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HomeMy WebLinkAboutProduct Approval RECEIVED DEC 06 2019 MIAMI-DADS a Si'. Lucie County, Permitting 1VZIAMI-DARE COUNTY CT 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 ACCEPTANC O www miamidade. ov/econom DAB Door Company,Inc. a ME MY 12195 NW 98a'Avenue IlLt Hialeah Gardens,FL 3301.8 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 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 the 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 8241811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,=44.0 PSF) 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,modellseries 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 ofthis 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 ofthis 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#15-0304.01 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 reviewed by Ishaq 1.Chanda,P.E. NOA No.17-1018.12 CMIAM10Expiration Date:July 21,2020 Approval Date:December 14,2017 Page 1 a DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under 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.HETI-11-3204,dated 01/20/2011,signed and seated by Caudido 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 01/2.1/2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#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#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#14-0814.10" 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. tsC4 Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration bate:July 21,2020 Approval Date:December 14,2017 E-1 1 . 1 DAB Door Companv,bic. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . C. CALCULATIONS(Cont.) "Submitted under SOA#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-Farobq 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 1. 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 Insulfoam,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/I 1/2017. 4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their Dyplast I80-C1 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 Are 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-Sella,P.E. 7. Test Reports on Tensile Test per ASTM D638 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. S. 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, ReportNo.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of code conformance to the 51h edition(2014)FBC and no fmancial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. ts>.,, -U"."�, - 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 • 1 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,expiring on 11/29/2022. 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 Cellofoam 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(511 Edition)and FBC 2017(01 Edition), prepared by Al Farooq Corporation,dated 10/05/17,signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA#15=0304.01,expiring 07/21/20. 