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HomeMy WebLinkAboutNOA, DAB Door Company, Inc Q�LE'NEO^1 FILE coP? aCY(rC o�P� MIAMI•DADE 4et ;� MIAMI-DADECOQ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.aov/economy DAB Door Company,Inc. 12195 NW 98t"Avenue Hialeah Gardens,FL 33018 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(Ira 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,i 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 o£the applicable building code. I 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 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,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 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 shalt 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 ofthe 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,is well as approval!document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1018.12 MtAM6DADE eouNrr Expiration Date:July 21,2020 Approval Date:December 14;2017 Page 1 DAB Door Company.Inc. i 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 I through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted wider 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 sealed by Candido F.Font,F.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.BETI-11-T100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#05-0228.02 11 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#03-0210.041, 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 underNOA#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. s�..�, 1• C4. Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-101&12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-1 f i i DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS Cont. "Submitted wider NOA#11-04.14.12" 2. Anchor verification calculations prepared by A1-Farooq Corporation,complying with F.B.0 2007,dated 04/0712011,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 Fatooq,P.E. "Submitted under NOA#09-012&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 Lekan 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 01/11/2017. 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"FVC 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 04-1251,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#14-0814.10" 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05113/2014,signed and sealed by Javad Ahmad,P.E. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,1017 i i 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). I 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(51 Edition)and FBC 2017(61h 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 915=0304.01,expiring 07/21/20. i I 1Sk• `. U,hl IS*I.Cbanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21;2020 Approval Date:December 14,2017 E-3 7-1STEEL C,r/,,,4•,,,HI x 7 —__ _ __— _ r -___ PUSH NUr—_- _ TOP--FD URE B-1/2'_X_2-3/4"_%0.1' '^"" `. STEEL PLATE WITH ONE 5/16-7B NS W/NUT OPTIONAL-DOOR NEWER -- - u ® W/(4) /14 x 5/5'SMS ! `, FASTENED TO END STILE WITH TO BE INSTALLED Al - -— - - - WITHOUT DELRON SILMVE(SM.) (a/14 X 3/4'SELF DRIWNG SCREWS ANY CENTER STILE ; Fy 7-1/Y x 3"X.071'GALV.STEEL t A© I SHEET S FOR TOP BRACKET OPTIONS V SI END ROLLER HINGE iA A 1 CENTER STILES Z e W/(B)$74 X 5J8'SMS-le ! SEE SCH. A r'A " WITHOUT DICTION SLEEVE(STD.) f WITH DELRON SLEEVE(OPTIONAL) ® 7-t/2'X 2-114'X 071' OALK STEEL CENTER HINGE ♦ O Ei�4 tD WITH DE 1t]N S�� __ 2/DOOR ♦♦♦'�` � 0-- lf.=._...�I ® ® ®I� • 6�Gyµ1`� V. ` 1'W X.15 THK.LATCH`.` p� C$ HINGE , STANDARD LOCK ♦` 0 ♦ SPPoNG LQ4DED SLIDE.BAIT(BOTH SiDE�3.� I® rc FASTENED WJ(4)#14 X 1/2"S.N.S, ♦ .._... ...__.._.._. -s/a•MIN. LocK ENCA.EMEHr \ _— CONFORMS TO SECTKMI 1008 REGARDING ♦ — " ! z°�$g�_ CABLE&NICO-PR f GARAGE DOORS f ` _ `♦♦ 6 \ _—— !�I C3 1-1113B� iE.159 Ow GAIN.AB7CRAFr 11e E - ♦ i r tW/ IN.5 TO 1 SAFEtY FACTOR ® 2-3/4'W X S-5/8'H X.Ggo-THI(.i f1 i ---•.. sem,._—= �, mac "_ - a� } STEEL PLATE((. 1-3/8'DEEP r♦♦ II,.""..- --- WITH 3) #14 X 3/4" .U v �i .\ r v f t �. ......—...... _........_.m..._.. .....--- - W , 11 C3 SELF D I ING SCREWS ` . ..._. .._._. .�_ r- .. BRACKET BRACKET Y M W ,� o STD. LIFT DOOR LOW HEADROOM '101 e i t c TmAL of DOOR OPTION __. ___ _..._ .._. ___ CLf E v'B+UtS AT HBGtT mNssTs of EAOH DOOR 7-716`X 3-1/a"X.610• . f OPTI4NN.VENTS I 4 v a 1 2 SEOROtiS 1a'2 85CTWNS 21" STE PLATE (3}5'WWE AT 7'O.C.MAX. LOPTIONAL FLUSH FACE 87g" i SECTION 4 SEODMISt2i 3 SECTIONS 2/" WITH(4)X14 X 3/4'SDS `�_.. OfRUC.AFA NOT TO EXCEED 120 SO.IN. MNC;YDOGR WIOTti IHSD GRATIN DESIGN G Z 7-3• - - 7-B' S SECTIONS 1s'- CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE Et. TION e rt T 202.Us-20I WITH&ruS-tai FOR hVHi ARD � 7'-9' 4 SECTIONS 18'1 21• W 3 SECTIONS 16.2 SECTIONS 21• OUTSIDE RAISED PANEL EMBOSSED DOOR ASTIR Eras-Os/asTM EtBsa oa. I N p 8'-3' 2 S£COONS t0 3 SECTIONS 21• HANDLE GENERAL NDTES 8=8' t SECTION Is" 4 SEO00NS 21' END STILE t.TWS PRODUCT HAS BEEN DESIGNED AND 7ESTED TO COMPLY WITH THE --7 DAB DOORS INC. REOUREMDM OF THE 2014(M MMON)/2017(8TH EDITION)FLORIDA s-9• B 5EC7I)NS zt•- Hvrraatte MasFer$Model 824 8i1€ 9 a SECTIONS Ili'- LOCK BAR GUIDE'S