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HomeMy WebLinkAboutProduct Approval MIAMI-DADE MIAMI-DAME COUNTY ' PRODUCT CONTROL SECTION 11845 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175247.4 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2390 F(786)3152599 NOTICE OF ACCEP'T'ANCE (NOA) ' ww.mzamidade.!zav/eco„oMv DAB DoerCompany,Inc. 12195 NW 98"'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 IvEami-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 Dada 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 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Lite 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 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 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-915-0304.01 and consists of this page I 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 MIAM141ADE Gouty rY Expiration Date: July 21,2020 r Approval Date:December 14,20X7. Page 1 DAB Door Company-,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN HTTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 02-21,titled`�4 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 A1- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted tinder NOAH 11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and'Forced Entry Test per PBC, 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,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 # 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. -Ishaq L'Chanda,P.E. Product.Cotitrol Examiner NOA No.17-1018.11 Expiration Date: July 21,2020 Approval Date:December 14,2017 E-1 I DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED C. CALCULATIONS (Cont.) "Suhmitted under NOA #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 A1-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 L 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 Insulfoazn 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-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 i 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 GI 55 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,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.rOhia;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 #14-0814.111 1. Staternent letter of code conformance to the 5h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. lshaq I.Chanda,P.E.. Product Control Examiner NOA No. 17-10].8.12 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, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC; for their Dyplast ISO-C1 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 I. Statement letter of conformance to FBC 2014 (5t'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.#15=0304.01, expiring 07/21/20. Ishad I.