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HomeMy WebLinkAboutNOA RECEIVED NOV12 2019 CON'T'RACTOR COPY Permitting Department , St. Lade Cbm- MIAMI-DADS MIAMI-DARE COUP PRODUCT 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 ACCEPTANCE (NOA) www.mismidade.gov/economy DAB Door Company,Inc. 12195 NW 981 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(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this produc 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.0241 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 ofthe Building Official. This NOA revives 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 I.Chanda,P.E. NOA No.17-1018.12 MIAMFDADE couNn Expiration Date:July 21,2020 �____IAPPROVEDI Approval Date:December 14,2017 Page 1 c 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 09/1012002,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 byj 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 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. 1 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 j prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W1 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 s+�.� 1• C.lea�a-- Ishaq L Chan�da,-P E. Product Control Examiner NOA No.17-101.8.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-1 i l DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted 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 Al-Farooq Corporation,complying with F.B.0 2007 dated 12/19/2008 signed and sealed b Huma oun Farooq,P.E. , ;3n Y Y "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 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 01/11/2017. 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 Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#OS-0228.02" 6. Test Report on Accelerated'Weathering Using Xenon Arc Light Apparatus Test per ASTM Gr155 of"PVC Extrusion Material',prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-AO02,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 1 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. 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, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-081410" 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 15t"l 1-(1r.%1%�6-- Ishaq 1.Chanda,'P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-2 I r 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 Corporation, signed and sealed b Javad Ahmad P.E. � Al-Farooq rp gn y , 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'Cellofoarn 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(51b Edition)and FBC 2017(6th 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. 