Max. Size 16'-2" X 18'-0" High t ANCHOR CSE INCLUDING SIO VELOCITY,SPA ltDE SONE M ON 9'-3" 5 SECTIONS 13-11 SET;IWN 21' 1"INSTALLED ON END STU.E ( 2.ANCHORS INSTALLED BE CORROSION TRUCTION SPACED AS SHOWN Nt DETAILS 9'-8• 4 SECTIONS 18'2 SECTIONS 27' WI4i•I 7Ni11dOW L'RO Option AND NSULtAL PER MANUF'S IM.L DRESSING O EMC E]IBEONQiT TO BASE 9'-9" 3 SECTIONS 16'3 SECTIONS 2i• ' WRFI(4)/14 X 5/B'SMS ___...__._.�_-___..__._�___� tdATERW.SFWl.BE BEYOND WALL DRESSING OR STtiLTA. {g TV— 2 sEC1mNS 18 a SECIW7T5 2t• IST X.BVI LOCK BAR DESIGN PRESSURE RATING a + 38.0 PSF 3.A Law DURATION INCREASE Is USED N OES`ON OF ANCHORS tINTO WOOD ONLY. 2 F o 10-3" T SEG7tON itY S SECTIONS 2T' ENGAGES IN TRACK 4.MbVER"BFCIUDINC BUT NOT LIMITED TO SMEL/METAL SCRDaS.THAT SECT. s,71'- ON EACH SIRE OF DOOR - 44.0 PSF COME INTO CONTACT WITH DRIER DISS(ALAR MATERIALS SHALL MEET THE - a CENTER STILES SCHaRa'A' 10'-9"s 5ECTt01LS 18`i SFCDON 21'' OUTSIDE KEYED LOCK REOViiFA1FNIS OF THE 2o14/a0n FLORIDAi10Wp0 BLOa.CODE&ADOPTED srAxDM6S. &g tt' S SFO.—18.2 SECtglS 21' CENTER STILES CONFXA1RA170N S.TM PRODUCT APPROVAL IS GENERIC MND DOES NOT PROVIDE INFORMATION i 1'- 4 SFCTINIS 18 III I 3 SECTIONS 21 oano DOOR 1,10T16 !TIF CENTER SOLE4 FOR A SITE SPECIFIC FNT6.IECT,i.e.LIFE SAFETY OF 11{TS PRODUCT.ADEOUACf' II'-8"3 SECTIONS IS"4 SECIUtNS 21" LOCK BAR lOC(0NG SHOWN A'-0"TO 9-10' g OF STRUCnA1E RECEATSSO TFC PRSUCT AND SEALING AROUND QPENiNG FOR I1'-9"2 SECTIONS 18.5 SECixkS 22' S i _ t.. I WATER€NFlLTRATWN RESISTANCE ETC, wil AL7ERHATE TO 10' TO 11'-f0" 2 CONDITIONS NOT SHOWN O THS DRAWWO ARE TO BE NULYZED SEPARATELY, a 18.8 SE.CTgNS 21" _ SPRING LOADED.1E BDLT 12'-0-TO 13'-10• 3 AND TO BE REVIEWED BY MAIDING OFFICAL 2LOCKS SHOWN ADM E' '7O 9' 10" 14-0'TO 16-10' 4 BMANUFACTURER'S LABEL SHALL BE LOCATED O N A REAIY:LY VLSaLE LOCATION12'-8' 6=TtMIS 1E'2 SECTIONS 21' DOOR WIDTFG 15-11TO t(Y-2S N ACCORa4bM WITH SECTION 1709.9.3 OF FLOPJDA BU9DNG CODE.5SfxlID 19"3 2LABELM TO COMPLY WITH SECTION 1709.92SS 4 55CTS WNS ta'4�SECTWNS 2)' yyyp111 ``UU 1117111!! A' 75-3' 3 SECIIOFS 18'3 CRONS 2i' mwmcCILBVBm .®� ® [114113/4'SELF DRILLING.SCREWSY-8'2 SECROIS 18"B SECTIONS 21' '� �� 11rpr a4[i tie rbell r ... IRY BE USED ,Q:•' EPN 5+ 13-9' I SECTtON IB' T SECIIOI13 2t' 411I9y�C404 �" IT T - N UEU OF r}T4%5/8'SMS ` •• ••'' i £ _141'-8 StC7[M5 21 - Ns1 (D Z' ( IG'-0"TO i1'-f0' �_..._._ 14'-0'TO 15'-10' - hW-- _: 6 SECTIONS 18'3 SIiCTgNS 21 C+pG W Ortr DOOR.WIDTHS DOUR WIDTHS ', - 14-0 8 SECTIONS 18'4 SECTIWTS 21 {��� - •� 14'-9"4 SECTIONS 1013 SECTIONS 21' ....... E _ _ - . Is, 3 