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HomeMy WebLinkAboutProduct Approval f F r ' MiAM1-DARE 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 ADIYIINISTRATION DIVISION T(786)315-2590 F(786,315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv -- DAB Door Company,Inc.- 12195 nc.12195 NW 98'Avenue Hialeah Gardens;FL 33018 SCOPE: This NOA.is being issued under the applicable rales and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by lYliami-Dade County RER-Product Control Section.to be ' used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction.(AHJ). I This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control,Section.(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material,fails to perform in thv accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately-revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section.that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master@ Model 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Late Option (DP+36.0,44.0 PSI+') APPROVAL DOCUMENT:Drawing No.02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional, Garage Door", dated 09/10/2002 and last revised on OCT 05,2017, sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,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/series 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 atter 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 415-0304.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was revievied by ishaq I.Chanda,_PX. NOA No. 17-1018.12 ruar�t flAaa coucrrr Expiration Date: July 21,2020 Approval Date:December 14,2017 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. Evidence submitted in previous files _ A. DRAWINGS 1. Drawing No. 02-21, titled`24 GA.Roll Formed Steel Sectional Garage Door", dated 09/10/2002;with last revision K dated 03/09/2015,sheets 1 through 5-6f 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. .TESTS "Submitted tinder NDA #11-0414.12" 1. Test Report on Uniform Static Air Pressure 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 No.HETI-07-4200, dated 05/02/2007, signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC;TAS 203-94, of`DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No.BETI-11-3204,dated 01/20/2011, signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011,signed and sealed by Candido F. Font, P.E. "Submitted under NDA 4 05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional Residential Door with Windows", prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003, signed and sealed by Rafael-E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda, P.E. "Submitted under NOA 4 03-0210.04" 7. Test report'on Salt Spray(Corrosion)Test 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 