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date: July 21,2020 Approval Date:December 14,2017 E-3 U 2;TK 2-1 4'%1 a-- PUSH NUT TOP FIXTURE 5-1/2'x 2-3/4'X 0.1' O 8'BKINGMS STEEL PLATE WITH ONE s/ -1B HS W/Nur OPTIONAL DOOR VIEWER W/(4)814%5/ ! FASTENED TO END SDLE WITH TO BE INSTALLED AT. WITHOUT-DElRON SLEEVE(SID.) ! 00 ```1 ANY CENTER STILE N (6)814%3/4'SELF OflIWNO SCREWB 0 7-1/Y X J'%.071•GNLV.STEEL ! SEE SHEET Y FOR TOP BRACKET OPTIONS = m e W/(e�4 XIIs/8 SUS 1 HINGEm m ! ENTER SEE scN�'A'' f-^ F WGHOUT DELRON.SLgvE(STD.) ' a a WITH DELRON SLEEVE(OPTIONAL)7-1 OPTIONAL) e a 9 .7-1/z•x z-1/4'x.W1• ---- I C ode GALV•STEEL CENTER HINGE LOCK m W/(4)814 x 5/B sus WITH m wDELFroN SLEEVE(oP1�Emij-�-- -_ ® ® In In ® ®I®• m I OG W r O 1 aO 1'W%.15 TFIX.UTCN• pp C ' I 6Ga � � ,pry CENTER HINGE 1 STANDMD LACK ``\`` LIIIµIIIJII���IIJIII�I�I J'II IIDI'�IILIII IIIA C a. Y . 1 SPMND LDAGED SLAE SOFT(BQIH 90E�2 ICI ® ® ® ® ®I 1�1• 0 77n FAsnxEG W/(4)114 I o -__-5/8'MIN.LOCK ENCA6ELIENT ``A Oo p$ y g ` CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS m w 158 ow Lv,aacRAFT TYPE o b �i LE k NICO-PRE55 SIEEVE O B B 0 W/WN.5 M 1 SAFETY FACTOR o 2-3/4Y+x s-s/e'H x.aeD•Twc'� STEEL PUTE.1-J/s•DEEP 1 wnN(3)N4 x 3µ' .t ® m SELF oRU11NG SGNETVS a ' •ie c o _ _ n BRACKET `BRACKET - C3110 STDLIFT DOOR LOW HEADROOM—1aF DOOROPTION E g gfm DOOR v BNS AT — I B RI E R IBTS,r wN9sTs s GXH DOGR 7-7/B•x 3-t/e•%.ofo• OPIIONAL VENTS o EO j W-9• 2 SECIIOM IV 1 MOONS 21• SLED.PUTE - (J)5'WIDE AT 7-O.C.MAX. OPTIONPL FIDSH FACE e'-a• 1 SEC,ION 18' 3 SECTIONS 21• WIN(4)114%3/4'SDS OPNC.AREA NOT TO EXCEED 120 SO.N. MAX DOOR WIDTH WOOD GRAN DEMGN L—A o i C2 r 4 SECDONS 21•- o m r-3' - - - ts'-z• s o rn o g DOOR TESTED N ACCORDANCE WITH I NEDNIOT®IIS OF FIDMA 7-e s mTIONs 1e•- CENTER SIRE TX6 PRODUCE IS FATED FOR VALE AlIS51LE IMPACT INSIDE ELEVATION BIIIIONG WOE,TA6-201,TA9-201 @TAS-20]TOR IF AND r-9' I SECTIONS IV 1 SECOON 21' OIRSmE ASN E,886-OS ASTM E7998-09. 8' 3 smams 1e•2 S=Mn s:,• ,RAISED PANEL EMBOSSED DooR Er-]•z sEenoes 1e•]sstTIOxs x1 HANDLE GENERAL NOTES o V 1 SMON 19• 4 STcnors 1t• r...v sTLLE DAH DOORS INC. t.TADS Paoax:r HAS BEEN DMONEo AND TESTED ro COMPLY M THE W-a•s sDnaNs zr- REDuwT»DTrErs of THE W1.415711 EDTTIWD/2011(sm EDmon)Fl64mA a' a SM()HS 19•- Hunicuns Master®Model 824/811 BVDDOIG CODE NCLUDING VEIDCTIY IW.WRIrJt:E ZONE(Nvf�. FF EF:y W-3 5 SECTIONS te'1 50:IION 21''-' --- - - WTH14X- MO%.S1e 16'-2'X i6'-0'High2.ANOINL9S1WL BECpRR090N.FR5t.AM.SPACEDAS.SNONNOHpEABSe'-e' 4 SEa1IONs 1e•211' N END STILE With Window Lila Option AND INSTALLED PER MOM'S INSTRucnpxs.SPECKED EMBEDMENT TO BASE A A al s•-a•3'MoNs 1a•3 sD.TIONs v, WITH(a)rya x-s/a•sMs MATERIAL SHALL BE BEYOND WALL DRESMIG OR S10GCO. n g- . 