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HomeMy WebLinkAboutNotice of Acceptance Mar 08 21,09:37p p.3 VC, MIAMI-DADS M[AMI-DARE COUNTY.' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474; BOARD AND CODE ADUMSTR4TION DMSION T(786)315.2590 F(786)315 25991 NOTICE OF ACCEPTANCE(NOA) www.miamidade.Qov/cconomv DAB Door Company,Ine. 12195 NW 9811 Avenue Hialeah Gardens,FL 33018 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.T'he 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.,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09110/2002,with revision L dated 10/03/2017,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 renewal 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 bas 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.Nfiisuse 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 maybe 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 renews NOA#17-1018.12 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 Carlos M.Utrera,P.E. NOA No.20-0107.06 M�nM Expiration Date:July 21,2025 �dane[otnvn Approval Date:March 5,2020 JG '�! Page,1 I Mar 08 21,09:37p p.4 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1: Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA#17-1018.12" 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"l through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS"Submitted under NOA#11-041412" 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.FIETI-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-II-TI00,dated 01121/2011. 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.IIETI 03-1328,dated 0711512D03,signed and sealed by Rafael E.Droz-Sella,P.E. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI03-1329,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.HET103-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 0 911 711 99 8,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. iso2� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date:July 21,2625 Approval Date:March 5,2020 E-1 Mar 08 21,09:38p p•5 I i I I DAB Door Comuauy,Inc. i I NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED I ' I I I 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 0410T2011,signed and sealed by Javad Ahmad,P.E. 3. Anchor verification calculations prepared by Al-1~arooq 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 ASSURAXCE, 1. Miami-Dade Department of Regulatory and Economic Resources(RER) I 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 0 711 7/20 1 8. 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 1 III 0/2011 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 11/16/2011 and expiring on 01/11,2017. 5. Notice of Acceptance No.10-1129.04,issued to Cellofoatn North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Subiniited under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/2712004,signed and sealed by Rafael E. Droz-Seda,P.B. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-7251,dated I lf29/2004 signed and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Bum Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, ReportlNo.04-761-15019.0,dated 05106/2004,signed and sealed by 1.L.Doldan, P.E. F. STATEMENTS "Submitted imiter NOA#14-0814.10" 1. Statement letter of code conformance to the 5'edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. I i / I I Carlos M.Utrera,P.E. { Product Control Examiner + VOA No.20-0107.06 Expiration Date:July 21,2025 Approval Date:March 5,2020 E-2 i j I Mar 08 21,09:38p p 6 I DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New evidence submitted. A. DRAWINGS "Submitted under NOA#17-1018.12" 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door", dated 09AW2002,with revision L dated 10/0312017,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. CALCULATIONS L 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 Ins-ul£oam 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 02/2412021. 4. Notice of Acceptance No. 15-0915.09,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07i 17/201 S. E. STATEMENTS 1. Statement letter of code conformance to the 6ei edition(2017)FBC,prepared by Al Farooq Corporation, dated 12/23/2019, signed and sealed by Javad Ahmad,P.E. F. OTHER 1. This NOA renews NOA#17-1018.12. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date:July 21,2025 Approval Date:March 5,2020 E-3 7-1/2"x 2-1/4-X lei CY4 ----—- ----—-- - PUSH NOT - - - -- --- - - ------ t:A4V.STEEL CENTER HINGE �'O-- TOP FTXIUNE 5-7/')'x 2-3/4'X D.1' - W/(4)�I4%b 8 SLIS i ��� STEEL PLATE WRt4.ONE b/19-18 US W/NUT OPTIONAL DOOR VIEWER �{�� o TO BE INSTALLED AT 0 / r PLATE TO ENP STILE WITH 1't WTl}iOIR DELRON SLEEVE(STD.) / (6)#14 X S/4'SELF DRRLNG SCREWS ANY CENTER SOIE 1 , K 3'X.071'GALV.STEEL I D, 1 SEE SHEEP 3 FOR TOP BRACKET OPTIONS o / PRODUCT RENEWED IZ o m E111 ROVER'SUSNOE O O I CENTER STILES as camel to with the 0.11ea p w/(G)lT4 x s/a sLs I SEE sclTI ES 'N lln9 01 � $ WITHOUT DELRON SLEEVE(SM.) / O WITH OEIRON SLEEVE(OPTIONAL p -1/4'%.071' \' EtrI'.,-Ion D.i.07(211I GALV.STEEL CENTERp HINGE WCK ♦ Q ® WI(+)914 X SLEEVE SOS WITH DELRON SHELVE OP O III I�ILT —II(�I'III`` Mlam a ea Pmduct Control d"D O (7� III Qr1m.'. 7'W%.IS THK.LATCH`. ¢CENTER HINGE k Lax ��� IIjII'��I�II II E,\ DPDm SUDS tsOtT(BOTH SIDES) III._.--�11I ® ® .' L11 D W/(4)114 X 1/2-S.W.S. \ IIILL`L"_— III ��"""�� qq-.5/8' s-u MIN.LOCK FNGAGEMFNI CONFORMS TO SECTION 1008 REGARDING � I� g' s lCARAGF.11fx1R5 B 1 177 I58 CIA GALV.AfpCRAPt W�ANBILNE 5 TOICO-PfiE55 SLFi\I '1 r \\ / SAfLTY 7-3/4'W X 5�5/R`H x.090'Tt1K STEEL PLATE WfTH(3)!14 X 3%4 .`I SELF DRIWNC SCREWS �' '. _i BRACKET EHL4CKET SO. LIFT DOOR LOW HFI�DROOM i iv n T9TAL/of DOOR OPTION - _-- n t q M MI CONSISTS OF [ACH DOOR 7-7/8`X 3-1/8-x.01O' 1 r OPNONW.YFl(TS= -� I V 00 a 9 ' 6'-6' 2 SECTIONS S'a SOcnoNs 2t' STEEL PLATE OPTIONAL FLUSH FACE 1 SECTION 18' 3 SF3:110t6 27" WITH 4 (S 5'Tf1IlE AT 7'Q.G.WAX. L 7' 4 SECTIONS 21'- ()!14 X 5/i'sus Of�NG.AREA NOT TO EXCEED 120 SO.W. WX EAR WIDE Sv0a0.GRAIN oFstcN L..,.A o 0 0 _ 5 SECTIOMS 18z DOOR TFSLED Ifi ACCCR04NCE NRN THE REOUIREIIENTS OF FI ORIDA 01 