbc rger518@hotmailcom Ex zrior Doors Se clonal Exterior Doo, Assemblies Ce, :ification Mark orLsting Miz ni-Dade BCCO - CER Mia ni-Dade BCCO - SAL St• ndard Year TA: 201 1994 TA!'- 202 1994 TX 203 1994 Ib� fi Met od 1 Option A 07/1 3/2015 07/: D/2015 http://flondabuildlng.org/pr/pi_app_dtl.aspx�} aram=wl IEVXQwtl gtH8572gvdWIYe0J8oi... 6/7/2016 1u11ua D unsung Lode Online Date Pending FBC Approval Date Approved Summary of Products FL # J� Model, Nunit 15371.1 Hurricane M�s 4 Steel Sectiona Wide w/ Wind( Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Ye Impact Resistant: Yes Design Pressure: +48/-52 I Other: See attached limitations of us2 instructions. 15371.2 Hurricane Mai Steel Sectionai Wide w/ Windc Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Y�: Impact Resistant. Yes Design Pressure: +36/-44 Other: See attached limitations of usel C'7/2 er or Name :er Model 824, 311 Garage Door w Lite Option installatior Page 0/2015 Descnptwn Large missile impact resistant 16'-2" x 16' steel sectional 2" garage ddor. `i Certification Agency Certificate 16x16 Ga. -ace Door _.MT _ dr Quality Assurance Contract Expiration Date 2 of 4 bstallati n Instructions 5 Ga-_ oor _, .:. =5- 3t =._ .. c e Verified Miami -Dade BCCO - CER Created b Independent Third Party: Evaluatio i Reports Created b, Independent Third Party: Model 824/!til Large mis le impact resistant 16'-2" x 16' steel sectional arage Door rS-2" garage dor. Lite Option Certificat on Agency Certificate FL15371 2 C CAC 16x16 Garaae Door LMI (15-0304.01) dwo 02-21 odf Quality As�ssurance Contract Expiration Date 07/21/200 installation Installati n Instructions __ -�... •5 G arvve for _Vi_ Verified BMiami-Dade BCCO - CER Created b Independent Third Party: Evaluatio Reports Created b Independent Third Party: 15371.3 Hurricane Mast{e� Model 824/8 1 Steel Sectional I arage Door 11 '-2" Wide w/ Wind d Lite Option Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Ye Impact Resistant: Yes Design Pressure: +56/-64 Other: See attached limitations of useo installation instructions. i 15371.4 I Hurricane Mast �ite Model 824/81 Steel Sectionalrage Door 16 2" Wide w/ Windo Option Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +27/-30 Other: See attached limitations of use f r installation instructions. 15371.5 Hurricane Master .del 824/813 Steel Secage Door 18' Z" Wide w/ WindovJ ite Option Large mis a impact resistant 16'-2" x 16' steel sectional garage do Certificatn Agency Certificate - ` — ___ _ 2 CA raaa ✓c Quality A*urance Contract Expiration Date Installati Instructions !Jn-tazions Verified By' Miami -Dade BCCO - CER Created ti ' Independent Third Party: Evaluatio, Reports Created b Independent Third Party: Large miss+ impact resistant 16'-2" x 16' steel sectional garage dod. i Certificatiln Agency Certificate 12_xi.. Quality As#urance Contract Expiration Date 08/14/2010 Installat 6h Instructions tat. Verified By Miami -Dade BCCO - CER Created by rndependentThird Party: Eva luatiop'Reports Created bytndependent Third Party: ,f Large missile impact resistant 18'-2" x 16' steel sectional garage door http://floridabuilding.org/pr/pr app_dt1.aspx`1�aram=w( EVXQwtDgtH8572gvdW1Ye0J8o1.._ 6/7/2016 r iorwa i5unaing lode Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: s impact Resistant: Yes Design Pressure: +55/-64 Other: See attached limitations of use for instaliatioi instructions. 