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 i 7-1/2•X 2-1/4'% 18 GA. ^'-- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4"X 0.1' �V GA),V,STEEL CENTER HINGE ' 0 `� STEEL PLATE WITH ONE 5/16-IB MS W/NUT OPTIONAL DOOR VIEWER m W/(4)114%5/8'SMS / `{ FASTENED TO END STILE WITH TO BE IN AT {+I WITHOUT DELRON SLEEVE(STD.) f6) B14 X 3/4'SELF DRILLING SCREWS C���� N ® 7-1/2"%3"X.071'GALV.STEEL i O® 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS Z n END ROLLER HINGE 0® ! CENTER STILES O p W/(6)11a X 5/8"SMS ! SEE SCI.'A i- A F WITHOUT DELRON SLEEVE(51D.} WITH DEURON SLEEVE(OPTIONAL) O WITHGALVSTEEL-1CSLEETi HINGE ) LOCK__ - \�1\-__- III III ® ®I N IIVII/I _yIIIIII ® /(4)114 x 5/8'sMs 1 0 WITH OEIJTON SLEEVE(OP \ o '• 11 1"w%.157Hx.LATCFI`. CENTER HINGE { STANDARD LOCK p a SPRING LOADED SLIDE BOLT(BOTH SIDE-$ITr p '. FASTENED W/(4)114 X 1/2•S.M.S. .\ 5/8'MIN.LDCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING ` GARAGE DOORS _ r- C313 .158 DIA CAIN.AIRCRAFT TYPE o `", ` ® ® ® L313CABLE&NICO-PRESS SLEEVE r o s c W/MIM.5 TO 1 SAFETY FACTOR r '{ / �i t'+. W A 2-3/aw x 5-5/8"H x.TIDO' — SMEI.PLATE, t-3/8'DEEP{ I rr 1 i -- - WITH T3)114 X 3/4' L 9 / ' SELF D�Ri1IWNEi G SCREWS �` N C O BRACKET BRACKET E3 1 c> STD. UFT DOOR LOW HEADROOM a p Q Tarty.6 DOOR OPTION —— ——— _ — EQ m BARS AT HEICM CONSISTS OF EACH DOOR 7-7/8"X 3-1/6"X.010'DID- OPTION VETl15 I `� _ W-B' 2 SECTIONS 15'2 SECTIONS 21• =PLATE (3)5'WIDE AT 7'O.C. MAX. OPTIONAL FLUSH FACE ` o ( WOOD GRAIN DESIGN L,-•_A pp V r 1 SECTION te' 3 SECTIONS 21' WITH(4) 114 X 3/4'SDS \ OPTIC.AREA NOT TO EXCEED 120 S0.W. MAX.DOOR WIDTH p Z r 4 SECTIONS 21'- �' 16'_2• ca An t o CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED W ACCORDANCE WITH THE REQUIRENENTS OF FLORIDA rn a 7-6' 5 SECTIONS 18'- INSIDE ELEVATION BUILDING CODE,TAS-2D2,TAS-201 &TAS-203 FOR 1NH2 AND w o r-9' 4 SECTIONS 18'1 SECTION 2f' OUTSIDE ASTM EI8B8-0S ASTM E1888-09. p =r 8' 3 SECTIONS 18'2 SECTIONS 21 RAISED PANEL EMBOSSED DOOR r A. 2 SECTIONS 18.3 SECTIONS 2P HANDLE GENERAL NOTES e'-8' 1 SECTION 18' 4 SECTIONS 2t0 END STILE DAH DOORS iNC. 1.THIS PRODUCT.HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE W-9' 5 SECTIONS 21'- Hurricane Mastery Model 824 81 t REQUIREMENTS OF THE 2014(STH EDXDON)/2017(61H EDITION)FLORIDA 9' B SECTIONS 18'- BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 8'-3` S SECTIONS 78'1 SECTION 21' LOCK BAR GUIDES Max. Size 16'-2" X 16'-0" High 2-ANCHORS SHAD.BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS INSTALLED ON END STILE With Window Lite Option AND INSTALLED PER MANUFS NSMUCTKONS.SPECIFIED EMBEDMENT TO BASE „ 9'-B' 4 SECTIONS 18'2 SECNONS 21' WITH(4)114 X S/B'SMS MATMAL SNWl BE BEYOND WALL DRESSING OR STUCCO. 