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 I 7-1/2'X 2-9/4'X 18 'X 2-3/4'X O - -- ----- — ---- OW.3.STEEL CENTER M94G .Y G& PUSH NUT TOP FIXTURE 5-1/E 'gym--- `� STEEL PLATE WITH aN£B/18-is MS W/NUT OPTIONAL DOOR VIEWER -- ® W/(4)114 X 5/8'sus `A TO cEMEaLLED T 1 WNHM DELRON SLEEVE(STD.) (M#14�X 33/44'DSEV DRILLING SCRMS N s 7-1/2'X 3•X.071'GAL.V.STEEL t A SI�tT 3 FOR TOP BRACKET OPTIONS Z m END ROLLER HINGE i 00 1 CENTER STILES O ' W/(B)f14 X 5/8'SMS ! SEE SCH. 'A' (-'A n WITHOUT DELRON SIMS(STD.) WITH DELRON SLEEVE(OPTIONAL) p qu ® 7-1/2'X 2-1/4'X.071' LOCK i QALY.STEEL CENTER HNCE _ m W 4 11X58'SNS /DOOR lit f9 WITH DELRON SLEEVE(0PTj0t7 q— G �` ,`t &13 Lill m t I 1'W X.1 S THE.LATCH.` ``• 7 ____ I g S C a BITER HINGE STANDARD LOCK `� _ I OtotSPftlNG L Fd SLAE.BOL�(�lTl SkOE�SkED 7 e FASTEHI W (4)X74 X 1 Z"S.M.S. _-��-.��-.._...".""�� € 6/8"MMT. ISE CONfOFTMS TO SECTX>N 1008 REGARDING x ' GARAGE DOORS , ___ `,` r i I C3 C93 ®I B7a C Q Of ��yyppgg a �. GBLE�h I0o_PARE SLEEt+E B t .— W/MIN.S TO 1 SAFETY FACtaR: �A _ r3 2-3/4'W X S-5/8`H-X.090'TFFK.' STEEL PLATE. 1-3/8'DEEP ! �RWITH(3) #14 X 3/4' U .� SELF Q Ll.INO SCREWS ` BRACKET BRACKET-`--- �+ STD. LIFT DOOR LOW HEADROOM I a p DOOR OPTION CL TOTAL d of ..._..._._ , E m C:° o DOOR HEIGHT CONS=OF *Q' AT A CH ODORT 7-718•x3-1/8•x.Oto' . LI oPTI0NAL VENTS I o b s�-9' 2 sECQCNs ta•2 SEOifONS 21'- sTEEI PLATE I (3 5•WIDE AT 7'ac.NAx. OPTIONAL FLUSH FACE 8'-9` 1 SEAQOIF 1B' 3 SECTIONS 21" WITH (4)#14 X 3/4'SOS `I D(�0.AREA NDT TO EXCEED 120 S0.IN. ����Ky�H 14TJOD GRAM DESIGN t.�.A c� 0 z C7� 7' 4 SECTIONS 21 - ... ......,.. 16+-2 ....._............_____......_. .........,.,.......____.... d LO q 7-3 - - WOR TESTED IN ACCORDANCE WITH ME RF-0UIREMMS OF FLORIDA I m... CENTER SIE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT r-s• s sEcllDRts fa•- INSIDE ELEVATION eun.DNG('AIX:.TA5-202,TAS-201 k TAS-203 FOR FNd2 AND �� m a o T-9. 4 SWnORS IS't SECDON 21 RAISED PANEL EMBdSSED DddR +amu E18Be-as ASTM Etese-Q9. N O =r W 3 SECTIONS 18.2 SECTIONS 21' OUTSIDE, GENERAL NOT —� 8-3 2 SECTIONS TIB'3 SECTIONS it" HANDLE i �'-- B=6' t SECTION 187 4:dL'RONS 27' END STILE DAB DOORS INC. t,THIS.PRODUCT HAS SEEN DESM.NE'D AND TESTED TO COMPLY WITH THE 8'-9' 9 SECIWt15 2f , HuKIC000 Master Model 824 811 REOD1110 NTS OF THE 2014(WH E011fOfQ/TtT97(BTH E E(tMON)FLORIDA 9 8 SECnQNS 18 - l BLDCO!NO CODE INClUpR70 HIGH VO.00ITY HLk !A ZONE QNHz). _ tt 9'-3' S SECTIONS 18.1 SECIK7N 21' + LOCK BAR GUIDES Max. Sze 16'-2•X 16'-0' High 2.ANCHORS$MALT.BE CORIM!ON RESISTANT;SPACED AS SHOWN ON DETAILS R 9'-8" 4 SECTIONS 18.2 SECTIOa 21' WITH(4)09 4 INSPUED ON X5/8 SMS D STILE With Window (•it8 Option_ �� TCRIAL�PER BE IAC�DRE�NG OR STUB adIEDM�ra BASE g 277'ti . 