NOA 914-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. Isbaq 1. Chanda;P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date: July 21,2020 Approval Date:December 14,2017 E-1 I /f. DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EV DENCE SUB1%/HTTED C. CALCULATIONS (Cont.) "Submitted under NDA #11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007, dated 04/07/2011, signed and sealed by Javad Ahmad,P.E.. 3. Anchor verification calculations.prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq;P.E. "Submitted under NOA #09-0128.02" D. QUALITY ASSURANCE I.' Miami-Dade Department of Regulatory 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 Insulfaarn, LLC,for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved 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 Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA #05-0228.02 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& _ Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,RE: 7. Test Reports on Tensile Test per ASTM D 63 8 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-ignition Temperature Test, Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS "Submitted under NOA #14-0814.101, 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by Al-l{arooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Ishaq I.Chanda,P.E.- Product Control Examiner NOA No. 17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional Garage Door'', dated 09/10/2002 and last revised on OCT 05, 2017, sheets 1 through 5 of 5 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY-ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation ex expiring on 11/29/2022. xP � p g 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC; for their Dyplast " ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoazn North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 2017 (61h Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad, P.E. F. OTBXR 1. This NOA revises NOA-#15=0304.01, expiring 07/21/20. V L\1 Ishaq-I. Chanda,P.E. Product Control Examiner NOA No. 17-1018.12 Expiration Date: July 21,2020 Approval Date:December 14,2017 E-3 GALV 25TEEL CENTER 1DLd� -- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1• - U W/(4)a14 X 5 B'SNS STEEL PLATE WITH ONE 5/16-18 NSW NUT OPTIONAL.DOOR VIEWER p I Er ENED TO END SOLE WITH / TO BE INSTALLED AT. WITHOUT DEIRON SLEEVE(SIO.) p p ``AA14 X 3/4'SEIf DRILLING SCREWS ANY CENTER STILE e 7-1/Y X}'X�%1.GALLVVt STEEL HNGESHEEP}FDR TOP BRACKET OPTIONS Z m o W/(6)/14 x 5/8'EMS 1 O O FNTER SINES r 7-A n WRHOIIT DELRON,SLFEVE(SIO.) SEE E }N ' 0 WITH DEIRON SLEEVE(OPTIONAL) 7-1/2'%1-1/4'X.07STEEL CENTER H1'GALVLOCK I o° ° W/(4)d1+z s/B'sus _z/DOOR I H"�� O WITH•OEIRON SLEEVE%OPT)Ot7AiJ 