15371.6 I Hurricane Ma Steel Section Wide w/ Wind( Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Y Impact Resistant: Yes Design Pressure: +40/-44 Other: See attached limitations of u4 instructions. Page 3 of 4 CertifiC2 on Agency Certificate Quality urance Contract Expiration Date 03/10/2418 Installation Instructions -ace DO— s Verified By: Miami -Dade BCCO - CER Created "y Independent Third Party: Evalluatic, n Reports Created t y Independent Third Party: �r Model 824/ :11 Large mi ile impact resistant 18'-2" x 16' steel sectional Garage Door 8'-2" garage do r. N Lite Option Certificall on Agency Certificate Quality surance Contract Expiration Date 03/29/20 7 :or installation Installat n Instructions 557 :: _ - - -- S C- Verified I Miami -Dade BCCO - CER Created t I Independent Third Party: Evaluati Reports Created Independent Third Party: http://floridabuilding.org/pr/-nr_app_dtl.aspxcram=wGCVXQwtD tH8572gvdWIYe0J8oi... 6/7/2016 1 15371.7 Hurricane—Mast—r Model 824/&.1 Large misfile impact resistant 9'-4" x 16' steel sectional Steel Sectional) arage Door 9 4" I garage dor. do, Wide w/ Windq Lite Optign Limits of Use F Certifica n Agency Certificate Approved for use in HVHZ: Yes =__537' , 2 C C, -,C :;:_ Ca'ae Oocr _:_ ' S- 3::'• 2! Approved for use outside HVHZ: Yes _ cf V I Impact Resistant: Yes Quality surance Contract Expiration Date Design Pressure: +50/-60 08/09/20 6 Other: See attached limitations of use"f r installation Installat" n Instructions instructions. I = =?7' 2 Ii 3x° GFrace .Door _ 537_ 711 _.....0 -tions Of Use.ocf Verified 6 : Miami -Dade BCCO - CER Created b` Independent Third Party: Evaluati ' Reports Created a Independent Third Party: 15371.8 Hurricane Mastjarage l Model 824/8: 1 Large mis g :� le impact resistant 9'-4" x 16' steel sectional Steel Se) ctiona Door 9' 4" garage do Wide w/ Windo Lite Option Limits of Use Certifica )n Agency Certificate Approved for use in HVHZ: Yes r ^ araoe co- _> i 15- __`. =•' "__ _7_ 2 C .._ J c .. :._._ �3 Approved for use outside HVHZ: Yes :.c J_I 05' -d-" Impact Resistant: Yes Quality Aurance Contract Expiration Date Design Pressure: +62/-7010/04/20,; Other: See attached limitations of use ;o installation Installati'' Instructions instructions. i _ _. 12 77 I- yB.' Verified Miami -Dade BCCO CER Created b.' Independent Third Party: Evaluati Reports Created "' Independent Third Party: 15371.9 Model 924 Steelectional Garai a Large missi'e impact resistant 12'-4" x 18' steel sectional I Door 12'-4" Wid� I garage doo . Limits of Use Certificat9 n Agency Certificate Approved for use in HVHZ: Yes - ! -__=37_ _ _.-.0 _2_. a -ca Dtia. _.._ __ __..-c. ,... Approved for use outside HVHZ: Impact Resistant: Yes Quality A� urance Contract Expiration Date Design Pressure: +60/-65 07/141202fl` Other: See attached limitations of use f r installation Installati.. Instructions instructions. ° -- -.,_ <ra_ D3,:r -. Verified B;' Miami -Dade BCCO - CER Created ti .` Independent Third Party: Evaluati Reports Created lyj Independent Third Party: http://floridabuilding.org/pr/-nr_app_dtl.aspxcram=wGCVXQwtD tH8572gvdWIYe0J8oi... 6/7/2016 1 MIAMI•DADE •I � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RFzOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DI1,JS�ION T(786)315-2590 F(786)315-2599 TWEACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door`+Lompany, Inc. X2195 NW 98" Avenue ileah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and re Mations governing the use of construction materials. The documentation submitted has been reviewed a d accepted Nf Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowe by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stateclow. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in area other thaniami Dade County) reserve the right to have this product or material tested for quality assurance purposes If this pro ct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and th J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER re.crves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herei-i, and has -een designed to comply with the Florida Building Code, r�itg rhp�TT;l Velocity Hurricane Zone. ---- Velocity Master® ivfodel 824! 1 Steel Sectional Garage Door I6'-2" Wide with indow Lite O oen (DP +36.0,44.0 PSF) APPROVAL DOCUMENT: Drawing N �. 02-21, ti ea TGA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision K dated 0 =109/2015, sheets 1 through 5 of 5, prepared by Al- Farood Corporation, signed and sealed by Javad Ahm d, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptancemumber and expiration date by the Miami -Dade County Vroduct Control Section. IMPACT RATING: Large and Small AKissile Impact Resistant h? I %: A permanent label with the manufactu is name uA lino, inanuiaeturing address, model/series number, the positive and negative design Pressure rats g, indicate impact rated if applicable, installation instruction drawing reference number, approval num it (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Cont :ol 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 per irmance of this product. TERMINATION of this NOA will occur aler the expirrtion date or if there has been a revision or change in the materials, use, and/or manufacture of the prodwt or proces -. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically ierminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and reutoval of N(#. ADVERTISEMENT: The NOA number preceded by he words Miami -Dade County, Florida, and followed by the expiration date maybe 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 hall be prov Jed to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the reques =of the Building Official. This NOA renews NOA # 14-0814.10 an consists u =this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carl%: M. Utrera, P.E. �- NOA No. 15-0304.01 MIAMI•DADECOUNTY - Expiration Date: July 21, 2020 Approval Date: April 23, 2015 �¢�l�i 24lS Page I DAB Door Comnanv. Inc. NOTICE OF ACCE?TANCE EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA.R I Formed Steel Sectional Garage Door", dated 09/10/2002, with last revis�on J dated 1/07/2014, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signet and scale by Javad Ahmad, P.E. B. TESTS "Submitted under NOA 411-0414.1 j" 1. Test Report on Uniform Static Air Pr sure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report N, . HETI-07-4200, dated 05/0212007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Miss]e Impact _ est per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 124 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc.. Report No. HETI-11-3204, dated 0l/20/2011, signed and sealed by Candido F. F ont, P.E. 3. Test Report on Tensile Test per A$TI+I ES -08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Festing Inc, Report No. HETI-11-T100, dated 0 1/2112011, signed and sealed by Can lido F. Font, P.E. "Sarbmitted under NOA # 15-0228.0 ' 4. Test Report on Large Miss le Impact' est and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows", prel ared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1328, dated 1)7115/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 5. Test Report on Uniform Static Air Pr sure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc._ Report No. HETI 03-1329, dated 07115/2003, signed and sealed by Rafael E. Druz-Seda, P. . 