9'-9' 3 SFTTX)Pb 18.3 SECTION^2f' (i - +`F+-`IT f 2 SECDORRS 10 4 sECTIINS 21' e u T UT X .8W LIX3C 8AR 3.A LOAD DURA i0N INCREASE IS USED IN DESIGN OF ANCHORS TATO WOOD ONLY. 16- t SEUMW 18' S SECI1ONS 2Y ENGAGES IN TRACK DESIGN PRESSURE RATING + ESLD PSF 4.IAS WMWNO BUT Nor LIMITED TO SMEE�ILr/METAL SGitf M TeAT - yy R t -e'8 SECfl6N5 Tt'- ON EACH SIDE OF b00R - ArF.O PSF COLE INTO CONTACT ATTH OTHER DISSIMWt MATd2MS SRLML MEET WE ,y O 0 Ip-9' 6 sEY:QOR15 18't�SFCCTVkT TI° CENTER STILES SCHEDULE A' REDUGtQAENTS OF THE 2014/2017 FLORIDA SLOG.CODE&AOOflED STANDARDS. s$ 11 3 SECTIONS 18'2 SECTIONS 2i' OUTSIDE KEYED LOCK CENTER STILES C7XIFKARRATION B.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 111-51 4 SECTIONS IV 3 SECTIONES 21• QEIIONAL DOOM wow If of CETm STILES FOR A SITE WEaRiC PROJECT,L.,LIFE SAFETY OF THS PRODUCT ADEQUACY 11'-6'3 SMIMNS 18.4 SEL'fdOM 2t' � B'-0'TD 9-m• 2 OF'`TRUCNRE RECEI M THIS PRODUCT AND SEMAG AROUND OPENNO.FOR LOCK BAR LOCKING SHOWN tib WATER MTRAnON RESISTANM M. 11'-9' 2 SECTIONS 1E'B SECTKkiS 21' ALIERI4ATE Ta 9 TO 11'-f0' 2 COhmRT10HS NOT SHOWN @f THIS ORA914V0 ARE 70 BE AfULYIm SEPARATELY, m m a 12' 1 SECTKAS 18.9 SECTIONS 21' ^ SPRIND LOADED SLIDE BOLT I t2-0 TO 13-10' 3 AM TO BE REVIEWED 8Y BUILDING OFFICIA 12'-3. 7 SECTIONS 21',- LOCKS SHOWN ABOVE 8'-0'TO 9'-10" t4-0•TD tS-10' 4 B.tWJUFACRIREWS LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 12'-9 a SECTIONS 18.2 SECTIONS MR AGCOROAIKE WITH SECTION 1702.9.3 OF FLORIDA BUgDMIO CODE. e- tY-9 S SECiWNB 18 3 21' LABELING TO COMPLY WITH SECTION 1709.92 At1 IT'l Iit, -_... iS 4 SECItOR6 10'4�CTWNS 21' ♦std 4�i I � . 15-3° 3 SECTIONS 18•S SECTIONS 21* f�Y� � � ® i14 X 3/4•SELF DRILLING SCitEXS �� ON. 7 1s-s'2 5ECIXNS 18.8 sEDDDNs 2t' aetMlfYJ�E s46 tYe FTeaYt 111 iittt III 4� R TIDY BE LSfD . S:''A}GPli$Ir T 13'-9' 1 SECTION t 7 SECTIONS 21' mgi96rxQ� N LIEU OF#14 X 8/B'S'0.ES ` I •Z,' _ TAIL_..a SECTIONS 21 - Aeeq*u cNs lT-tot Z. ( 70'-0•To,t1_1D_ „__......_. i4'-0•TO 16'-7O' 7 ^ I'V-3' SECWF18•s SECnDNS 2P WOR WIDTHS DOOR YDDTM5 - 31 14- 8 SfCil0td9 18 4 SEI:T06 21 14•-9. 