4 1 A LOAD P Mi ON DREISE 5 USED N DESIGN OF ANCHORS NTD WOOD ONLY. a a 1a z—Hs 1e•4 sFLTnNS 2r•" g • TBT x.I LOCK BAR DEIGN PRESSURE RATING=.+36.0 PSF 1 SFCIIDN 1B• 8 SEClION9 11' 4 Q!G^LES N TIUCK -44.0 P$F 4'W'�N=DING BW NOT UYIIED 10 BIEFIMALS!BCIiEWS,TINT ` f0'-8.8 SE N9 11'- ES ON MCH 90E OF WOR COPE INTO CONTACT WITH OVER D6'liMEM MMLL 1aEi 111E tO-D'9 10'1 SECOON 21' CENTER��` SCKEWLL�W RECUIMIE TS OF THE 2014/2017 FLORIDA MOD.CODE&AMRIED SM DARDS. K 11' ]SMONS IV 2 5[CIIOIFi 2,' OL FIDE K 1L K CENIEN•'ICES CaNFIGUW010N 5.TADS PROu2T APPROVAL IS GENERIC AND DOES NOT PROVIDE DODRMNo1 ¢g 11'-r 4 SECTIONS 19.3 SEIOIOIL9 21' .�ONA DOOR WD815 8 OP CENIFA MLE5 FOR A SITE SPECIFIC PROJECT,Ln LIFE.SAFETY OF 1185 PIN1DUCr ADEOWLY I V-e•3 SECTIONS IV 4 SECTIONS 21' Locx BAR LOOKING SHOWN ®®® a'-0'TD 0-10• 1 OF ER UMREINFILTRATION ION REST TMS PRODUCT AND SFAUNC AROUND OPENWG FDR o^ 11'-9•z SECTION 1s•5 SECTIONS 21• ALTERNATE M 10'-0•To 1,- WATER NEUNor S REN IN ER _ 17 1 AND ToBr RED SHOWN N tlp5 DRAWING ARE ro BE ANALYZED sENMRaY. °a .u' 7 SMONS e•a xc,IOrs xr" - LOCKS LOADED SIDE BOLT u'-V To 13-10• 3 AND TD BE RENEWED ar eIADxNo oFFK]AE ' 6$ . 11'-3'7 SECTIONS 11'- LOCKS SHOWN ABOVE .B'-0T ro 9'-10' 14'-D'To 15'-10' 4 G M FACWRFN'S LABEL SH1lL BE LOCAL D ON A READILY VRiBLE LOCATION n a 'o 126-8.8 SMONS 18.2 SDT11m6 11 DDDIy.tY10D1S 15'-11•To IB'-2' e N ACCORDANCE NDN BECKON 1709.9.]OF E. rLomnA ammmo COD tY-r 5 SECTIONS le•3 SECfgl6 21' LMDDIG TO COMPLY YON SECION 1709.92 u• 4 SIMONS ts•4 SECTIONS 21• `TI LTHT UE A 13•_3•]6ELDaN9,B 5 SEGIONS 2,• ®®® ®® ®® ,, P ..... u•-e•x slrnaea 1B•a sLcnDls 1r a+roDaer REVI" IAL%J SELF DRIUNC SCflFNi ��JP`s•• • t3•-9'1 SMON 1s• 7 s¢rore 21' IIAibN9 a U@ W.014%5/e•SEs �"'•�D ' 44• a sEDT1oNs 11•- AeA.pp+sNa1T-(ol IZ �1o'-D'To n'-in 1a'=D•ro 1s'-1D• a 14•-r a SEano.S 1s•3 SONS 21• IN MI, 9 t �DGDg wloNSWIDTHS WOR wxmLs. •:*= y M E• - 14'-e'Wl�1B'4 SEccTwEs xl'14'-9. IB•5 SECIM6 21 - AN / p1B'8 SECTIONS 11' � ®®®® ® ®® V::Ft tJ J yI1i 1l1 r,• BTA OF1U•-3• 1tr 7 SECTIONS 11'1S•-e' te• a aDlIOls 2r "2oMDT•.`1s•-9• 1r- �iz'-o•TG 1J'-1D� 1s•-n•ro1B'-z• .......�__���jj 02-21 1fi 1a 4 st>:rols 2t' WOR WIDTHS DDDR W4oTns AA�NAL'TT``` sheet 1 of $ 24 Gk STEEL PANEL �4 U BAP$BEM OVER PANEL Gk1 Tfpgjj U o�pye 1/2-PUNCHED 4LA HOLES I O 055•%2-1/4-%3/4-%2- j O hu g . GAM STEEL U.9MR RFRODflONG TRUSS O BOTTOM OF PANEL TRUSS FASTENED TO .. -• w . VERTICAL NTERNETIATE STILES W/TWO _ L =N p� i14'X 5/8-SYSLD ATO END SIRE I �WEfREy® ,5 B 81 9 g W/NUR X14%3/4-SELF DRILLING S f mai ylF � Q b 22 0 13/16'POP RNE15 AT 4'O.G s. n 0 6)FOR 21-SIRES (S)FOR IB-SIRES m O O .024 STL PANEL c o ENO STILE . OUTSIDE OF DOORT m Es 8 amcm 1ST SECTION ( ER BOTTOM? _ INTMEDIATE SECTION TOP SECTIONS o U 3 a i '- `0Z�3� OPTIONAL