'B!O 3 SECTIONS 18'3 SECTIONS 21' a 10• 2 SECTIONS 18.4 SECTIONS 21' " fl AST X.6W LOCK BAIL 3.A LOAD DURATION INCREASE IS USED IN DESIGN DF ANCHORS INTO WOOD ONLY, DESIGN PRESSURE RATING = + 36.0 PSF I' 10'-3'1 SECTION 1B 5 SECTKNS 21' ENGAGES W TRACK 4.COMATERIALST INCLUDING BUT NOT LINKED TO STE TN/MU SCREWS,THAT f0'-6' a SECTIONS 21'- ON EACH SIDE OF DOOR - 44.0 PSF COME INTO IXWTACT WITH OTHER DISSUMIM MATERL6L5 SHALL MEET THE u O 10'-9'S SECTIONS 18'1 SECTION 21' CENTER STILES SCHEDULE A' REOUDNFINEMS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. c$¢g 11 B SECTIONS 78'2 SECTIONS 27' OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION 5.THOS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 11'-3'4 SECTIONS 18"3 SECTIONS 21• oPD.QN9.. DOOfl WIDTHS /OF cBNTER 5nLfS FOR A SITE SPECIFIC PROTECT,La LIFE SAFETY OF THIS PRODUCT,ADEQUACY 11'-6'3 SECTIONS 1B'4 SECTIONS 21' ®', ® OF WATER REN REST THIS PRODUCT AND SEALWG AROUND OPENING FOR n LOCK BAR LOCKING SHOWN B•-O'TO 9'-10' 2 WATER IN S NOT RESISTANCE ETC. 11'-9'2 SECTIONS 18'9 SECTIONS 21' AL7ERNAlE 70 10'-D'TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE W BE ANALYZED SEPARATELY, q m d is�- 12' 1 SECTIONS 16.8 SECTIONS 21' - SPRING LOADED SLIDE BOLT 12'-0'10'W'-10' 3 AND TO BE REVIEWED BY BUILDING OFFICIAL. a o R _r2'-3'7 SECTIONS 21'- LOCKS SHOWN ABOVE I 14-0 10 16-IW 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION o ffi "�' o F^-- B'DO TO 8--10" o -,z 12'-B•8 SECTIONS 16'2 SECTIONS 21' DDDR WIDTHS 1S'-11 t0 TTY-2' S W ACCORDANCE WITH SECTION 1709.8.3 OF FLORIDA GUIDING CODE e- I LABELING TO COMPLY WITH SECTION 1709.8.2 i 1 139_S SECTIONS 16'3 SECTIONS 21' 13' 4 SECTIONS 18.4 SECTIONS 21' moDucTflEVimp ® ®® ® _ 114 X 3/4'SELF DRILUN SCREYYB 1y 13'-3'IS SECTIONS 18.5 SECTIONS 21' �•�� IV-e;2 SECTIONS IB'a SECTIONS 21' MAY BE USED i E14'-6* 1 SECTION 18' 7 SECTIONS 21' rc�pi1s6d1ltk PlorYe 1}C�i e sEcnoNs z1 - Aa■q„a No{Z^lot I Z N LIEU of 1u x 5/8 sts $ ' 10'-0"TO 11'-10" 14'-0' 8 SECTIONS 1B'3 sECltoys 21' BpIrm4M�wrc N DOOR WIDTHS DOOR WIDTHS �{T` § •� � � . S S CTIONS 1B•4 SECTIONS 2f'4 SECTIONS Ia,5 SECTIONS 21' A .• „ i wq 3SECTIONS 8'B SECTIONS 21' • drawing no. 2 SECTIONS 18'7 SECTIONS 21'1 SECTION 18' B SECTIONS 21'9 SECTIONS 212'-0'TO 53'-10' 15'-11"ro 16'-2'6 SECTIONS 1B a sEcnoNs 21' _j DOOR WIDTHS DOOR WIDTHS hry11 1111L sheet 1 of 5 I l I J 24 CA.STEEL PANEL FLAPS BENT OVER PANEL Q ® 1/2-PUNCHED HOLES i LL ®4.D.C. ` V til �q COC M .- 1 ' 0055•X 2-/4 /4FORC0•RGALV.STEEL REINNOTRUSS a d 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/TWO a /14 X S/8•S.M.S.AND To END STILE - 1 Nt09UCrt�yy[� E a W/FOUR 814 X 3/4•SELF DRILLING 5, etraTU t►r finy� a �,g Q d Gk � f, m �-ror .12 -I - rs 3/18'POP RIVETS I ; -� ➢NMutCay�( a4 a„I• AT 4'O.C.fJ 4c! eTi b6di m s (8 FOR 21'SnLES i (5;FOR 1B•STILES O ® END STILE .024'STL PANEL c M OUTSIDE OF 000 Nf IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION - 0 OPTIONAL STOP MOULDING & m g BY DOOR INSTALLER SOUD BRASS DOOR VIEWER STEEL TRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE' A 70 WOOD JANE WITH Q 14 x 5/8-SMS 3/4•X 2•X 2-1/2'X.049'STEEL INSTALLED IN 9/16-DVA. HOLES IN CENTER STILE 5/16'X 1-5/8'LAG SCREW 8 PER HUGE END SnLE,CONNECT TO PANELS WITH M (FUHLLY TMREADm) PS AND(5)OR(6)3/78"ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER EAD TYPE A 1/2'%1-3/4^X,058'FORMED STEEL SEE DETAIL ABOVE I ONE PER BRACF(E7 GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK.1)RACKL'l C'J G' END STILE WITH(4)3/16'POP RNETS SOUTHERN PINE • 1-7/8 X 2-5/8'%.049'51ifL +f B'DIA.POWER-BOLT BY'POWERS' r_ 0.55 S. •�' CENTER STILE,GLUtD AND RIVETED DISTANCE A)2'MIN.EMBED INTO CONCRETE(3000 PSI MIN.) c R • °! TO PANEL W/(4)3/16'RIVETS / t 2'NW.EDGE DISTANCE ° P- .