4 SEC11016 18'S skLTI0N5 2f' �"A •• ....... _._ __..... - - . iS' 3 SECnDPiS 18'a SECTIONS 21' ® Q ® +' V :ICA r { :j !i f. •*^ 1 15' 2 SECIIONS 18'7 SECTIONS 21 4'=�L L7 8771 OF 1 draLa+ing n0. IS-S 1 smnoN 16 8 SOMIORS 21• n + O�SDF••�(§�,` V2-21 Is'-9.9 S=ONS 21•- I_ 12'-0'TO I3'-10" 18'-11'TO 16'-2' SOQIy ,Yyi;,A� IV 6 SEMN96 1e• SECIIOlS 21 DOOR WIDTHS' DOOR WIDTHS ' 121 LITH cehCet 1 of 5 -PANEL- -- — �- - -- — N FLAPS BENT OVER PANEL ' q O O - 1/2`PUNCHED Hom 04'ox- i AW X 2-1/4"X 3!4'X 2' GAL.V.STEEL U.SNt PFFOFICiNG TRUSS i a YED TO ERR'ALIIN EIRMEDOTE SIREOF PANEL TRUSSS W�%�M _ 1 W/FOUR 014 X 3/,r SELF'DRILLING S. 01410 Dlsffd Gi Ot F �p++.m N. 7—tot .1,_ -------------- 3/18' ns 3/18'POP RNETS AT . . (6)FOR 21'SALFS - (5)FOR 18'SIRES 2 V c0 U END SALE .024`STL PANEL C O I OUTSIDE OF ai ro f ci iST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION l O;E0�I 0 OF'iIONAL STOP MOUCDIKO O TX>dR INSTALLER S91lR BRASS DOOR VIEWER N o STEEL TRACK BRACKET FASTENED YY 'SCHLAGE SECURITY HARDWARE' To WOOD JANE TVITIT # 14 X S/e'SMS 3/4'X 2'X 2-1/2'X A4O'STEEL INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE 5/16'x 1-5/8'LAG SCREW 6 PER HINGE END STILE,CONNECT 1D PANELS WITH {FULLY THREADED F FLAPSAND [5>OR(6)3/18"ALUM RIVETS POSITIONED AT EYE LEVEL HiX WASHER tfEo TYPE dA 1/2'X 1-3/4'X.058'FORMM STEEL A�oVE ONE PER BRACKET CLUED TO PANEL AIM SECURED To ANCHORS AT TRACTS ARACKE'C: EJ END STILE WITH(4)3/16'POP RIVETS Et SOUTHERN PINE 1-7/8'X 2-5/8'X.049'STEEL 3!e'l71t POWER INTO C 'M(300 0.55 SAk_\ CENTER STU,CLUED ANO RIVETED DISTANCE A) 2'WN. EMBED LIVID CONCRETE(3000 P51 NLN.) TO PANEL W/(4)3/16'RIVETS 3/t 8" 2'MIN.EDGE DISTANCE f? 14 X 5/8'SALS POP RIVETS �a�.'; •�"'f 1-3/18 5L8'Dll (�N�w By GIST 4/ HINGE e�'• a` .�. 8) 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLACK s ? s Sr 2-1/4'MIN, EDGE DISTANCE INTO CONCRETE s 4'MIN.EDGE DISTANCE INTO FILLED BLACK 1-3/18' e CONCRETE f'c®3000 PST MIN. C-90 GROUT FILLED BLOCK fm 2006 PSI MIN._ ozr S 1.9'X 2.10 X 3.3'X.090' ANCHOR TYPE A OR 8 C _ STEEL TRACK!#PACKETS 1 _ -- f (1)PERSH BRACKET 11 II SEE SHEET 3 FDR SPACING SE8 SHEET 3 FOR BRACKET SPACING 7-IG4I.V."INTMORSIDE ENO-IROlER HINGE ? SS BOLT - :.I3 •$ '6 STEEL TRICK CENTER HINGE . 14 GA.X 2-1/8'X I-(STMiClInAR/) 1.82'Dtk X.30'^STEEL ROLLffLS(SM.. Cil X 3-11 x f-1/2"(OFRfONAI.} 7/8 PUSHNUT 1.82'OLA.X.50'NYLON ROLLERS OPTIONAL) i'°;I _- 12 s= -�„{�•. �• drmving nom ! FASTElEO tG TRACK PiAT15 ;68;1 ID oN ROLLER SHAFT 2.75•DIA.x.SO'STEEL ROLLERS O�P�DO�tJAL)t yp 02-21 W/ 1//4-20 X MYS'TRUSS MD. 2.75'DVA.X.5d'NYLON ROLLERS �Og[[ONN.) STRIVED M5.