SECITai Y8"8 SECTIONS 21• [AOO1rR - ® � ® " , .... {moi, ...... ........... �( 1C-S"z SECTIONS ta'17 SECTIORS 21 U") N.i ii' STA OF dmWing no. tb'-8 t SEct16N ti �8 SECTIONS 21" �'• �`•` 02-2� IS'-9 9 MCITIM 21-1- 72'-0"TO 13'-IO' 18'-tY TO T8'-2' 8 SECTIOMS 18-14 SECOWS 21 DOOR W10TH5 DOOR WIDTHS 1`111 I1ttI I �fiee}1 of5 I -- - ----— - - -- --- -- - _ -- - ---- -- - - - - - 24 GL STEEL PANEL-— — - - - - -------- - �Vi N .1 O FLAPS BENT OVER PANEL e n i 6 - I/2'PUNCHID4HOLES i�1 �.. j{� opt " ALV.X z-i/$X REIN %Y 12 a GALV.stEfl,U.BAR REINFORCING muss - 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTFf81E1xATE STYLES W/T. j Q #14 X 6/B'S.M.S.ANO TO ENO STILE W/FOUR 014 X 3/4`SELF DRILLING S. 13C CFl;E9� J� MCI N wqO dm(� gg .17- Q Glc 7-tot 1 g 3/18`POP RIYETS °"' aweP' �Lf N O z AT 4'O.C.�/ I i r4j, e'S (6}FGR 21'STILES C (5 FOR t8'STBES ti ao END STILE .024"51L PANEL C p Dame OF D00 6� A Ea 12 1ST SECTION (EIMM) INTERMEDIATE SECTION TOP SECTION 8 ° a 3 N ^� O OPTIONAL STOP MOULDING rn w BY ODOR INSTALLER COLD BRAS DOOR VIEWER 9 Q STEEL TRACK BRACKET FASTENED BY 'SCHLACE SECURITY HARDWARE' w TO WOOD JAMB WITH 111 14 X 5/8'SMS 3/4°%2•%2-1/2'X.049•STEEL 5/16'x 1-5/8°LAG SCREW 0 PER HINGE END SnLE,CONNECT TO PANELS WITH INSTALLED IN 9/16' DIA. HOLES IN CENTER STKE (FULLY THREADED} FLAPS AND (5 OR(6)3/18'ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER HEAD TYPE A 1/2'X t-3/4'X.068'FORMED STEEL SEE DETAIL ONE PER BtiAGKET GLUED TO PANEL AND SECURED TO dY` END STILE WITH(4)3/16'POP RIVETS ANCHORS I AT � CE AI:2•- UM ,T/e•DLA.POWER-BOLT BY'POWERS' SOUTHERN PINE ,t4�, �6M/8'X 2-5/8'X.048'STEEL EDGE 12 $ 0.55 S. �j STIE.GLUED AND WMED DISTANCE �2'MAN.EDGE DISTANCE 2 MIN. EMIRED,INTO NCREIE(3DD0 PSI MIN.) io���Q TO PANEL W/(4)3/18`RIVETS 3 t8' 1- IN. FOP °�''S ) f 3 /B CRETE OR FILLED 1r4�I XX 5/8'SILL. � /. � ILe'rus N -s csvc BY n' I � p .°°�. t / .� 2-1/4'MIN. EDGE DISTANCE INTO CONCRETE t 4°MSN.EDGE DISTANCE INTO FILLED BLOCK i-sf1G° CONCRETE 1'c-3000 PSI MIN. H1,C-90 GROUT FILLED BLOCK fm 2000 PSI MIN.19'%2.19'X 3.3^%.090' ANCHOR TYPE A OR 8 _ x STEED.TRACK BRACKEIS t (i PER BRACKET SEE SHEET 3 FOR SPACING __ - SEE SHEET 3 FOR BRACKET SPACING 7-i/2'x.osG^ INTERIOR SIDE 7-i/2•x.071•__. 1&/��o ss BOLT STEEL TRADK GCENT RAL HINGE Elio ROLLER HINCE 140 #G4.X 2-1/e'X i'(STANDARD)) 1.62°OtA X.SO-STEEL ROLLERS(STD.) +' * C;�j usyd.t •,, � - 12 GA.X 3-s//6'x t-1/2 OPTfONAI} 7 8'PUSNNttT 1.82'DIA.X.50'NYLON ROLLERS ((OPTIONAL.) drawing no. fA5TENED TO TRACK PLATES ��/ ( �� OR•' �� W/ 14-20%5 B^TRUSS HD. ALLtD ON ROLLER SHAFT 2775'DIA x.50"STEEL RDt.LERS 10PnONy_L._ ys't••�.a.