0 B1 1 W X.15_THK`LATCH� 0' (� N CENTER HINGE �A SPFJ STANcND LOCH Lwom snTE Ba.T(BOTH SmE�), 113 Ell, ® ® ® ®)® m o:FASTENED W/(4)e14%1/Y S.M.S. A _$ a z N s a Ate` FAST MIN.LOCK ENGAGEMENT X 1M AA �CAPATOGE�OOO�gCTION 1WBQ REGARDING 0 \ ® ®Elm ® ®I1�1 B m Zc om C .Is9 OA,CAM AIRCRAFT TYPE. I ,m QZO0 v 'LE k NI PRESS SLEEVE W/NLN.5 TO 1 SAFETY FACTOR O 1 _ _ 2-3/49v x s-s/e'H x.090• STEEL PLATE 1-3/9' WITH(3)/14 X 3/4 A!L1 p p F — n SELF DRILL INC SCREWS / ti BRACKET BRACKET- I �' STD.LIFT DOOR LOW HEADDOOR RON I c a 4 WOR ICTAL6r 'D•BNL9 AT _ B E eD 6 NEXOIf COHSL515 Oi EACH OOOa 7-7/0'x 3-7/9'X.010' O m m W-6' z SECTIONS 10'1 SRTXII6 21' STEEL PLATE _ OPTIONPL VENTS OPTIONAL FLUSI1 FACE I 0 1 e'-9• 1 SErnON te' 3 SECTORS 21• WITH(4)/14%3/4'505 (})5•WIDE AT Y 0.0 MAX. WOpp.L'(LVN DESIGN L OPNG.AREA NOT 70 IXCEID 120 54.M. A Y 4 SECTIONS 21'- MA%DOOR WIDTH O 2 .. 7•-!' - - 16'-2' ]'-6' S SELTIDt6 fe'- CENTER SINE 7H6 PRODUCT S RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BID00ignRDm EMT INCE MAIM THE MURROATKS OF FLO 102,1A5-201 6 T/5-203 FOR HM KLO )"-9' 4 SECTIONS 1.'1 SECTION 210. AS1N EIBBB-05 ASM E1998-09. N IY 3 SECTIONS IB•z SECTOIRS 21• OUTSIDE RAISED PANEL EMBOSSED DOOR e'-3• z sEcmoxs IB'3 sELTaFa 21• HANDLE GENERAL NOTES O e'-e' 1 SECTION 1e• 4 SECTORS 21' END SIDLE DAB DOORS tens 1.TOS PRODUCT HAS BEEN 14(STH AND TESTED 10 COMPLY WITH THE IT 5 SE'CI z1'- RFAUWEINTOs OF T1¢z6u(s1N oxinN)/2on(WH EDmon)FLORIDA Hurricane 6*-2" Model 624/61 T BIR DING CODE OKIVDMG 1001 VELOCITY HURRICANE ZONE s' a sECTIGHs te•- (1m¢). 1F- S' 5 SECTONS 1B'1 SECTOR 21' LOCK BAR GU106 Max.O%.Si-S 16'-2•%I6'-0"Hiyh 2.ANCHORS SHNL BE CORROSION RESSANT,SPACED_AS SNDNN 0.y DETAgS B'-B•4 SECTIONS IS'2 SELTIDNS 21' WRH INSTALLED4 /14 ON x5/8'SAES SIT WiN Window file Option GND INSTALLED "BE MARUF'S IMSTgX:TIDNS SPVCMRD MBMO ro BnsE 6 qN a 9'-9'}SECTIONS 1H'!SECTORS 21• - MATERIAL SHALL BE BEYOND WALL OR®NC OR SNCCO. e f n . 1B 2 4LGGNS le•4 SttIOLS 21•, V4E TBT x.SW LOCK BAR DESIGN PRESSURE RATING +36.0 PSF 1 A LOAD DOPADON MCRFABE IS USED IN DESCH OF ANCHORS GYM WOOD ONLY. fy - 10-]'I SECTOH 1B' S SEC11016 2r pp ENGAGES N TRACK 4.MATERIALS INCWDING Bur NOT LIMITED ro YETAL SCgEWS,TIAT n 3 Ei B S Fu 21'- 8 ON EACH SIDE OF DOOR _44.0 PSF mMA INTO CONTACT WTIN OTHER BHAL1 6EET 111E a 10-9'6 SECTIONS 19'1 SECTION 21' CENTER SINES SC,IEDULE'A' ISAUFCNDFIS OF THE 2014/2017 FLORA BLDG CODE k ADOPTED S ANG RGS, 12 i g� 11' S SECTIONS 1e'2 BECIb6 21• OUTSIDE KEYED 0 K CENiFA 51X6 COHNGIdATON 5.HEIS PRODUM AFPROVAL S GENE=AVG 006 NOT PRaVWE MRMATION 11'-S 4 SECTIONS te'3 SECTDID 21' OPTIONAL DOOR N1O16 f OF CFNIDi SIRES FORA SIZE SPEOM PROTECT,La LIFE.SAFETY OF THIS PR'TOIXT,AD®UACY 11'-B'}SECmONS IB'4 SECTORS 21' LOCK BAR LOCKING SHOWN ®®®® e'-9'ro 9-10' 2 OF ERRINMTP R M REST 1165 PRODUCT AND SEALING AROUND 0PumG FOR WATER INFIlTPAION RESSVNCE oeG 2 SECTIONS IB'S SFC110I5 Zt' AL7EDIFATE TO 10'-0'TO 1r-1o• 2 WIBxTION S NOT SHOWN M TFC DRAWING ARE ro BE ANUYZED SOM7MY, .12 1 SECTONS d•B SECTIONS 21 SPRING LOADED SLIDE BOLT 12•-0'To—.