&LOCK NUT SECTION B-a WITH 5•STEM A t F ttttt eheef 2oi $ (i ------ 'RIVETS 5/18•X 1-5/8'LAG SCREWS WOOD OR - ----- -- HORIZ.TRACK SUPPM. '-'/2 FOR'DDOOR FOR POP 8 M-- — --- 2' z-3!+•x s-t/z•x 3'x.t0a• 5/16•SLEEVE ANCHORS CENTER SUPPORT RECD.ON DOORS WITHOUT INSULATION OR WINDOWS. N MGUE CALV.STEEL WITH 1-i/4•EMM 31PNTD ER 8frr 1Of( Dlt&i BA M HE]G FOR DOOR F�EX7}M ABOVE 8 FT.OR N ROLLER BRACKET ON EACH SIDE _ I I -i. DOORS WITH LNSULATFON OR WINDOWS FASTENED W/(6)/14 X 3/8°S.M.S. Z SPOT WELDED TO HORR.TRACK 14 GA.GALL.STEEL ADJUSTABLE 2-1/2-X 4-1/4•X 13 OA.STEEL PLATES WITH TWO WELDS AT I-1/2'APART Q SLIDE FASTENED TO BRACKET' A«„� FIRST AT 3'O.C.,REST AT B°O.C. W/5/16-18 X 3/4`HEX HEAD W��TO 1-1/2'X 1-1/2°% 14 C/O ANGLE -- COFWECTED TO FtA6 BR/CKET MOLE M.SCREWS&NUTS fASUETLEO 70 TRACK - W/3/8-te X 3/4'BOLT S NUT WITH(4) 1/4-20 SS. 80LT R NUTS H0182.TRACK LENGTH OPENING Hi1giT PLUS 12' ANO TD SPRING SHAFT CANOE WDN Q R TOP t#tACKEi - - (2) 1/4-20 X 5/8'BW.T✓}NUT 6 tp'LL y (STANDARD) TOP(BRACKET • AL LOW HFAOZ DOOR $ F HORIZONTAL REINFORCEMENT 14 GA DALY.STEEL TRACK a 1/2•X 1-3/4•X AS8'FORKED STEEL VERfiM TRACK VFRRCAL 51%ES WITH FASTENED TO 2-t/B'X t`X.080° �$ VE ICil POP RIVETS 2-X 5-t/z'x.Cos SECTION A—A FASTENED W�(4) 14%5/8'S� {[, _ TDP HEADROOM BRACKET Fi1R •SECTION HEIGHTS BRACKET PLACEUEKM 3 LOW HEADROOM DOOR OPTION - DOOR Cf 1/2'2XN1 3%4"`X 4W FORMED STEEL HEIGHi IST ZND 3RD 4TH 5TH B1 B2 B3 B4 as 06 87 BS d GLUED TO PANEL AND FASTENED 70 W-0' lB•18' 18'TB'N A i'TO 2`tt-3/4 23" 34' 45' 58° ! 87" - (21.2))TIL 3C/Ale S WITH POP WETS 8'-8' 21'18' 18'I21'N/A 1'TO 2'11-3 4" 23' 34" 45' S8• 67• - N :FI 21'21" 21.2t"N/A 1'TO 2-11-3/4 23' 34' 45° 56" I 67• - e 5/16°MEETING RIB - T-5' 78.1a' 18'la'18"1•TO 2"11-3 4 23• 34- 47 58° Y 67• 78-1 4 - PLASTIC/STEEL RGLLERS -- t� - I a•-O• z1•rB° ie•19•z1°1°TO z'1i3+` 2s• 34• 45' s8" BY 7a-1/4• -- +� W/. DER X SO' �^ i A-SECTIONS ARE NUHMERED STARTING AT THE BOTTOM 00 - ® W/.44 DIA%4-1/4'STEIN x s ? FOR DOORS MORE THAN 8 FT. KOH.USE ADDITIONAL TRACK BRA KETS AT 10°O.C. c o 0Pi10NAL INSULA11ONS: $ 1.9'X 2.18•X 3.3'X.090• �tODUCtN{tt'08atA V HY'OW icy' x!ie LC' STEEL TRACK BRACKETS =."s ce$ w'HY fIc FTaet6 ar ISO-25 POLY-4SOCYYANURATE 7 n 2-s/16•FfiCH Luc" umftl !O! . Z E a0 c DENSITY.2.0 PCF m (�NNECTED i0 TRACK WITH m sa N.O.A.116-1108.04 ' }1/4`DOLTS&NUTS. � ma...5� U�s Br+ ncr�+u�RTtr AatrTtNtw' 8 Z DENSITY- 10.03 PCF N.OA diS-1203.04OR en m ffi ffi'Ntl- eu m ��_ DENSISY 0.92 PCF N.O.A./173221.06 ,� I ® ROLLER