�.�.. A 02-21 M.S.&LOCK NUT SECTION l3-B 2.75'DIA,X S0'NYLON ROLLERS IfOPTIO Yr`^+ctl>FA1. A� WRH 5°STEM f In Nlt sheet tot 5 i XE -- - -- - — POP_mvm- - - 1 H/a'x t!2•x 1 a'F SUPT A6 Fr. . - 5j16`-X`1-5/8"-LAO-SCREWS tNiO-WOOD OR __ HORT&TRACK SUPPORT, FOR DOOR H GtiTs gPTD 8 fT, y„rV 2• 2-3/4"X 8-1/2"X 3"X.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD.-ON DOORS-- --MTNOUf-INSUt.AnDN-OR-WINDOWS,- - O-3 'X WITH 1-1/4'EMBED INTO MASONRY Ex�ED1NG 8 FT.IN HEIGHT-- 2"X 2'X IN HORIZ,ANGLE iV E 3 PER BRAMT ti A-•- FOR DOOR HEIGHTS ABOVE 8 FT.OR ROLLER BROW ON EACH SIDE - I t 1 DOORS WITH INSULATION OR WINDOWS ^� _ is FASTENED W!(6)f 14 x S!8•S,M.s. z 14 GA.GAIN.57EF7,ADJUSTABLE SPOT WEEDED TO ROTI2.TRAL>it SLIDE QALY.EO TO BPJIWA 2-1/2'X 4-1/4'X 13 CA.STEEL PLATO - WITH lYrO WELDS AT j2'APART q W%Elis-i8 X 3I4'ACK HEAD WELDED TO 1-1/2'X 1-t/2"X 14 OA.ANGLLE A-"-J FIRST AT 3'O.O.,REST Ar s'Q,O. SCREWS ffi FaSIENED TO TRACK CONNECTED3/8 TO tT.AG BRACKET ARCdT M. WrIH(4) 1/4-20 SS.BOlr&NUTS W/3O SPR X 3/4•BMT a NUT � c H�itZ.TRACK LENOT#L a OPENING FIETi01T PLUS i2' AND TO SPfiitNS SHAFT GUIDE W0H KV! TOP BRAC (2) 1/4-20 X 5/0"BOLT&NUT " (STANDARD) TOP(BR00W -T -- G�•r C y wol 1A LOW HEADROOd1 0002 14 Gk QALY.STEEL TRACK is 9 qqq HORIZONTAL F E NFORCWENT t/Y X 1--3/4'X.038'FORMED STEEL IRtOX OWED TO PANEL AND FASIENED 10 2-t/8'X t'X.080' YMCA SES MR z'X 5-112"x Aw SECTION A—A (2)3/18`POP RIVET'' CALY.STEEL. P; FAaatiTENEO W/10 4) 14 X, FOR } DOOR + SECTION HEIGHTS BRACKET PLACEMENTS NFO HORIZONTAL REINFORCEMENT HEIGHT HEADROOM DOOR 0Pf10N I H 1/2'X 1-3/4'X D88"FORMED STEEL 1ST 2ND 3RD 4TH 5TH 81 B2 83 B+ 85 as 87 88 GLUED To PANEL AND FASTENED TO 8'-O" 18"1B" 18'18'N A t`TO 2"11-3/4• 23 3d' 45' 58' ! 67` - VERACAl.STttES WITH 8'-8' 21"T8' 18.21'N/A I"To a`11--3 4" 23' 34' 45' 58' 67' _ (2)3/16'POP MhTS -S/76"MEEnNO RIB 7'^0" 21'21' 21`2t'NIA i"TO 2•t1-314" 23' 34' 45• 58• I FT' 7`-6" is*18• i8`15'18'i"TO 2'11-3 4 23' 34• d5• 58''16r TB-1/4 PLASTIC/STEEL ROLLERS - B'-O" 21`i8" 18`18'21'1"TO Y t1-3/4 23' 34" 78-t 4' _ 1.8a'DAL X 40' +--SECTIONS ARE NUMBERED STARTING AT THE BOTTOM W/A4 DU X 4-1 j4"STEM FOR DOORS MORE TRAN 8 FT. HIGH, USE ADDRWNAL TRACK BRACKETS AT 10"O.O, q El OPTI4NAL tNSULAZGiS: 1.9'X a.18'X 13'X.000• KA' IktWk6 tit Fbdb o Br bYP scryRO rrrcy.N STEEL TRICK BRAOKEI^s Etmdt�C'ofa CL= qT m LSO-28 POLY-ISOCMWRATE m 2-3jt$'FP,4fi Attr fceN4 • 'a, 6 DoOm.2.0 PCF CANNECTEO TO TRACK WTH 6SP7raNwpepe L �Y 0 N j,.... N.OA f16-110&04 )1/4'BOLTS&NUTS. T" r. cRAMERICA! cn n DENSRY+ t.O3 �� "C u� N.O.A.115-1203.04 OR SS o DEN"a O�F `~ ~ NAA f7?