-1 3 AND TO BE REVEWED BY BULONG OFFICIAL - 12'-H•]SECTIONS 21'- LOCKS SHOWN ABOVE .9'-0%TO 9'-10' 14'-0'ro 15'-10' 4 6.NNdIFACNRERS LABEL SHALE 9E LOCATED OF A REAOGY VWBIE LOCATION - 12'-B'B SECTIONS IB'2 SECTIONS 21' pOOR.WI0TH5 15'-11'M 15-2' 5 IN ACCOROHICE WTM SEOIION 1]099.}OF FLORIDA BUILDING CODE 121-9'S SECTIONS 1e'3 BECTIONS 21 LABOING TO COMPLY WITH SECTION 1709.92 0 130 4 SECTIONS 1.'4 SECTIONS 21 AA\,\\C^1H111eI`F.F FA ii 13•-3.3 SELTOHS IS'5 4CTIONS 21 17lOD�E�ylyp) ®®® ®® ®® X14 X 3/4•SELF OFMLWG SCREWS 17-8'1 SELTI0N5 IB'B SDLHXIRR 21 yp4YerMY 14 FIBe19A MAY BE USED ;`)P,•' _ 13'-9'1 BECmON IB' ]SECTION9 Z1' 1lC�sF•'•. 6FdNnXQW IN LIEU OF.#14 X B/B'SIS 14' B SECTORS 21'- NP A1-toll.Z I I -_ .fa'-Y 6 SECnON6 18'!SiClbNtS 21' AN 4o: 10'-0'70 11'-10' i 14'=0'TO ts'-t0• - 14•-B'SSECTIONS 19"4 SECTORS 21' ®PInIW M1te V DOOR WIDTHS DOOR WIDTHS. ` ••. = i;` + 14'-9'4 SECTIONS fY 5 SECTIONS 21' AN 15' }SCCIIONS 1B'B SELt10N5 21 d� ( `JIT T '• 0 ' 15'-3'I SECIIGNS iLY 7 SFrnwe 21' ® ®® ® ®®® `:✓1 LT.J 1! BTA OF dIDY MJ no. 15'-6'1 SECTION I9• a SEC11016 Zt '.'�•' A10RI011•'6`� Irl_21 I 15-9'9 SEC110N5 21'- 12'-0'TO 13'-10' 15'-11'TO 16'-Y /••••••••.•�L L LL 1 1C 6 SECTIONS te'4 SECTOxs 21• DOOR WIDTHS DOOR WHDTHS pFONAI'\6\\`A.A sheat 1 of 5 i T I 24 GA STEEL PANEL HMS BEM OVER PANEL. O O - 1/2'PUNCHED HOLES IoEag LA O 055'X 2-1/4-X J/4'%2' C'3 GALV.STEEL U.W REINFORCNG TRUSS V� O BOrrOY OF PANEL TRUSS FASTENED TO - 1�I VERNM MMED14TE STILES W/TWO I Q u-I N 3 /14 X S/B'S.LL&AND TO END STILE - - }�) FROIMICEREV� LL a$'e g W/FOUR/14 X 3/4•SELF DRILLINGS }'J bm.g2lq,�;n� LOSE -ff� � q�mLa i 3/16•POP NIVET6 J i .✓'� P�—�C:aES`�'" " AT 4.O.C. m�• _ _ O. (6)FOR 21'ST. TI _ (5) LES FOR 1B'STILES m O O END STILE SR,PANEL C n OLTISNE aF 00 c u lO atE! om m 1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION o V E! 1 - n o OPTIONAL STOP MOULDING m u g BY DDDR Di5faL1ER SOLID BRASS DOOR VIEWER STEEL TRACK BRACKET FASTENED BY'SCHLACE SECURITY HARDWARE' H _9 TO WOOD JALB Wall /14 X 5/e'SNS 3/4'X 2-X 2-1/2'X.049'STEEL INSTALLED IN 9/16•DIA.HOLES IN CENTER STILE 0 5/16'X 1-5/B'IAC SCREW a PER HINGE ENO SITE.CONNECT TO PANELS WITH FLAPS AND(5)OR(6)3/16'ALAN RIVETS POSITIONED AT LYE LEVEL (FULLY 1FREIDm) SEE DUAL ABOVE lIF]I WASHER NFAD TYPE T 1/T X 1-3/4•x AND S FORMED STEEL ANCHORS AT TRACK BRAC ONE PER BPACNEf OWED 1D PANEL Alm SECURED TO.. - _ _ END STILE WITH(4)3/16'POP RIVETS ' l/R•pIA