HGk�Dt6ESSFASTF.NED W/(6)I{ 14 X 5/8°SUS @ - IM.024WING'ROLL FORMED STEEL.PANEL ip MN 11El,D SiRRNCiH4m 0 2 39 KSf W".rsIM PAINTED OP�� TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL, a ib YLOCAL LlFT STANDARD LIFE LOW d ADR HIGH IF? �� �`s DOUBLE TRACK 12 GA.GALv STEM AVAILAME TRACK OPTIONS y1 It 1 I+A BOTTOM BRACKET FASTE14ED \`yP9pjp / W/(4)} 14 X 3/6•SMS O BOTTOM SEAL OPTIONS . SEE SHEET 5 - drawing $FCT7()N A-A no. 02-21 SEE SHEET 2 FOR LOCATION ' A IQ i OF REINFORCLNG TRUSSES r r Itt I sheet 30f 5 ------ FtdHf°!ZC£MEH`- - — V- � - -------------I N -- --- -- -------------- - -1/ORM D 1 4`X-.03E`---- DISf. SELF DRUM SCREWS alert !1Y N tI/2* �e X 1` `Y I S/1B-'PoVEX'STEEL RIVETS OOR IXiRLING SCREWSnnn MULMGRP W/DOME HEAD 3/16''(WEX'STEEL RIVETSAT 48'OC. MULTIGPoP N/DOME HEAD I AT48'O.C.RF.tt7fORCE1�1EtiT p 1/2'Xt QE/ STEEL y2BY /4•Dtk LAC SCREWSSCREWS 2BYaT 6'FROM ENDS WOODT 8'FROM ENDS WOODNO 15'O,C.MAX. AND 16'O.C.MAIL Q�t yj� W STR ALUUMINUM Q P R G`O1l r Q RUBBER W STE6P7iNfi $ RUBBER W'STWPP9IG .D50 .040 �Z� • —.•..� ; .534 .760 dzo rT 1.750�� 1.790 o BOTTOM SEAL OPTIONS fMLOULCNBVIBl9 OPTK}PI_'A' OPTION 'B' Via ~ eweN..aTta 01 L)2 WOOD BUCK CONNECTION TO WOOD SU@STRAP(WOOD SPECIFIC GRAVITY SG-0.55 ADN.) UCO a TOEWOODODSTSTRCUOCNTURESS,IF TEMOS H ESE METHODS ABOVE SHOWS FOLOWED�tOAWm�ACALCt1�LA170NS/DES(ON �. �•� � ���W WILL BE REWIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE I�t VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACINO ANCHORS I STRUCTURE I EMBED I SPACING 10M DIST. ' As 3 B NLC SLEEVE BY H@. ONC 1-1 318-ODNflEX t3Y ELCO OqC 3-3 4 Eo h 3 DYNA80LT BY ONO. 1-1^2 2-1 2 STEEL STRUCTURE BY OTHERS Z 3 POWQt-BOLT BY CONG 5/18X MUMTHE LOADS IMPOSED BY DOOR SYSTIDJ 3 B'SLEEVE-NJ.t3f__wmNSl CONC. 1-1 2 oO AT 12'O.C. CONCRETE re-3000 PSI MIN. WITH WAOP.BOLTS SHER MR WASHER GROUT FILLED BLOCK I'm-2006 P9 MN. WOOD BUCK CONNECTION TO MASONRY y•` AT Ir O.G.MAX. EDM 0E DM Wi PRESSURE TREATED 2X6 SYP WOOD JAMBS WK04 SHALL BE ANCHORED TO 'P-1 :. _ OROULED REINFORCED MASONRY BLOCK WALL OR ONO.COLUMN WITH/4'ULTRACON BY'0.00'WITH SPACNG OFf2'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-///4•MIN.EMBED13'O.C. INTO 3000 PSI CONCRETE;WITH 1-3/4'MIN.EMBED 1-t/4'X 2-1 2'X 14 GA. 2-1/2'MIN.EDGE DISTANCE t-t/2' COtfi.STEEL A 1-1/2' c Q 1/4-TAPPER BY T'OIWERS'WITH SPACING OF 12 at GALV.STEEL _ _ 11'O.C.INTO GROUP RLLED BLOCK W LL.WITH 1-1 MLN.EMBED / 13'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/A'MEN.EMBED 1/18'X 2-1/2 AT it O.C�.