STOP MOULDING O1° aY DOOR INSTALLER SOLID BRASS DOOR VIEWER N o STEEL TRACK BRACKET FASTENEDBY'SCHLACE SECURITY HARDWARE' ® C To WOOD dUWITH (14%5/e-SMS _ 3/4'%2'%2-1/2'%•049-STEEL INSTALLED IN 9 16-DIA HOLES IN CENTER STILE 5/16-X 1-5/8-IAO SCREW a PER HIDE END SIBF.CONNECT 10 PANELS WITH (FULLY THREADED) FLAPS AND 5)OR(6)3/16-ALUM RIVETS POSITIONED AT EYE LEVEL HETI ASHER HEAD TYPE A 1/2-x 1-3/4-%.0.58-ARMED SERI. .- - -1 ONE PER BRACKET GLMm TO PANEL Attu SECURED TD _ ANCHORS AT TRACY BRACKET: - ENO SERE WRN(4)3/16-POP RIVETS -- - .. A SOUTHERN PINE - 1-7/8-%2-5/B-% 049-SfFF1 'MA POKER-BOLT BY'POWERS' {� 055 S. •°• CENTER SRF.GLUED AND RIVETED GSTANCE� N 2-MRL EMBED INTO CONCRETE(3000 TO PANEL W/(4)J/18' P51 NN.) e € w 'J RIVETS ]/IB' RL 2-MEDGE DISTANCE R 1- N' f 14 x 5/8-euc POP RIVETS �1-3/LIST J/B�L1 LQ-C SL—__B1'MLT' o aC DIST. 4/HINGE4 :I: 9)1-1/4-WN.EMBED KID CONCRETE OR FILED BLOCK '- >• 2-1/4-MIN.EDGE DISTANCE INTO CONCRETE C MIN.EDGE DISTANCE INTO FILLED BLOCK .CONCRETE F.-3000 PSI MRL. 9 . C-90 GROUT FILED BLOCK fm-2000 PSI MIN. 1.9-x 2.19-%3.3-x.090- ANCHOR TYPE A OR B STEN BRACKETS BRlaS (11 PER BRACKET111111 - Y SEE SHEET 3 FOR SPACING SKEET 3 FOR ERAOKET.SPACORG \\\1\ I '= .. �1/4-20 ss BOLL �� = ., 9 �• 7-1/z'x.Gso- INTERIOR SIDE 7-1/z'x.on' A NUT —{r. :*— a GALV.STEEL END ROLLER HNGE STEEL TRACK CENTER HINGE _ ,((Q�' 14 G%2-1/8-%1-(SPNMRD 1.82•DIA%50-SEER ROLLFLS(SN. 1.;.) L.)- OF "AC df°wln9 n°. 12 GA%3-9/16'%1-1/Y-( [7'/8-PUSHNUTOATO TIME PLATES NLLU1 ON ROLLER SHAFT 2.75-DLL x 50-STEN ROLIFRS(OPTIONAL • '• �'Rry02-21 - W/1/4-2D x.5/8-TRUSS NO. 2.75 DA%.50-NYLON ROLLERS(OPIIOWW OTIED Y.f a LOCK TM SECTION B-B WITH 5'SEED PoP RIVElS1-1/2'%1/2'X 1/8'HDR2.ANGLE 5/18'%1-5/8'UG SCREWS(110 WOOD OR HORIZ TRACK SUPPOM, Poq OOOI HEIGHTS IM BFT. 2-7/4'%5-I/2'%3'%.1D4' _ 5/16'SLEEVE ANCHORS CENTER SUPPORT RE00.ON DOORS WITH INSULATION 0fl WINDOWS. GLLV.SIEp. WITH 1-1/4'ElABED IN10 MASONRY E%�jEIDINC B iT.IN HEIG 2-x 2-%1/B'NOWT ANGLE j ROLEER IR&M(ET ON EACH SIDE J PER BRACI0.T II A MR DOOR F6:IIGMfS ABOVE 8 FT.OR FASTENm.W/(8)d 14NX 5/6'SAM II 1 DOORS WITH INSULATION OR WINDOWSSPOT WELDEEI T. 14 G\.'GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'HOR7 TRACK O . AT SLIDE FASTENED TO BRIVXLET 2-1/2'%4-1/4'%1J CA STEEL PLATES ��, W/.5/16-18%J/4'XIX MEAD WELDED 70 1-1/2'%1-1/2'%14 Gl ANGLE __ A'" COHNEC1Ep TO J FIRST AT r DFIAG BRACKET ANGLE FASTENED TO TRACK N.SCREWS k NUTS WITH(4)1/4-20 SS.BOLT a NUTS _ __ HORIL TRU K LENGTH-OPENING HEIGHT PLUS 12' W/3/8-16 X 3/4'80.T h NUT O Q O 4 TOP BPILNET AND TO SPRING SHAFT WOE WITH ape LV E: (STANDARD) TOP BRACKET (OPTIONAL) _ (2)1/4-20%6/9'BOT h NUT QOC LOW HEADROOM DOOR � - 14 CA GALV.STEEL TRACK OO 1%3'¢%�J/AL RaN%0.0.56'F7IRYED STEEL VERTICAL