d$ 7'-6' CENTER STILE THIS PRODUCT IS RATED FOR LARGE µ{SSILE I1fPACT INSIDE, ELEVATION 8UIDW CQDF,TAS-202,TAS-2OI a:W-203 FOR HO¢AND V p 7'..0' t SCCDOIG 10'1 SECTION 21' a 3 coons 1b'2 sEcnons 1t- OUTSIDE RAISED PANEL EMBOSSED DOOR ASTM E1aee-OVASIM E1998-09. H =F a'-3' 2 SECTIONS III-3 scnoNS 2t' KINDLE CENERAI NQTES •_� a'-9, I.SECIIOH IS* 4 SECTIONS 21* 1.T-14 PRODUCT HIS SEEN DESIGNED AND TESTED TO cOMPLi'WITH THE END.STEEP DAD DOORS INC. a-9 5 SECTIONS 2l'- REWOLEffERIS OF THE 2014(STH EDMQH)/2017(MH EDITION)FLORIN B A SECTIONS 21,- NUrricnno IEOsteT�Model 824/811 MID=COOS INCLUDING IIIOII VTLOCEN HURRICANE 20NE(IN}flj, 9 SEC11at5 111-1 SECTION 21' IDCK RRft GU DES M.X.Site TB'-2,'X 16'-U' H1917 2.AVGLORS SWil BE CORROSION ftE951AITt.SPACED AS SHUWN ON DEWLS WSTAl1LD ON END STILL 4 SEMIONS 19'2 SECTIONS 11" W'Ith Window Lite Option AND INSTALLED PER 1DNLFS QSIRUCIIONS•SPECIFIED EMSEDI TO 645E H a ' 7 SECTIONS 19'J SECTIONS 21' WITH(4)#14 X 5/8'SMS MATERIAL SKILL BE RETONO WALL DRESSING OR STUCCO. In W w D 10' 2 SECDDNLS 16'4 SECTIONS 21' 78T X.SW LOOK BAR M A LOAD DURATION INCRDLSE IS USED IN OF ANCHORS INTO WOOD ONLY. c � 4 ' fO-3' 1 10" 0 SEUDONS 71' to ' -EHGAGFS IN TRACK DESIGN PRESSURE RATING = + 38.0 PI ` 3fc TIONS 21,- ON EACH SIDE OF DOOR - 44,0 PSF 4•COME iS WGUOMG OAF NOT UNITED TO STEEI/MCTAL SCREWS,71WT CONE U/10 CONTACT MIN OTHER DlSSOttAR IdAlE18ALs SHILL WM7 THE In'-4-5 S&TrAs 17 1 SECTION 3v CENTER SKIES SCHEDULE'A' REQUIROILTNS OF THE 2014/2017 ROfW DLDO,CODC h ADOPTED STANOARDA �( CUTSID KEYED LOCK 3 3 4 11' S 5LLTIa15 IS'2 FraTU w � CFMER STILLS cONMURAIION S.THIS PRODUCP APPROVAL IS GENERC AND DOES NOT PROAOE INFOAINnDN tt 1 SECTIONS 19' aC O 2t- QPi1DNAL 14DRIS !OF'CUM STILES FUN A STIE 5PCC2IC PROJECT.I.c llNl;59FF'IY OF THLS PRTIOUCT,ADCCLACY 11'-6'S SECTIONS 10'4 S 5 11' ® OF STRUCTURE RECFNyiO THIS PRODUCE'AND BEALNO'AROUND OPtHDN FOR 11-9'2 SEL'IIONJ la 5 SECTIONS 21- -� LOCK LVR LOCKLNC SHOWN I,e 11 J 8'-0'TO 9'-t0' 7 WATER WIILTRAT{ON RCF+TANC[II0. . u ALTERNATE TO IO%_T TO 11'-l0' 2 CONOIIIOUS NOT SHOAT!IN THIS DRAW Ra ARE TO BE ANA{Y20 SEPAPATELY. � s 12' 1 SEcr Ns le'a SECT14Ns 21' - SPR1N0 LAAOW SLIDE DOLT ° 12-3-7 SFCININS 2i'- LOCKS SHOWN ABOVE 11'-0'TO 13'-10' 1 AND TO FIE REVIEWED BY BULDBE LOCATED 5 a 11•-S'6 S 0NS 18-2 SECOaHS 21' 8'-0'TO 9'-In 14'-0^'TO iS'-10' 4 fi.tUViUFALTUPER'S 14RF1 SF1A11 DE LOCATED 44 A READILY VISIBLE IOCAfIOH c _r SE S 19'a sFGm 5 21' DOOR WIDTHS 15-IF TO 16'-2' 5 IN ACCOROANCE WOH SECTION 1709.9.3(IfFLOMDA OULDIH9 COOL LABELING TO COMPLY WHH SECTION 1709.9.2, 111111LIl/r O 11' 4 SECTIONS 10'4 SECTIONS 21' l\0 b -13-W 3 sfm.NS IS.9 acTams.1r-- - - 13'-a'2 SPLDDNS 16'a skMONS 2t 17tODVLf 11>EYI7.1Fy ® I ® ® /14%3/4'8E1F DRiWHO SCRQYS 13'-21 1 SECTION 16' 7 SECTIONS11- pp'/ptAlejyrit9lk?YFYf3 Y 8E USED wwt4t¢.a" a LIEU of n4 x s/s'sus 14 a 0 5 T- 1 IDI '( Ace+yful:Na Z^ ID'-O'TO It'-10'. 1•E'-O"TO is'-10' 14-3 ECDOIfs Iff 1 SEC71ONS.21 ILte r Ill _ 7 • - a �' ��teN+t Daoa WIDTHS ODOR WIDENS y �' 14'-6' 14-9 4 SECTIONS 18'S SECTIONS 21' _ 1•u, _ _ -�D•, a IS J SECTIONS ta'B,SECTIONS 21' P[Orxt Ate! +�1I r••' A,I jr%,; J/L� .15'-3"2 SECTIONS 18"7 SRTO S 21' ._ _ T.:':: `. 