POWEiI-BOLT AY'POWIF';' SOUfIWIW PINE -' •- - 1-7/8'X 2-5/6'%049 STEEL DI CE� A)2'YIN.EMBED fHfO CONLREfE(3000 PO YIN) 055 5. - _ •�' LEMER STOE,CLUED AND RIVETED -./ 2'YIN.EDGE DISTANCE TO PANEL W/(4)3/16•RIVETS J IB' }N aR W' /14%5/B'SLS. POP4s�rnn-� •: i+l�-3/I6T� I ]/9.DIA,HIC SL__Bf DIST. 4/HINGE • .I,.. I B)1-1/{'MIN-ElIBEO WID CONCRETE OR FOlEO BLDG( 11 1 2-1/C YIN.EDGE DISTANCE INTO CONCRETE 4'MIN EDGE DISTANCE IWO FILLED BLOCK i-3/16' I CONCRETE 1'c-3000 PSI NW.9O GROUT HLLEO BLOCK Tm-2000 PSI MWe-1.9'X 2.19'X 3.3'X.090' ANCHOR TYPE A OR BCSTEEL TRACK BRiCKETS (1PEABPACIRTSEESHEET 3+0 SPACING S SNEET3 FOR ERACKET.SPAMNGg I1/4-20 55 BOLT 0592 ' _B �•x.oso' INTESIDE 7-I/Y%.o7ts.@ [1 2 =1}: \}_ aSTEELFN0 MILER HING - 8SWATEEL TRACK CEMERLONG1.02'CA.% . OF14Gl%2-1/B'%1'(STANOAIZ[I) )12 GA%3-5/16'%1-1/Y(OPIIWLLL) 7/B'PUSNNUT 1.82•D0.X..50' L) O •'U,FASTENED 10 7RIDK PLATESWSTALLm ON ROLLER SWIFT 2.75'CIAX.50'STEEL REl ( TL)) �L W/1/4 %.s/B•TRUSS ND. - 2.75•DW x.so'NYLON ROLLERS(oPTIOW.L) $LOTTED Ms h LOCK NUT SECTION B-B WITH 5'STEEi AAhI�Ajjll\\ sheet 2af 5 1 - I 1-1/2'X 1/2'X 1/8'MIKE ANGLE �I X J PoP IOVE75 5/16'X 1-5/8'IAC SCREWS INTO WOOD OR _ NORM TRACK SUPPORT, FOR DOOR HEIGHTS UWO B FT. VV l I 5/16'SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS WITHOUT DISULARON OR MKOOWS, 2-J/4'K 5-7/2'%3'%.704' _ WITH 1-1/4'EMBED INID NASON(iY EXFEEDING B FT.IN HEIG 2'%2'X 1/8'HOW.ANGLE j V'S� S PEA BRACIQT II A-- FOR DOOR HEIGHTS ABWE B FL OR ROUER BRACKET ON EACH SIDE I I 1 DOORS WITH INSULATION OR WDIDOWS ^A7 O iASTENEO.W/(6) 14%5/8'SATS. SPoF WEIDFD 1O NOR"TPAIX 0 14 GA CALV.SfFFEI ADJUSTABLE - WITH 71Y0 WE1D$AT 1-1/2'MART. SLIDE FASTENED 70 BRACKET 2-I/2'%4-1/4'%17 Gk STEEL PLATES _ A J FWST AT 3'O.C.,RESP AT W/.5/18-18%J/4'HEX HEAD WELDED TO 1-1/2•X 1-1/2'%14 G4 ANGLE __ CONNECffD TO FLAG BRMART M'QEQ Z W SCFfliS h N1115. FASTENED lO TR/CI( - -_ W/JIB-ie X S/4'B0.T d:NlR �•6 S WITH(4)1/4-20 SS.BOLT k NUTS -- HOHIZ.TRACK LENGTH OPENING HEIGHT PLUS 1Z' TOP BRACNEI P(2)%4SPwHx s/�9 eaT 4 NiR a GKI WWN .yf (STANDARD) TOP((Bvam Q•,G C u • LOW HFADR00 ODOR) - W . HORIZONTAL RJNFTORCELENT - 14 GA DAM STEEL TRACK 1/2'X 1-J/4'%.OSB'FORMED SFEEL VERUC L TRACK 0 GW ED TO PANEL ANO FASTENED TO 2-1/8'X 1'X.080' G a N C VERTICAL>�WITH _. SECTION A-A Z (2)3/18'POP RIVETS 2'%5-1/2'%.104' GLLV.STEEL FASTENED W/(4)A 14%5/B'5115. a IA 3 LOW HEADROOM IS OPTIOON DOOR SECTION HEIGHTS. BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT I80JCM ST 12NO13RO14THISMI Bl 1 B2 83 84 85 86 B7 88 4(a I/21 X 1-3/4'X.OSB'FORAM SIFEL O GUIED TO PANEL AND FASTENED TO B"-0' 18'18'18'1B'N/A 1'TO 2'11-3/4 y' 34" 45' 56' fi7' VERTICAL SOLES WRH 21' Z1'N/A 1'1D 2'17-J/4' 23' 34 45' S8' 87' - /1'ME POP RIYE15 n Y-0' 21-12i-121-121-IN/All-TO 