TRACK 91-9 GLUED TO PANEL ANO FASTENED TO _ 2-1/8'X 1'%.ORO' O d a VERTICAL STILES WIDE SECTION A-A 2'x 5-1/2'%STEEL Q��1 q,q F (2)J/IB'POP flNE15 (( // C„LLy.STEEL Q BZG qW ASTENNED WMl 4)ROLLER B ET TON So-T6 HORIZONTAL REINFORCEMENTLOW HEADROOM DOOR OPTION DOOR •SECTION HEIGHTS BRACKET PLACEMENTS u m- 1/2'%1-]/4'%.058'PoRIIED STEEL FmGNT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 BS 88 87 BB S GWED TO PANEL ANO iASTQNFD TO 8•-0' Is 18'16'18'N/A 1'TO 2'11-3/4 23. 34' 45' 56' 67' 0 VEMIC4L STILES WITH 6•-6' 21'18'1B'21'N/A 1'TO 2'11-J 4 2J' J4' 45' 56 67' - (2)7/1 B'POP RnflS / m 21'21'21'21'N/A t'TO 2'11-J/4' 2J' J4' 45' S6' 5/16'MEETING RIB 7-8' 18'18'T8'18'18'1'TO 2'11-]1-7/4' 2J' 34' 45' S6' 67' 78-1/4' m PLASRER C/STEEL ROLLS B' 1 I.82'DIA-%.50' 45' O W/.44 OV X h1/4-STEM B '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM m O FOR DOORS MORE THAN B.FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'DC. c o _ OPTIOMML NWLATg : p" m 1.9,X 2.t9'x 3.7'%.090' PROWL T REVTSM p EW 1w AsT PRDDL--t1 C' SIEII TRACK BRACKETS �IAs�p(C146M1bpe DaAiCA O.$ 60-2.5 POLY-ISOCIANURATE �. 2-J/16'HIGH eptuv Na / Z 8 DENSITY-2.0 PCF CON'NELTEO To TRACK WITH G TLOA d16-1108.04 - ~r°61 U 9 I OR )1/4'BOLTS&NUTS. _ BY'tE OMA:NORM"FRIG• O' DENSITY-1.0 PCF 8661` •.IE'•ir41 O HOA T1s-120].04 & N OR m n BY F LLC Qp N=F DENSSITYITY=0.92 PCF N.OA 117-0221.06 0 0m 14 OA CATV.STEEL 3 ROLLER HI DES FASTENED _ F _ w/(B)dt4z5/6'SUS UK 024'ROLL FORMED STEEL PANEL DRAWING DVAIDY G-40 Lo.YIELD STRENGTH-39 KSI WITH PRIMER AND BU(ED-ON POLYSTER PAINTED TOP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL d a VERTICAL LIFT HIGH LIFE STANDARD LIFT LOW HEADROOM DOUBLE TRACK E x 12 GA GNM STEEL - AVAIL.ABLE TRACK OPTIONS 1Uuq LTrr BOTTOM BRACKET FASTENED \\ F � W/(4)1 14 X 5/5' V.SMS \ ... A� PJPD O .-BOTTOM SEE BHEET'S OPTIONS _ - TA OF •�- tlrotring no. SECTION A-A C+.f L[i N:d if '..L •,. �.'�WW` 02-2f SEE SHEET 2 FOR OF REINFORCING TRUSSES N `7Ss/O�� 11111111\ sheet 30f $ 7 4' 1/2'%7 KINFO -J/4' R 1-3/4- f X.058' DIST is x 1' FORMED STEEL 1 SELF DRILLING SCREWS 1-1/2'WIN. m Dfl I E OST. I 3/16''RR'EX STEEL RIVETS SELF ORLLLNC SCREWS Z, 1MTXitW W/W!�•HOE OAT %16'.'RIVDC STEEL RIVETS 0 �. A UL11GW W/DOME HEAD F y N REDIFORCEMFNT 48'D.C. Op1/2•X 1-]/4'X ASB'�, 1/4'DM.IAO SCREWS 2BT 1/4'DIA IAD SCREWS FORMED STEELWOOD AT 6 FROM FJA15 OOD BU AT B'FROM ENDSAND 15'O.C.MAILAND 15 0.0.MAK ALUMINUM ADAPTER 0 aRUBBER W'STRIPPINO0-a R 1YSTRIPPINO Q, O F 050 4�N�tl " 1.750--i 1.790—r O o BOTTOM SEAL OPTIONS PRODUCTREVISM OPTION 'A' OPTION 'B' �Cw No�rh lae Floe�� Aaepiuee . ••O( .)Z WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVI7Y SG-0.55 MIN.) OWr+Le4 w. m o THE INSTALLATION RES.IF SHOWN ABOVE SHOWS F 2X8 STP WOOD BUCK ATTACHMENT LATI6 WILL WOOD EOULRED FO IF SIGN r GARAGE: ARE FOLLOWED NO ADDITIONAL CPLCUU710N5/DESIGN FOR O RELUWED FOR DESIGN OF WITH DOW ANCHORAGE o° FOR IED REPLACEMENTROVED APPLICATIONS BUILDING NRN FI ENGINEER OF RECORD,INSTALLATION MAY BE p V VERIFIED IMO APPROVED BY THE BVOOINC OFFlCAL UPON INSPECTION. ANCHOR SPACING ANCHORS SRiUCTURE EMBED SPATJNc EDGEw. R E m u R J a.