-1-. MW. a 14 X 5/8'S.11.S. PDP RIVETS 173/76 18 j/8'DIA.HLC SLEEVE BY NLM' Iw 1 asT• I 4/HINGE I ° �.a.' 8)21 /4'MW.EMBED INTO CONCRETE OR FILLED BLOCK m v : 2-1/4-MW.EDGE DISTANCE IMO CONCRETE i 1 I 4'MIN.EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c-3000 PSI MIN. 2I C-90 GROUT FILLED BLOCK Pm-2000 PSI MIN. . °$q 2 d 1.9•X 2.19'X 3.3'X.090' ANCHOR TYPE A OR B STEEL TRACK BRACKETS t I I I i 1)PER BRACKET SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING \\\1111 r/rr'' �?;.. eewsF �• d I I 1/4-20 SS BOLT 7-1/z'x.oso^ INTERIOR SIDE 7-1/2'x.o71•J NUT GALV.STEEL END ROLLER HINGE STEEL TRACK - CENTER HINGE 14 GAA.X 2-1/8'X 1'(STANDAIz� 1.82'DIA.X.50'STEEL ROLLERS(STD. I �,;j 0'• OF '• : drowing no. 12 CA X 7-3 16•% 1-1/2'(OPTIONAL)) 7 PUSHNUT 1.02'DIA,%.50'NYLON HOLLERS SOPnOWLL p FASTENED TO TRACK PLA 1'1 ALMS ON ROLLER SHAFT 2.75'DV{.X.50"STEEL ROLLERS(OPnO - � ••'••••... W/1/4-20 X 5/8'TRUSS HD. 2.75•DA.X,50'NYLON ROLLERS(((OPTIONAL / �Q oTTED MS.x LOCK NUT SECTION B-B WITH 5'STEM r rrf PdAl1\\\\ 6heet 2of 5 I POP RIVETS i-1/2'x 1/2"x 1/8'HORQ,ANGLE 5/16°X 1-5/8'LAC SCREWS INTO WOOD OR HORfG TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. V 2' 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITHOUT INSULATION OR WINDOWS, 2' 2-3/4'X 5-1/2'X 3"X AD4" ro� N QALY.STEEL - WITH 1-1/4°EMBED INTO MASONRY EXREEDING 8 FT.IN HEIGHT 2'X 2"%1/8'NOR-ANGLE P ROLLER BRACKET ON EACH SIDE 3 PER BRACKET I I A FOR DOOR HEIGHTS ABOVE 8 FT.OR o FASTENED W/(6)8 14 X 5/8'S.M.S. I I 1 DOORS WITH INSULATION OR WINDOWS Z SPOT WELDED TO HOWL TRACK 14 CA.CAW.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2".APART 0 . SLIDE FASTENED TO BRACKET 2-i/2"%4-1/4"X 13 CNA. STEEL PLATES J FlRST AT 3'O.C„REST AT 8'O.C. W/b/16-18 X 3/4'HEX HEAD WELDED TO 1-1/2'X 1-1/2°% 14 GA ANGLE - A` I CONNECTED i0 FUO BRACKET M6LE M.SCREWS 8,NUTS FASTENED TO TRACK - -- W/3/8-16 X 3/4°BOLT&NUT WITH(4) 1/4-20 SS. BOLT&NUTS HORIL TRACK LENGTH•.OPENING HEIGHT PLUS 12" AND TO SPRNG SHAFT GUIDE WITH g " TOP BRACKET (2) 1/4-20 X 5/8'BOLT&NUT IL - (STANDARD) TOP BRACKET - a C1�N (( NNqqLL)) Q,O LL LOW HFADROOM�DOOR _ a HORVONTAL REINFORCEMENT a 14 G0.GeLV.STEEL TRACK 1/2'X 1-3/4'X.058'FORMED STEEL VFATICAL TRACK g p aUED TO PANEL AND FASTENED TO 2-1/0'X 1"X.080' Goy g VERTICAL STILES WITH 2-x 5-1/2"X.104" SECTION A-A 'fi N (2)3/16'POP RIVETS �Y.Sia FASTENED W/(4) 114 IER X 5 K"S.MS. Z N ' LOW HEADROOM DOOR OPTION DOOR •SECTION HEIGHTS BRACKET PLACEMENTS � B� C HORIZONTAL REINFORCEMENT HEGHT 612 1/2'X 1-3/4"X.058'FORMED STEEL 1ST 2ND 3RD 4TH 5TH Bl S2 B3 B4 B5 88 B7 88 GLUED TO PANEL AND FASTENED TO 8'-0" 18"18' 18"18'N A 1°TO 2'11-3/4 23° 34' 45" 56" 87" - (7)R/L�O WIN 6'-6' 21°18° 18"21'N/A 1"W 2'11-3/4' 23' 34" 45" 56" 67`- - o 15 (2)3/16'POP RIVETS T-D` 21'21' 21'21'N/A 1'TO 2'11-3/4` 23' 34' .45' 58' m 5/16'MEETING RIB 7'-6' 18°18' 18'1B' 18'1'TO 2'11-3/4" 23' 34" 45" 56" 67" 78-1/4' ,o PLASRC/STEEL ROLLERS t� B'-0' 21'18° 18'18" 21"1'TO 2°11-3/4' 23' 34" 45' 56' r'�OK 1.82'DIA. . 