-=t # T...._.....p___._»�...� I i 14EEL Gk GALS FASTENED g W/(E) 14 X 518•ENS I C 1€ OM 024'ROLLLL FORMED NG Qt— STEEL PANEL MIN.Y1E.STRENORI m 30 1- WITH PRWER ABT?BAA O-ON PGLYSTER F'AR17ED TOP CQkT TRACK N,+;`U FIGURATION APPLIED TO BOTH SIDES OF 5TfiEL. ! M -- - – — �aFMCAL.0 HIGH Ll Ef ,STANDARO UIFt Low M3E14f}SOOM c�S� pOUEilE-TRACK 1a oA cAIJr STEEL BYI�lt ACK OFLlONfi �111q/y1iH 1 rtill iY+ W%{ 14 X 9 A: � %% rrrrr d d BmCM SEAL.OF7XM •;1`T'- y R $ .p; SEE SHEET 5 ^o Y v (•.• f' t, ��i ;., ('y� � �" tlCOwirig TIO, , SECTION A-A l r SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES rrT I 4111 Sheet 30( $ I c --" - - - -- -- — -- -- 3 4' REINFORCEMENT OtSf. #a X i' IN �• 1-1/2'MIN. SELF DRILLING SCREWS /8 X 1 DIST. 1 3/16"•RIVDC S{EEL RIVETTS OR DRILLING SCREWS O MIR.TIGRIP W/A 48°fifAD 3/16''RIVEX'STEEL RIVETS '+ A 8o C.(DOME NFAD a 2Bt FORM 1(4'DIA,LAG SCREWS 2BY 1/4'DIA LAC MEWS � O I AT 8'FROM El1D5 AT e'FROM ENDS - �t WOOD ANO 1S'O.C.MAX. WOOD T � AND 16.O.C.MAIL iq ' - W SLRIP MAYIUR �P ADAPTER r Q RUBBER WSTEBPP/d0 t7 RUBBER W STREPPNG z� � A� 040 W i .7� .348 BOTTOM SEAL OP1'10NS PRQDUCfR6Y18�7 Sw+ OPTION 'A' OPTION 'B' ~ft Ole"mw ita .)2 WOOD RUCK CONNECTION TO WOOD SUB ATE(WOOD SPECIFIC GRAM SG==OS3 MIN.) 6,, 4,.. 4,.Kf•_ c o THE INSTALLATION METHODS SHOWN ABOVE SNOWS 2X6 SYP WOOD BUCK ATTACHMENT 6611t1� T WOOD STRUCTURES IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULA110FJS/DESION t' M WILL BE REWIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE ANC t r, VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPAGINC EWE 0151. R 3 8 HL.0 SLEEVE BY f0t. CDW- t-1 4 2° 3/8 CONFLEX BY EL.C'6 FILLET SL 3-3 4 v 9 h STEL STRUCTURE BY OTHERS A/8" 7 BY'RTW' CONC.1-7.2 2-1 2 Z C7 13 5/16-x 75/BS BMM SUPPORT THE Y DOOR SYSTEM UJADS IMPOSED 3 POWER-BOLT BY POWERS CONC. 3 B SLEEVE-RLL BY SI COM 1-1/2 8 1 0 I AT 12'O.C. CONCRETE.Po-3�FIN NUN, cs 5/16'M BOLTS "a GROUT FILLED BLOCK I'm�2000 PSI LIN. cpa Ci N s WOOD j)UCK CONNEMON TO MASONRY -WITH WASHER AI NUT y- � AT 12'O.C.MAX. EDGE DIST. F PRESSURE TREATED 2X8 SYP WOW JAMSS WHICH SHALL BE ANCHORED T � � IN ORO=REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH r{ II 1/4'VLWOON BY'ELCD'WITH SPACING OF 12'Q.C. INTO GROUT FELLED BLOCK WAR..WITH 2-1/4'MIN.EMBED - 13'O.C, INTO 3000 PSI CONCRETE,WITH 1-3/4'MN.EMBED t /�'' c I 1-f//4'X 2A X 14 Gk 2-1/2'MIN.EDGE DISTANCE 1-1/2' 1-1/2' CONE.STEEL.AFXNLE t(4'TAPPER SY'POWERS'WITH SPACING Of k 11'O,C,INTO GROUT FILLED BLOCK WALL..WITH