=SLEEVE BY HKO LONG 1-7 4 B. 2' 3 .a I J B 00NREx Irr EL00 re—ROCK 3-]4 E! 3 J B'oITABOLT BY TOW' CON. 1-18. B•STEEL STRUCTURE By 2-1 2 9/lfi'%1-3/B'. SUPPORT THElIIADS IMPOSEDJ 8 POWER-BOLT BY PO CON. - B' c 0 2E LAG SINEWS BY DOOR SYSTEMJ B SIFEVE-ALL BY SMPSONS CON. 1-1.2 AT 12'0.C, CONCRETE Fe-3000 PSI MIN. AiJ ar "0 GROUT FILLED BLOCK Fm—2000 P9 EON. _ j BOLTS NOT UCK CONNEC770N M MASONRY `' �aPRESSURE TREATED 2%8 STP WOOD JAMBS WHICH OG. BE ANWWED TO- E—DGE DIST. GROUTED TRE47M D WISONRY B1DCX WALL IC CON.COLUMN WITHULM CON BY'ELCO'WRX SPACING OFQINTO GROUT RUM BIDLK WALL,WITH 2-1/4'MIN.EMBED1]'O.C.KID]000 PSI CONWEI[WITH 1-3/4•YIN.EMBED 1-1/4 X 2-1//2'%14 CA2-1/2'EO.EDGE DISTANCE 1-1/2' CONT.STEEL AFXXE °1/4'TAPPER BY'POWE S'WITH SPAONG CReeait'0..PETO CROUP FlL1ID BLACK WAD.-WITH3/1-1 2 YK.EMBED FIAT BRACKETS t]'LONGSIEEl TBAG1'K4 m i T.1J'0..INTO 30M PSI CONCRETE•WITH 1-3/4 MEMBED 1/76'X 2-1/2AT 12'O.C.IN DOOR OPNO. Gk i 23'lNLEDGE OLSfANLE - AT 1B'O.C.ABOVE DOW OPNG. FASTENED TOT210K PlAlESAT 12''0.0.MAXCONNECTED TO COM.ANCIE W 2 1/4-20%5/e'TRUSS XD. 3/B'CONFLE%fiY'EL00'OP SLOTTED 4 lI1G,I 3/8'LDT BY'f IW WITH SPACING OF W/(J)SPOT WELDS AT EACH 510E 5.h' NUf .o r 23'A.0.ORO 3000 P51 CONCRETE,WITH 2-1/2'MDL EMBED 3'MDL EDGE DISTANCE CONTINUOUS MaE TR-K REVERSE TRACK LUNTIN,O� S NMP TRACK ]/8'HLC SLEEVE BY TGLn'WITH SPACING OF.. In WOOD BUCK IOC TO CONCRETE ANO r•v - To*O..INTO GROUT FILLED BLOC(WALL WITH 1-1/4'YOL EMBED.4'YIN.ECCE CST. °- 251/Y WONT. ""'DE7xE 0PSI67ANCENWEIE WifFl 7-1/4'Nd1 EMBTD AND ALM TRe K INCT 1 T ATION ``1111111EffA f gg ' 'P�PARATION OF JAMBS BY OTHERS - _ � �PJ��� da �° TDR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY e I E• ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED - a• - $` B!DOOR SYSTEM. FOR 000R REPLACEMENT IN RE7ROFD BULDKGS WITH NO ENGINEER OF. RECORD.DOOR INSTALLATION MAT BE REVIEWED ANO APPROVED BY { BUILDING OFFICIAL UPON INSPECTION. C•: `'"`•'•f OF f(j: drawing — MAXIMUM ExrER10R+ LOAD PER JAMB. 18.16'X fit PSF)/2-291 Lbs per FL % 02-21 UAXOJUM INTERIOR(-)LOAD PER JAMB (16.18'X 44"/2-2155.5 Lbs Per FL 'ff/fE,���(•• V F FF 1111111 sheat Oaf 5 WINDOW NDGNr OD.L OPG. EXTERIOR L_ -- ___________ _ __________ -J R �°z iP E -�x 14 1/4'lJAX. P ° WOW.NPIGRF 10 S/D- m D.LO. F a C ,1 1 Iv 1 '1 iiii 1 � fill 1 ; n Lj• I(Il. 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