60' 0 —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM W/.44 DIA X4-1/4"STEM x C O y FOR DOORS MORE TFW4 8 FT. HIGH,USE ADDITIONAL TRACK BPACKcTS A7 10'O.C. PRODUCEAEVIWD c> OPTIONAL INSULATIONS 19'X 219'X 3.3`X.090° d D Q BT dcr P �C75 STEEL TRACK BRACKETS 6"29 rF2lriSa aL vi m E00 a DENS POLY.0 OCYANURATE 2-3/16'HSCM haeepta4ce No /O( Z 8 0 n CDdl ' DENS"-2.0 PCF CONNECTED TO TRACK WITH ®p4.tAa Able N.OA:816-1108.04 )1/4'Bars&NUTS. js�^ ��` _ 3 a n OR . BY'LELLOMAM NORTH AMERICA! mm � O Z L DENSITY u 1.03 PGF N.OA 815-1203.04 rn y g M ILC' DENSITY a O,B2 FCF N,O.&817-0221.06 C= g/ m @ 14 Oe.OALV.STEEL W/LL(0 HINGES FS TPEO MIN,.024'ROLL FORMED STEEL PANEL c 61 DRAWING QUALITY G-40 - I MIN.YIELD STRENGTH=39 KSI u POLYy� N Drop� TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL $ d ' w VERTICAL LIFT HIGH LIFTLIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK o�_ AVAILABLE TRACK OPTIONS nu1TT -� BO OM BRACKET FASTENED 11111CAP y�(� J W/(4)8 14 X 5/8"SMS ;�a O' BOTTOM SEAL OPTIONS - •�gF• •�;l'X± � 1 � � ! /-bEE SHEET 5 l., E I A GF r� ? drowinq no, SECTION SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES S'r �j�LY''11`` sheet Sof 5 i 3 4' IN. 1/2 REINFORCEMENTf3X.0.48' 04-li E ' FORMED STEELN I k' i 1-1/2'WN. I DLST SELF DRILLING SCREWOR S SELF DRILLING SCREWS m o �I E DIST. I 3/16''RIYEX'STEEL RIVETS OR 0 y �o MULTIGWP W/DOME HEAD 3/18''RNEX'STEEL fLNEISAT i �'+ 4B'RIOP•W/DOME HEADREINFORCEMENT C. 1/2'X 1-3/4'X.058'1/4'DLA2. .LAG SCREWS 1/4'DIA.HAG SCREWS FORMED STEEL �IAT 9t WOOD BU AT 6'FROM ENDS 22 AT 6'FROM ENDS AND 15'O.C.mm. I AND 15'O.C.MAX WSTRIP ADAPTER VV 1 - ! Egg ALUMINUM P ADAPTER Q 0 RUBBER WSTRLPPWG RUBBER WSTRIPPING Q °� aZ = . � 050 .834 .700 .040 �CI ' a f 1---•1.750�� -1.790—•i—f O PRODUC F WEVIS" m 8pTT0�( SEAL OPTIONS e a Pyba 1+La Tac a ddb N OPTION 'A' OPTION '8' b.ept.CvJe AecepL�ett No O 12 'O WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG--0.55 MIN.) bMrreb��� Ib THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT I Sy 1��n✓ c TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL.CALCULATIONS/OTSIGN �+ M WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. o a FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY DE a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING t ANCHORS STRUCTURE EMBED SPACING EDGE IN9T, B Eo m c o 3=8 B'HLC SLEEVE BY HILT CO C. 1-1 4 3 m J 8 CONFLEX BY'ELCO' Fl 3-3/4 A'3 o i3 STEEL STRUCTURE BY DTFffRSB_DYWLBOLT1-1�2 B' 2-1 2 O 2 CO 3 B POWER-BOLT BY POWERS CM. 5/16•%1-5/B' BY DOOR SYSTEM E LOADS IMPOSED J 8 SLEEVE-Nl.BY SIMPSONS CONC. 1-1.2 8' 3' HAG SC IS AT 12'0.C, CONCRETE Yc-3000 PSI MIN. t^y o v 5/16'DU.BOLTS 0-90 GROUT FILLED BLOCK f'm.2000 PSI MIN. N S r WITH WASHER&NUT O WOOD BUCK CONNECTION TO MASONRY u° e ' AT 12.O.C.MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 9 