2'11-3/4 23' 34' 45' 56' SLASTI ETINC RIB E H Y-6' 18'18'18'18'18'1'70 2'11-J/4' 23' 34' 45 56' _ PLASTIC/STEEL ROLLERS U 8'-0' 21'118-118-118-121-11-70 2'11-3/4 23' 34' 45' 56' O 1.82'DLl_X.50' -F H -SECTIONS PAE NUMBERED STARTING AT THE BOTTOM O W/.44 DIA X 4-1/4'STEL s i FOR DOORS MORE THAN B FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. O C o Z]8 m PRODUCFNEViSED C OPTIONAL 019XAAONS: 1.9'X 2_19'X 3.3'X.090• 4a�PWel9win&FbA6 Oar` BY'DYE AM PRODUCTS Ll- STEEL IILtCK BRACKETS 60-25 POLY-ISOLYANURVE x-3/16'FOLTI .LceepwvNu/'/�/WR•/2 8 E m = OETISRI'-2.0 PCF CORIEGfED TO TRACK MIH IIwn(y�Date NOA 018-1108.04 )1/4BOLTS&NUTS. v I BR'CEL GEUA NORTH Ax w' rS4� s O f� DENSITY A -1.0.1 PCF MdT' eta.• O z OR015-120].04 m y o o- DENSSITYITY m D.92 PCF ROA 017-0221.06 O j Q 14 GA GALV.STEEL $yl 'ROLLER HINGES FASTENED gC W 6 14%58'SMS , _ >>OO_ I 1@L.024'ROLL FORMED SEEM PANEL - o R€jj; DRAWING OLLWIY G-M SS p MN.YIELD STRENGTH a 39 KSI wlM PRIMER.AND BixEo-ON TRACK CONFlGURATION POLYSTER PAINTED COAT COAT °z APFUEO TO BOM SIDES OF Snn d ' VERTICAL LIFT HIGH Ll STANDARD LIFT LOW HEADROOM w 'S _ _Ro DOUBLE TRACK 12 GA GALV..STEEL ` AVAILABLE TRACK OPTIONS lUn plfq w x BOTTOM BRACKET FASTENED `1X1�C3 /IAA . W/(4)t 14 X 5/8'SMS ' `BOTTOM SEAL OPTIONS 7 92 •'-.�T- y u k i SEE SH EEr 5 OF r•(y"� drawing no. SECTION A-A - �•• OZ-Z� SEE SHEET 2 FOR LOCATION /Q OF REINFORCING TRUSSES rr/ff IYAL11111 sheet Sof $ 3 4' RONFORCEMEKF IN. 4R-1 •X 1-3/4'X.058• V E MED STEELis - ' DIST. X 1 5� 3 1-I/2•MIN. SELF DR61pVC SCREWS %1' I E OSE 2 0 I m S/1B 'RIYEr STEEL RIVETS SELF DRIWNC SCREWS YULTIORIP W/WYE 1ffA0 18'.'IWEX STEEL.RIVEIS . Ar 4B D.C. ULncwDOME HEAD48'O.C. � RFDlmRCE1lENNf.1/2'X 1-3/4'X.058•' ry 1/4'DLL LAG SCREWS 1/4'DLL IAO SCREWS NRYFD O gAT 6'FROM ENDS WOOD BU AT S'FROM ENDSCAND 15.O.C.WAIL I AND 15'O.C.MAX VWSMNAL� ADAPTER 04ORUBBER WSTRIPPINOR W'STRIPPINC ow � .34e Q�+Imf MUDUCFREVISEP BOTTOM SEAL OPTIONS e.dl•eCo•5¢eOr iloeFY• n OPTION 'A' OPTION 'B' AueP1•em No o! 12 ^ ' WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVOY SG-0.55 MIN.) �PD•tb•m1�2p m Ali- THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 STP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REOUBLED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLICEMIIIT APPIIGTWNS WITH NO ENGINEER OF RECORD,INSTAllAT10N MAY BE Odr VERIFIED AND APPROVED BY THE BUILDING OFFIOAL UPON INSPECTION. ANCHOR SPACING m ANCHORS STRUCTURE EMBED SPACING EDGE DBT. El Urn m i HALO 3 B NLC SLEEVE BY ImNC. 11-1/4-1B' 2" y J B'CONFLDf BT FRLID BLOCK 3-3 4 J B"DYNABOLT BY.1 � WNC. 1-1 2 C 2-1 2 p 3 fJ'a 15"X 1-5 B' STEEL STRUCTURE BY OTHERSOTHERS3 B PoNER-BOLT BY.1'.. GOING. B' 0 p Z 5 / MUSE SUPPORT THE LOADS IYP0.5E0 J 8 SUFEVE-ALL BY SCONC. 