6. Test Report on Tensile Test per ASTI I E--8 of "Sectional Residential Door (skin}", prepared by Hurricane Engineering 4 Testing I ic, Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz da, P.E. "Submitted under NOA # 03-0210.04 ' 7. Test report on Salt Spray (Corrosion) ' Iest per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted .under NOY # 14-0814.10" 1. Anchor verification calculi tions prepe ed by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by JavG I Ahmad, P.E. Carlos M. Utrers, P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 1 -1 DAB Door Comnanv. Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitter) under NOA # i'1-0414.12 2. Anchor verification calculations prepa _ud by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/07/2011, signed and se =led by Javad Ahmad, P.E. 3. Anchor verification calculations prepa -d by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and selled by Humayoun Farooq, P.E. "Submitted under NOA # 89-0128.02 - D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulator: and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11 28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08 issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insultion, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. I1-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, ap roved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -Cl Polyisocyanurate Insu ation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 110-1129.04, issued to CeIlofoam North America Inc, for their Expanded Polystyrene Block hisulatio , approved on 02/2412011 and expiring on 02/24/2016. "Submitted under NOA # OS -0228.02 - 6. Test Report on Accelerated Weatherin - Using Xenon Are Light Apparatus Test per ASTM G155 of `PVC Extrusion Mate.1al", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -AO -)2, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. = 7. Test Reports on Tensile Tert per ASTt i D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., leport No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self-Ignitiop Temperat -re Test, Rate of Burn Test and Smoke Density Test of "REHAU non.460 PVC ex ion material', prepared by ETC Laboratories, Report No. 04-761-15019. , dated 05/ 6/2004, signed and scaled by J. L. Doldan, P.E. F. STATEMENTS "Submitter) under NOA # TW -0814.10" 1. Statement letter of code conformance fi the 51 edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, date _= 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 1-2 I 7-1/2" X 2-1/4" X 18 GA. PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" GALV. STEEL CENTER HINGE -' 0 `� STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER W/ (4) 114 X S/8" SMS i ` -FASTENED TO END STILE WITH TO BE INSTALLED AT ° WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE p 7-1/2" X 3" X .071" GALV. STEEL II 0 0 1, SEE SHEET 3 FOR TOP BRACKET OPTIONS END ROLLER HINGE i 00 CENTER STILES W/ (6) X14 X 5/8" SMS / SEE SCH. WITHOUT DELRON SLEEVE (STD.) / 1 WITH DELRON SLEEVE (OPTIONAL) IS- ° 7-1/2" X 2-1/4" X .071" LOCK GALV. STEEL CENTER HINGE _-- ° W/ (4) #14 X 5/8" SMS __ 2/ DOOR II WITH DELRON SLEEVE (OPT)ONAL) -:Z _ p 1 1' W % .15 TNI. LATCH . CENTER HINGE: STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDE'S FASTENED W/ (4) #14 X 1/2" S.M.S. � /1 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE W)CABLE &NICO -PRESS SLEEVE - ABLE ``\ / I ° `� 8 MIN, 5 TO 1 SAFETY FACTOR % ° 2-3/4-W X 5-5/8"H X .090" THK.11 STEEL PLATE, 1-3/8" A _DEEP _ / 1 // --- �T - BRACKET BRACKET - STD. LIFE DOOR LOW HEADROOM TOTAL I OF DOOR OPTION - DOOR U' MRS AT j- -'- HEIGHT CONSISTS OF _. EACH DOOR. 7-F7/8" X 3-1/8" X .010" ' — O—PTIONAL VENTS a _s• --"" - -I S'tdN 1H�3;:S CTIONS 21'( 4 SDS 0 NG. AREA NOT TO EXCEED 120 SO. IN. I 7' 4 SECTIONS 2/' I 7'-3" - I T-6" 5SECTIONS 18' - I 1 7'-9" 4 SECTIONS 18" 1 SECTION 21" 1 A' 3 SECTIONS 18' 2 SECTIONS 21"I CTI 21-1 8=6" 1 SEOVON 518'`i SECTIO 21"1 1 W-9' 5 SECTIONS 21 1 9' 6 $ TIONS 18" - 21 91-3* 5 9=6" 4 $SECTIONS 16V2 SECTIONS 21" 3 SECTIONS 18' 3 SQQJIDNS 21" 10' 2 SECTIONS 18' d SEROUS 21" 1 1C-3" 1 SECTION 18' 5 SECTIONS 21" 110'-8' 6 SECTIONS 21�- I I f0'-9. 6 SECTIONS 18 1 SECTION 21" 1 1. 11' 5 SECTIONS 18' 2 SECTIONS 21"1 11'-3" 4 SECTIONS 18. 3 SECTIONS 21"1 11•-6" 3SECTIO�(S 18' 4 SECTIONS 21"1 11'-9' 2 SECTIONS 18' 5 SECTIONS 211 IT 1 SECTIONS 18 6 SECTIONS 21'I 12'-3' 7 SECTIONS 21' - 1 112'-6' 6 SECTIONS 18' 2 SECTIONS 21"1 S SECTIONS JB' 3 SECTIONS 21" 13' 4 SECTIONS 16 4 SECTIONS 21" 13'-1� 3 S��jj��JJ11DNS 18' SECTIONS 21'I 113'-61 2 SECI7DNS 18' 8 SECTIONS 21'1 13'-9• 1 SECTION 18 7 SECTIONS 21" 14' SECTIONS 21' - 14'-3" 6 SECTIONS 187.3 SECTIONS 21" 14'--6" 5 SECTIONS 18' 4 SECTIONS 21' 14'-9" 4 SjC71S 18' 5 SECTIONS 21' 15' 3 SE 6NS 18' 6SECTIONS 21" 2 SECTIONS 18" 7 SECTIONS 21• 15'-6' f SECnON 18r 8 SECTIONS 21' 15'-9' 8 SECTIONS 21" - 16' 6 SECTIONS 18"14 SECTIONS 21"1 CENTER S OUTSIDE HANDLE STILE pLOCK BAR GUIDES INSTALLED ON END STILE WITH (4) (114 X 5/8" SMS c Q 18T X .6W LOCK BAR - ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES OUTSIDE KEYED LOCK OPTIONAL ®®®®� LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE I W-0" TO 9'-10" DOOR WIDTHS I_ 10'-0" TO 11'-10" DOOR WIDTHS MAX. DOOR WIDTH 16'-2" / RAISED PANEL N14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN UEU OF #14 X 5/8" SMS r A I f A I � !g 10 DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite option DESIGN PRESSURE RATING = + 36.0 PSF - 44.0 PSF ITHIS PRODUCT IS RATED FOR LARGE MISSILE IMPACTI GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS THE FLORIDA BUILDING CODE (FBG) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SCHEDULE 'A' B, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DOOR WIDTHS I OF CENTER STILES DRESSING OR STUCCO, O TO 9'-10' I 2 D'-0' 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. I TO 11'-10'I _Y 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12'-0' TO 13'-10"I b� THESE DETAILS ARE NOT PART OF THIS APPROVAL. 14'-0' TO 15'-10' 4 -- -- 15'-11' TO 18'-2 I 5 � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS-202, TAS -201 &TAS -203 FOR HVHZ AND ASTM 151886-OS/ASTM E1998-09. �I Engr: JAVAO A(iMAO CIVIL_7%592 C'I N 14'-0" TO 15'-10" ' DOOR WIDTHS ' FIA. PE 70592 ^"„�'+�� CA.N. A 14 AcaePlwlce Tb / .O( �� Q F 0 INO $� n 00;R , aao O �I 61 Z g j1 emg SO n M a �I � z co W Q 1n 01 a I & On MU a -. ass= l--� � '0 �� uI��V�ll�l4J Prodw L'�yut Browing no. �— 02-21 I- 12'-0' TO 13'-10"—_� I- 75'-11" TO 16'-2" DOOR WIDTHS DOOR WIDTHS (sheet 1 of 5 1 1/4" X 3/4" X 2" U.BAR REINFORCING TRUSS OF PANEL TRUSS FASTENED TO TERMEDIATE STILES W/ TWO S.M.S. AND TO END STILE 14 X 3/4" SELF DRILLING S. 1ST SECTION (HOTTOM) OPTIONAL STOP MOULDING BY DOOR INSTALLER 5/16" X 1-5/8" LAG SCREW 6 (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.G. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 3 STEEL TRACK 14 GA. X 2-1/8' X V (STANDARD) 12 GA, X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-2D X 5/8" TRUSS HD. SLOTTED M.S. do LOCK NUT 1/2' X 1-3/4" X .058" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .110' STEEL � CENTER STILE, GLUED AND RIVETED To PANEL W/ (4) 3/16" RIVETS r4/1 HINGE/8 S.M.S. II 1 I FLAPS BENT OVER PANEL-�; e o a I 24 GA, STEEL PANEL - FLAPS BENT OVER PANEL-�; e o a xo 0 oW 1/2" PUNCH® 4" OLECS_f I 4a„ Ik� G 0. 'i O t h ua aro OwN o 0. 0 aLa tN o J�I J I,h Z .Jt7m� J N 1 _— i}I�' / f YJ P 3/18" POP RIVEiS AT 4" O.C. (B) FOR 21" STILES (5) FOR 18" STILES 024" STL. PANEL M END STILE w j I OUTSIDE OF ODOR Q LL l IF- - N 7 �a 1 �o3T,is -� SOLID BRASS DOOR VIEWS 4 v 1E _ _ _ _ �r O °-- mT - EES- _END STILE, CONNECT TO PANELS WRH INSTALLED IN 9/16 DIA. OLE INC IL FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL SEE DETAIL ABOVE ANCHORS AT TRACK BRACKET: i EDGE 3/8' DIA. POWER-BOLTBY 'POWERS' y "-DISTANCE A) 2" MINN. EMBED INTO CONCRETE (3000 PSI MIN.) co 2" MI. EDGE DISTANCE Rt 1 , 3/16° )j POP RIVETS A:". I1 -3/16 X3/8' DIA HLC SLEEVE.. BY 'H(LTI' Ey B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK olz 2 Q ° 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Vc - 3000 PSI MIN, c v y C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. H ANCHOR TYPE A OR B u z p x (1) PER BRACKET _--- J _ - SEE SHEET 3 FOR BRACKET SPACING — ^ -- �T m = ITL (l 7-1/2' X .050" INTERIOR SIDE 7-1/2" X .071"-J Nur ss BOLT GALV. STEEL _ END ROLLER HINGE �J CENTER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" STEEL ROLLERS 1570.) 1.82" Dip. X .50" NYLON ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) - 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM Engr: JAVAD AHMAD CM,' PPTODIICTRENEM RA. PE 0592 •0aw0yk%MM#;m P'MrWA �' 1 CA.N. �8 Av W a ['off � No 'd Q)p�P3 CaMal (�drawing no. ' I Q2-21 (s eeee o J 2" POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 2-3/4" X 5-1/2• X 3" X .104" ff� 5/16" SLEEVE ANCHORS GALV, STEEL • WITH 1-1/4" EMBED INTO MASONRY OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET / FASTENED W/ (6) Y 94 X 5/8" S.M.S. 14 GA. GALV, STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES SLIDE FASTENED TO BRACKET WELDED TO 1-1/2" X 1-t/2" X 14 GA. ANGLE W/ 5/18-18 X HE% HEAD FASTENED TO TRACK M. SCREWS &NUTS. S. WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACK;�§� ET % (OPTIONAL) - LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/16" POP RIVETS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION SECTION A—A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 12 GA. GALV. STEEL BOTTOM #R14KX 5FASTENEDMS BOTTOM SEAL OPTIONS SEE SHEET 5 m m m m� m TRACK. CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT REDD. ON DOORS E%(yEEDING 8 FT. IN HEIGHT _ 11 . 