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I 3 3 1/4'ULTRACON BY'ELCO'WITH SPACING OF V 12'O.C.INTO GROUT FILLED BLOCK WAL.,WITH 2-1/4'MW.EMBED, c 13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MP(.EMBED 1-1 4'X 2-1/2'X 14 G4 of o 2-t/2'WN.EDGE DISTANCE 1-1/2• 1-1/2' CO11�STEEL ANGLE 1-1/2' 1/4'TAPPER Br'P01YERS'WITH SPACING OF 12 GA GALV.STEEL C g 8 11'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FLAT BRACKETS:W LONGEll, I 13'O.G INTO 3000 PSI CONCRETE WITH 1-3/4'MM.EMBED 1/16'%2-1/2 AT 12'O.C.IN ODOR ORYG 2-1/8'X 1'X 14 GA. m ' 3'MIN.EDGE DISTANCE FILLET WEN CATV'STEEL TRACK - AT 12'O.C.MAX. AT NE O.C.ABOVE DOOR LE FASTETLEDl TO TRACK PLATES 3/8'GONFLEX BY'ELCO'OR CONNECTED TO CONT."LE W/(21 1/4-2OX5/6'TRUSS HO. 3/6'LOT BY'NW WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOYTED M.B.k LOCK NUT id 23'O.C.INTO 3000 PSI CONCRETE WITH 2-1/2'MIN.EMBED 3'MIN EDGE DISTANCE To WO UD R ANGLE TRACK RE1ERSETRACK CONDNUO c pN•F TRACK n 3/B'HLC SLEEVE BY'HILTI'WITH SPACRIG OF TO WOOD BUCK 7p Fl TO CONCRETE Au0 FlLLEb BLOCK 10'O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MIN.EMBED,4'MIN.EDGE DIST. x� I5'O.C.INTO 3000 PSI CONCRETE WTIH 1-1/4'MM.EMBED AND ALTERNATE TRACK INSTAL LATK)N ``t111LLLLLI/1//j� 2-1/2'WN.EDGE DISTANCE ♦ �4f4 PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ' ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C Q ••' .. b E BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS VATH NO ENGINEER OF t RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY , 6'T A dTnwin no. BUILDING OFFICIAL UPON INSPECTION. - OF IUXINIM EXTERIOR(+)LOAD PER JAMB=(16.16'X 62 PSF)/2 291 Lbs Per Ft. MAXIMUM INTERIOR(-)LOAD PER JAMB.(16.16'X 44 PSF)/2=355.5 Lbs per Ft. ///R��1"1\P eAeet 4of $ *.PLASTIC COMPLIES WITH 500 V1 DOOR pgNtt CHAPTER 26 OF!FBC t 24 GA.(024)STEEL MIN. SEE EVIDENCE PAGE Z m m o � w 1.725 1.765 I y ' 7/16'DN.WASHER 1.144 -72 S8 X 3/4•SNS 21 3/4" _ < ; I O J,6"FROM ENDS • .176 AND 7.O.C.MAX. 'W'DTM *EXTERIOR FRAME * INTERIOR FRAME 18 1/8• RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q764 (4)�B X 3/4•SMS 7y x O _MAX. I ljl II 0 1-3/B'FROM ENDS p G AND 6-t/2`O.C.MAX., w.3 J BZ m Ijl I O Q W 01�e L I: - Ijlj A 175 X.062 DEEP GROOVE N W '�// iHi 1/4•POLYCARBONATE LEAN ED 4 C O •• I.I BY'SABIC INNOVATIVE POSIICS' rn M o IIII NOA$15-0915.DB ai I` I I I II iii d El % � � � � ID Or c n 0Z�r� lilt m p�o^oo DO 01 O jljl 4N.- ' .175 X 11 I't O illi I III 1 IIII —GROOVE DEEP 1111 __ 8a x 3/4•sols INSIDE ELEVATION I I 0 1-3/6"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS MtODUCEV1 AND 6-1/2.O.C.MAX •°�P771si vilYlhe"I, °i Pe�z WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION +�dl "102 ! Js X 3/a'SMS © e�N�I7-/p I 0 3/8"FROM ENDS 175 X.062 DEEP AND 4-1/2.O.C.MAX. GROOVE a o .'til �1pdonCaae► °-' S��a 88 X 3/4•SMS J ENDS AND�7'O.Q.MAX r- 7/16-DIA,WASHER ----------- _ D592 A k ° DOOR PANEL EXTERIOR - a 24 CA.(.024)STEEL MIN. f If DOOR PANEL 15/16•MIN. ATE 0;; % drawing — D.L.DOPO. 2.4 GA(.024)STEEL.MIN. OWING BRE i OR1D1`.%,p�\�� WINDOW WIDTH , , ®•••••.• 02-21 fiheet 50f 5