t-1/2'MfN.EMBED 12 DA.G+1V.STEEL 13'O,C INTO 3000 PSI CONCRETE.WITH 1-3/4'M}J FIAT BRACKETS&3'LONG 4Y� .EMBED 1/16'X 2-t/ 2-1 8'X f"K 14 CA. 3'MIN.EDGE DISTANCE FIt1ET WELD AT 12'O.C.IN DOOR OPNG. 3(8'CONFLIX BY'0.00'OR AT 12'O.C.MAX AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TPA PfATM ' CONNECTED T CONT.ANGLE W,(2' 7 4-20705(8'TRUSS HD, 3/B'Uri'BY'(TV WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE StQOED�S @ LOCK NUT 12121-1-1-1-1'Q4113000 PSI CONCRETE,WITH 2-1/2'MN,EMBED3'MlW EDGE DISTANCE-- _ __ CONRLiVOUS auG1.P iR+?'JC TO STEEL. TO�cS'DICRETE ANO All ED 3/8'HU:SLEEVE 8Y'HILTR'WrrH SPACING OF .. _��10'O.C.INTO GROUT FILLED BLACK WALL.WITH I-f/4°NN,EMBED.4'MIN.EDGE DIST. - - -- - --15'Q.C.INTO 3000 PSI CCNCRETE WITH 1-//4' . EMBED ANDALTERNM TRACK INSTALLATION `ttt11 tt IY,/ - 2-1/2'LIN.EDGE DISTANCE �POD f Ali Ig PREPARATION OF JAMBS 9Y OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT T VERIFY Y• ` I ` ADEQUACY OF SUPPORT=STRUCPJRE T SUPPORT LOADS IMPOSED BY DOOR SYSTEM. a lJ FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED IN BUILDING OFFM UPON INSPECTION.MAXIMUM EOIMW+)LOAD PER JAMS- OF,�r't�J � drawinIj- �4-f5 6.16'X 62 PSF2-291 Lbs per Ft LWOMCAf INTETBOR(--) LOAD PER JALRB-(118.16'X 44 /2-3535 Lba ppm Ft ,'' `` *.PLASTIC COMPLIES-WITH DOOR PANEL CHAPTER 26 OF FBC W " - 24 GA, (.024)scar MIN. SEE EVIDENCE PAGE Q b 7/18'DIA.WASHER - 1.144 S a i #8 X 3/4'SMS 213X/4' v a 3/B FROY ENDS A ` iii 1 1OW.WIDTH t roto 7•O.C..Lux * EXTERIOR FRAM * INTERIOR FRAM oq}y�aq l,1 ' d 18 1/8' FMD PVC ONE PIECE INJECTION RIGID PVC ONE PIECE[NJE'CFSON (4)>T�x 3/4•sMs \ J Mo. }Z+ W I i p J � .._ TA 1-3/8•FROM ENDS \ D.L.O. p iii 1 ♦ AND 6-1/27 O.C.MAX. N I I j 178 X.062 DEEP l!j! GROOVE Till Iii! I ED 1:3 11:1 u R1/a'POLYCAR60NATE tE1tn14 � � � � ✓ c o" BY'SABIC INNOVATIVE PLASTICS' M 1 i NOA 015-0915.08 �' 1 111 -1 ,, !1!I El 7 3 rn N $ ii J l V q i O tp t t i l w ED �c- - 111 � till .775 X.062 DEEP 1 GROOVE I I 0 T3 10 I (4)f8 X 3/4'SIDS INSIDE ELEVATION c 1 Ili , a 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS �IR/7DUCFYg1r [g °I AND 6-1/2•oa M. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 7 #8 X 3/4'SMS 10`T a 3 /FROM ENDS .175 X.02 D AND 4-e2'O.C.MAX. GR0CNE d Clt jao ;B 33 1 1}8X3/4'SMS a 3/8'FROM ENDS t1t 111 � AND 7-O.C.MAX. 7/16.OlA WASHER _________ _ ___ __ ____ ``�•..q„,P!:• .. �Q�'. b DOOR PANEL EXTERIOR - 24 CA.(.024)STEEL MIN. ODOR PANEL 15/18"UK D.L.On. 1 '"t) OF � � drowinq no 24 C.A.(.024)STEEL WN. GLAZING SITE �� •• ORiQ*.•' j . 02-21 WINDOW WM �N NAWL tt;`" 1 11 11eheok Sof 5 a 6