1 A'+ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" DOOR - SECTION HEIGHTS HEIGHT IST12ND 3RD14TH15TI 6'-0" 18" 18" 18 I 9B" N/ 6'-6" 21" 18 18" 21" N/ 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE HORIZONTAL REINFORCEMENT WITHOUT INSULATION OR WINDOWS, 1/2" X 1-3/4" X .058" FORMED STEEL 7' X 2" X 1/8" HORIZ. ANGLE GLUED TO PANEL AND FASTENED TO •� •� VERTICAL STILES WITH SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART Q p (2) 3/16" POP RIVETS H 7SQZ7 CONNECTED TO FG BRACKET ANCLE W/ 3/8-16 X 3/4" BOLT & NUT 5/16" MEETING RIB AND TO SPRING SHAFT GIN0E WITH _ PLASTIC/STEEL ROLLERS 1.82" DIA. X .50" ® OG v �W/ .44 DIA. X 4-1/4" STEM =� ryxO�m o VERTICAL TRACK " ® x SECTION A—A C1% OPTIONAL INSULATIONS: z m J0 L By'OYPLAST PRODUCTS LLC' z O EPS -EXP ST POLYSTYRENE a a m CKET PLACEMENTS • DENSITY 1.05 PCF O Q W g ISO -25 POLY-ISOCYANURATE j4 DENSITY = 2.0 PCF ------#11-0926.06 ORA, $y, f;FLJ OFOpy, ty(1�TH AMERICA' DNE0.1. Y010-1111229..04 _ 1I. .......... DENSITY = 0.92 PCF _ N.D.A. (114-0311.08 14 GA. GALV. STEEL ROLLER HINGESFASTENED W/ (6) 111 14 X 5/8" SMS MIN, 024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 - MIN. YIELD STRENGTH = 39 NSI ___ _ ---"� WITH PRIMER AND BARED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL d _''. A SECTION A—A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 12 GA. GALV. STEEL BOTTOM #R14KX 5FASTENEDMS BOTTOM SEAL OPTIONS SEE SHEET 5 m m m m� m TRACK. CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT REDD. ON DOORS E%(yEEDING 8 FT. IN HEIGHT _ 11 . 1 A'+ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" DOOR - SECTION HEIGHTS HEIGHT IST12ND 3RD14TH15TI 6'-0" 18" 18" 18 I 9B" N/ 6'-6" 21" 18 18" 21" N/ 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 8 FT. WITHOUT INSULATION OR WINDOWS, 7' X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 8 FT. OR DOORS WITH INSULATION OR WINDOWS Z h SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART Q p FIRST AT 3" O.C., REST AT 9" O.C. H 7SQZ7 CONNECTED TO FG BRACKET ANCLE W/ 3/8-16 X 3/4" BOLT & NUT N AND TO SPRING SHAFT GIN0E WITH O (2) 1/4-20 X 5/8" BOLT & NUT O LL OG v ryxO�m o VERTICAL TRACK " G7 2 Q o N SECTION A—A C1% J0 L Q W N :6 9 L m J i CKET PLACEMENTS ZO m J 84 85 86 1 67 1 B8 Q W g 6�N V-6" 18"118* 18"118'. 116. 1" TO 2" 11-3/4" 23" 34" _ 45 56 67" i78-1/4 8'-0" 21"118' 18"118"1218811" TO 2111--3/4" 23" 34" 45 56" 67" "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. p �i Q � X 2.19" X 3.3" X .090" j Z H Mj '16" HIGH % ✓?ii w�_ IECTEO TO TRACK WITH x •I /4" BOLTS & NUTS. �. O Z p O C m Q7 �Mj II �� Lg Q N k 1 � a c i o — D fig VERTICAL LIFE HIGH LJEj STANDARD LIFT LOW HE4DROOM DOUBLE TRACK -- AVAILABLE TRACK OPTION$ Eng,: JAVAD AHMAD o CIVIL PROCKXf RENEWED FLA. PE 70592 NIB1811 ITI"1iAt F, I C.A.N. 36 R, A""10*10 N. -0 0 "01 d o u R ca►r drawing nO. 02--21 J Isheet 3 o 3 ) 3 E IN. �G DIST, z.. --1-<,2,.,N. ut � i GE 01ST, � ❑ I 1 m \ w \\ 3 I I 1/4" DIA. LAG SCREWS \'�. 1/' DIA. LAG SCREWS W000 B 'AT 6" FROM ENDS 28Y "� T 6" FROM ENDS 2BYAND 15" O.C. MAX. W000/ I 1 \` AND 15" O.C. MAX. OPTION 'A' OPTION 'B' 'C I AQW RUCK CONNECTION__TQ_W00n SIIRSTT30jE (WOOD SPECIFIC GRAVITY SG=0.55 MIN,) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. � FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1 -5/8 - LAG SCREWS AT 12" O.C. WOOD BUCK CONNFCTION TO MASONRY 1e � PRESSURE TREATED 2X8 SYN WOOD JAMBS L BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALLL OR SHALL COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILlEO BLOCK WALL, WITH 2-1/4" MIN. EMBED 13" O.C. INTO 3000 PSI CoNCRETE, WITH i-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF it"O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4" MIN. EMBED �\ 3" MIN. EDGE DISTANCE 3 3/8" CON BY 'TELCO' OR 3/8" LOT BY 'ITW' WITH $PACING OF 23" O.C. INTO 300D PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE CONTINUO(JS A�_.NS,I_�TRACR 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BtICK 10" O.C. IMO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE AMRS RY OTHER5 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.18' X 44 PSF)/2 = 355.5 Lbs per Ft, #8 X i" SELF DRILUNG SCREWS---�!"