�INN DOOR OPNO. GNV STEEL,WCK b 3'MIN.EDGE DISTANCE FILLET�S AT 18'O.C.ABOVE DOOR OPNM F TO TRACK PLATES 3/8'CONFLEX BY'0.00'OR AT 12'0.0.MAX. ONNEOED TO CONT.ANGLE W 2 1 4-2,MOJ TRUSS HD. � 3/e`LDT BY ffW WTIH SPACING OF W/(3)SPOT WELDS AT EACH SIDE S �S 4N I CCK NUT 23.O.C.INTO 30001 PSI CONCRETE,WITH 2-1/2"MUM.EMBED 3'MIN.EDGE DISTANCE CbUn c ump K% Rn�- TK+.i'K AND A TO CNLUHk CREiE ANO 3/8'HMSLEEVE BY'KLR'WITH SPACING OF t0 WOOD RIN=K SQ1• Fil i FT] K 10'O.C.NM GROUT FILLED BLACK WALL WITH 1-7//4-MWBED .EM .4'MIN. EDGE DIST. 06 IV O.C.INTO 30PSI CONCRETE.WITH 1-Ile MLN.EMBED AND ALTERNATE TRACK.INSTALLATION �AA1t1 ttj,t 1-7/2'MIL MOE DISTANCE ' g •```�P�•�yCENSF PREPARATION OF IAMRS 8Y OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ZI ~ . ADE WACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED ' 1S BY DOR SYSTEM. FOR DOOR REPLACEMENT W RETROFIT BUILDINGS WITH NO ENGINEER QF •* � % RECORD.DOR INSTALLATION MAY Be RENEWED AND APPROVED BY C L f, �. . BUILDING OFFICIO.UPON INSPECTION. OF J drawing r1no. MINIMUM EMMW+)LOAD PER JAMB- (16.18'X 62�/2-29t LM Pm'FL ��,,;ptY ,� 02-21 MAXTHtW wiERICK-) LOAD PER.IAMS-(15.18�X 44 PSF)/2- 355.5 Les pa PL j �t 11 d sheat 4aF _...._.—.... .25o —- ru -- -- - *.PLASTIC COMPLIES WITH 11. DOOR PANEL CHAPTER 26 OF FBC A N 24 GA.(.024)Sl m MIN. SEE EVIDENCE PAGE Z o 1.725 F�t q 11.44 ,.[1-1100 �� v 7/16'DA WASHER ^� E\ ; O 3/8f FROM ENDS 2tAbVC4• X00 QgQg aw WIDTH v 1 !!i I AND D.C.ac.atAx iEXTERIOR FRAM * INTERIOR FRAME FWD PVC OINX PIECE INJECIMN IRIGID PVC ONE PIECE iNJECIION Q�`} (4)#a X 3/4•SMS MAX. 9 1-31W FROM ENDS \ D.LO._ T Z AND 6-1/27 O.C.MAX. w n o jij. 1 o 114, 1 i... .175 X.062 DEEP U4.1� a jIi! 1 GROOVEWi .. 1111 ii•I!IjI:I!1 .�� 1/4'POLYLAR60NAlEXAf SAMC INNOVATIVE PLASDCS RY � C7 K 1111 p L !SG ` Wi 6ED El. 1 1 N =t II�1 ED ED li .176 X.052 DEEP ED' - I !i!s } �I (4) 8 X 3/4•Stns INSIDE ELEVi4TI0N _ $ RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS +►KODOCPsIBv � ° Ilii ® 1-3/a7 FROM ENDS 7: 1 1 . awgp`syll tYe iloalfa ib$,&$ !!! ' AND 6-,/z7 o.G,MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION �aaC�ea �,,'V, I ( 1 t ill I X 3/47 SMS �+- Gq.f,� ? [ *a fRN%1 ENDS 175 X.062 DEEP � o; AND 4-,/a'ac. GROOVE— '�'T� d�G �m g#s .�. 1 /a X 3/47 SMS i 7/16'DA WASHER DOOR PANEL R�� 'i''�',�.?(r .. :..-..•.:-- = :y''1'— $ � $ �J S 24 OA(.024)STEEL WN. EXTERIOR .., . s. .,:y!) - . ODOR PANEL 15/16'YIN. D.L.OPG. '` , CF draining rw. 24 GA.(.024)HEEL WN. ciAaNc eNrE �, „° v�'�,t l ,• 42-21 i WINDOW wom ,, JgAtgt�P•`` 1J 1 111� sheet 5 of 5 .J