1-1 2 B' 3' o BY DOOR SYSTEM y m AT 12'O.C. CO`KRETE IT =Jl1W PSI MDT. c4J mq _ 5/15'00.BOLTS C-90 GROUT FILLED BLOCK f.-2000 PSI WN. H O N 2 9 ' ' rNRIL WASHER I,HUT O WOOD 8 I.K ONN CTION 70 MASONRY 1.�� - I AT 12'D'a MwL' EDGE DIST4M.E ' PRFSSURE iNFATED 2X8 SYP 1YWU UK A WHICH SHALL O ANCHORED TO I B GROUTED REINFORCED REINFORCED MASONRf BLOFX Will.OR CONC.WWNFt WITH 1/4'ULTRACON.BY'RW WITH SPACING OF 2'O.C.INTO GROUT OL1ID BLOCK WALL,WITH 2-t/C MN.-EMBED 1J'ITaVRO3000PSICONCRWITH1-3/4'MW.EMBED1-1/4'X 2-1 2'X 14 OA2-1/2•WN.EDGE DISTANCE 1-1/2' 1-1/2' CONT SIEFl -1/2't/4'TAPPER BY'POWERS WITH SPADING aF 12 GA GALLA.STEEL11'OCMTD GROUT R LFD BLDCK WALL WRN 1-1/2YN.EMBED MT BPMKES iJ'LONG2-7 B'X 1'%14 GL13'O.C.VITOJWOPSICONCRETE WITH 1-3TC MW.EMBm f/16'X 2-1/2 AT 12'O.C.IN DOOR QMG. GAL STEEL.TRACT(Y I@L EDGE DISTANCE T WEBS AT 1B'O.C.ABOVE DOOR OPNFASTENED TOTRACKPLATES CONFLE%BY'ELW'OR AT 1Y O.C,lIA1L CONNECTED TO GONE ANGLEW (2�T 4-201L5//B'TRUSS N0. .Bf'ITN^WITH SPACING OF W/(3)SPOT WELDS AT EACH 51/011ED TO LZ k'LDCIf NUT 23' OG BRO 3000 PSI CONCRETE,-WITH 2-1/2'Y.M.EMBED Cyon'e Y MDL EDGE DISTANCE CONTINUOUS ANLL TRACK RACK WNITNDOLS AIGIF TRAM �y S��- J/8'HUG SLEEVE BY'N&TY WITH SPACING OF lD WOOD BUCK TO STEEL TO WN RETc A m BLOCK -' _10'O.C.DIM GROUT FNLD BLOCK WALL WITH 1-1/C MIN.EMBED.4-MM.EDGE DIST. �O 757/-M IT IT OPLSTANCECRETE WITH 1-114'ALV.EMBED PND AI IFRNATE TFtAGK INSTALLATION ```V J III IAI�F� qq >: ' PREPARATON OF JAMBS BY OTHERS ` �P� d g FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY _ _ D. AOEOUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED !N DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF : 3 RECORD,WOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. ��•` `'L" Of YAKMUM CM3aOR(4)LOAD PER JAMB.(16.16'X 62 PSF)/2-291 lb•Per FL IFA MAXYUM MIOR(-)LOAD PER JAMB-(1&16'X 44 PSF)/2=3555 Lb.Per R FTIIOjL�A1•L111T`` sheet 4ot 5 WINDOW HEIGHT O - D.L OPO. O . EXTERIOR ------------ L- - - =—.- Rb ;Lm �mx H gig i i a I I 14 1/4'JAR%. 5mp . WOW.HEIGHT o 10 5/e'MAX D.LO: _ .\\\\\ \\\\ \\\\ \\\\ •\\\� G m p 1j m F--1 roo-q 1 O M 3 Ilj L i1 1 oN v Ir J"\, iill - m A :I:I nOe� ZOO m0 o o N, v y ZpZ z� o z m z \ a\ .\\\ wu\ \\u T z _... a S � 111 n I ul/ R ZIP .\\\. u\. .\\\. .\. s . � 0, aj �IAlll 11111\\` ' n O a ems• DB-to-az nol s0 esoyescn on 24 G4.ROLL FORM'STEEL SECTIONAL GARAGE OR. AL-FAROOQ CORPORATION m N •0 ' ms's" "o cwNestlns�+* DAB Door Company, Inc, ENGINEERS t4 PRODUCr DEVELOPMENT ctt.mu R[v.PTR RDI CGYNINrs 9300 SUNSET pRIVF'SUTTE 220 T N= rAUN s"� 12195 N.W. 99th Ave. mlAlmb Fwaow aazra a."y.rwa R wm.te (ca.ri sssanfc tom.n waiPn m son ree Hialeah Gardens, F. 33018 ra.csoel zesa>.00 FADL(90�Z0269rB TeI:(sao)zsT-rote Faw:(]051 OBx-5xr2 cnRAc ax-ztoAEI