— OR 3/16" 'RIVEX' STEEL RNETS- MULTIGRIP W/ DOME HEAD AT 48" O.C. \ REINFORCEMENT 1/2" X 1-3/4" X058" FORMED STEEL - O W'STRIP ADAPTER --- ALUMINUM RUBBER 1/2" X 1-3/4" X .058" FORMED STEEL - Y #8 X 1 - SELF "SELF DRILLING SCREWS OR 3/16" 'RNEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD /xv 46" O.C. W'STRIP ADAPTER STEEL RU88ER W'STRIPPING �4 Jo0 ,aa0 348 1.790— T ANCHOR { 3 88 P—EEVE Y I 3 8 CONFLEX �'ELCO' FB.LE /B" DYNABOIT BY 'T1W' , (STEEL STRUCTUBY _ B MUST SUPPORTT HE LOADS OTHER IMPOSED 3 8 POWER -BOLT 'SIMPSONSIS 'POWERCON�._ BY DOOR SYSTEM 3 8' SLEEVE-ALl BY CO C. - i / 1- 2" �_ ^_" 3:_� CONCRETE Pc - 3000 PSI MIN, C-90 GROUT FILLED BLOCK Pm = 2000 PSI MIN. p/ 10 UIP. QVl.l .i : �WITH- WAS AT 12" O.C. MAX. _ EDGE DIST. _ CONT.4S EEL AN/& 14 GA __ I 1-1/2" 12 CA. GALV, STEEL 1 1fi" X 2-1/2' FLAT BRACKETS t3' LONC 2-i/B" X 1" X 14 GA. / FILLET WELDS �I AT 12" O.C. IN DOOR DPNC. GAL , STEEL TRACK A7 12" O.C, MAX. —j --AT 18" O.C. ABOVE DOOR DPNC. FASTENED TO TRACK PLATE$ CONNECTED TO CONT. ANGLE 'N (2) 1/4-20X5/8„ TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLO ED M.S. do LOCK NUT .� TA�d:CrP,TfI-3T.7. Engr. JAVAD AHMAD CML FLA. PE t 70592 C.A.N. 538 aX��2015 PRDDUGT RIENBWry BWMftf6li�wi./MSdte Pkek$ Maeptwwlb =kpmdm s o H�50 Tg%f�a¢m y � n 3 � a m (drOwinq no. 102-21 sheet 9 ff ; DOOR PANEL /-24 GA. (.024) STEEL MIN. -7/16" DIA. WASHER 24 GA. DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4' MAX. WDW. WIDTH x W 18 1/8" = o a30 ,o 0.1-0. n In o-.500 •250 V I_ I a CHAPTER 26 OF FBC I #8 X 3/4" SMS O II 111 0 3/8" FROM ENDS AND 7" O.C. MAX, 1144 0 w IL 1111 a"O kt 1 0 t1 (4) 18 X 3/4' SMS V o m I .176 b—.BOD Q 0. < p 1111• II .,` 0 1-3/8" FROM ENDS RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 u A • ,111 I AND 8-i/2° O.C. MAX. L�I I I, II ILII 775 X .062 DEEP GROOVE I 1 ILII 1,11 111 1/4" POLYCARBONATE LEXAN III BY 'SABIC INNOVATIVE PLASTICS' �NOA 013-0717.01 I,IF 00 J Y z o W ILII ILII II11 IIIA 17 - Itll ,III I,II 175 X .082 DEEP GROOVE •-�Tt III I •III III 1 (4) O8 X 3/4" SMS 111 j 0 1-3/8" FROM ENDS 1 111 AND 6-1/2" O.C. MAX. I I I I 1 1 o' I I lin, 08 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER 24 GA. DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4' MAX. WDW. WIDTH x W 18 1/8" = o a30 ,o 0.1-0. n In o-.500 •250 V * PLASTIC COMPLIES WITH a CHAPTER 26 OF FBC I SEE EVIDENCE PAGE C 1.765 1.725 1144 0 w IL a"O kt 1 0 t1 j� V o m I .176 b—.BOD Q 0. < p * EXTERIOR FRMS * INTERIOR FRAME Wg 0 N c RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 u A g8 X 3/4" SMS L' 0 3/8' FROM ENDS 175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE DOOR PANEL EXTERIOR (.024) STEEL MIN. 15/16' MIN. GLAZING BITE ELEVATION DOOR WITH OPTIONAL WINDOWS ANY LOCATION IN DOOR SECTION Eng,: JAVAU AHMAD CML FLA. PE � 705 2 CAN. 3538 D.L. OPG. S5 drawing no. 02-21 WINDOW WIDTH Isheel Sof 5 1 PR0W0t RENEWED .0000Y. Vr4hewIFUMIll A�w pmft No 'd D BY Calllat