'A�• L OF Wti: ` wing no. .STA dfa 15'-6' I ifcraN 10- a S&HuNs 21' �DRLDF:` s' ..., c� 02-21 Q T515, O 5Tenons Ri_- l2'-O'TD.13'-10' 15'-ll"TO 16'-2' 00 i6' a SECTIONS la'4 SECTIONS 21' DO N MISII DOOR WIPfHS rlll lL llllL OABEt .of $ N 00 O -- —_ -- 24 CA SIT aL FAXEL - -- - -- - -- -- - --4 Cq 0- - Z 1 g FLAPS BENT OVER PANEL °+ PRODUCT RENEWED 0 0`o J ee acmPlylns with the Florida 149 1/27 PUNCHW HOLES I 11014ins Cade 0 4'O.C. k 1 HOA-Ne. 20-0107.06 o yJ Exylratian eaw2'I/2025 0 j lam. a, i BY ��1 C$C 1 NIAMI-n a P u.t C...t.el Q o a x DOS•X 2-1/4-.X'3/4•%-CI 04 12 43 ' CALV.SIElT.V1StH R7NFT41CW6 TRUSS a BOTTOM OF PANEL TRUSS FASTENED TO 1 t,Ci VE1tRCAL INiERNEME STLES Y1/1W0, 1 Q u 6 j14 x 5/6'S.M.S.AND TO END SERE r - Ear /Ytp . S a w Y� /PDVR 1.14 X d/4'S11F DRILIJNC S. IJNti yam, 14 p Q 3/16"POP RIVETS 1 4f1W bred cl Foap�t C p AT 4.O.G. I�� - (6)FOR 21•SRLfis (5)'FOR 16-SI1LFl eY O, END STILE -_024'STL PANEL c M OU 91DE OF D az 8 Em 1ST SECTION (BOTTOM) �ITFRMFDIA 5 CTION TOP SECTION O1-2 R 43 OPTIONAL SLOP MOULDING �� d BY DOOR INSTALLER SOLID BRASS DOOR VIEWER STEEL TRACK BRACKET FASTENED DY'SCHLAGE SECURITY HARDWARE, 70 W000 JA316 WR}I 14 x O/A-S)AS 7/4'X 2•x 2-1/2-X.049•STEEL 5/16°x 1-5/B'UG SCREW 8 PER HINGF END STILE,MNNFLT TO PANFIS KITH INSTa1LFD IN 9/IO D HOLES EV CENTER SRIfi (FULLY'IHREPDED) /LAPS AND%OR(9)3/16"ALUM RRIM POSITIONED AT EYE LEVEL HEX WASHFR HEAD TIDE A 1/2•X 1-3/4-X.M'FORMED 51EEL SEE DETAIL E ONE PER BRALkET 6TU6D 10 PANEL AND SECURED TO 6 _ ENO STILE WITH(4)S/16•POP FHMS ANCHORS AT TAA(:[C ARAC[Q�"C: SOUIHERfi PINE 1-7 8'X 2-5/8'X.049•STEEL EDGE �, 1/.�DIa POW'FR-eOLT aY'POWERS` '^"' - 0RN I - •°•a STILE,/6'GLU X AND 781ETED AI 2'WN.WEIED INFO CCNCREIE(3DO9 PSI-MIN.) o €F R TO PANEL W/(4)3/16'RNETS O/1 B. fMTANCT , 9'uRl.F.[x li gRANCERNEfs1-3/)6 3J' i;x 6/e•s 1a.s. ' D) 1-•1/4'MIN.ENDED INTO CONCRETE OR FILLED BJOCK 2-1/4'MIN EDGE DISTANCE INTO CONCRETE 1-3/16' 1! 4'14IN.EDGE DISTANCE DV[O FlLLm BLOCK •r J.f1 IL CONCRETE('c=3000 PSI fdM. 0-90 GROUP FILLED BLOCK 6r -2000 PSI MIN- ANCHOR TYPE A OR B 1,9'k 2.19X3.3°X-090' -- SfHEI T3 FO SPACING r 1 t (1)PER BRACKET E Ill Iflf . SEE SHEEP 3 FOR SPACING .- [_— SEE SHEET 3 FOR ORACHET TALYNO 111 /i -- — JP21 21L��, 4 "INTERIOR7-1/2 X.071 1/4-20 SS DOLT "S)D[SIFEL TRAC. END ROLLER HINGE CENTER HINOE _ 14 G4 X 2-1/8'X 1'(SUNDAA.0) 1.82'DIA X.50'STEEL ROLLERS(STD..) �'.�. (;`.'i -i: 1'. 7 CP •'��� dfawin9 f10. 12 GA.X 3-5/.16'X 1-1/2'T( TIOW) 7 8•PUSHNUE 1.62•Dw X.SD•NriUN HOLLERS OPTIONAL L tAs1EN31 TO TRACK PlATFS / (( )) INSTALLED ON ROLLER%AFT 2.75'Du.X.s0•STEEL ROLIF1i5{OPnoMAL) ,S •. �� Q2-21 Q. W/114-20 1L 5/8•TRUSS I ID, 2.75.OE4.X.50'NYLON ROLLIItS((OPIION/NJ.J) �A�/aM AA � $LOTTED V.S.&LOCK NUT 6FCTION R-R Y�5•'STEM rTl,j 111 A` aheel2Df 5 C7 0) C) N OO O OJ 1 POP RNETJ 1-f/$'X 1 2'x 1/s'HORS.ANQE 9/I6'X 1-9/8'!AO SCREWS INTO WOOD OR HORR.TRACK SUPPOKf, FOR R HP10Hp3 UPTO 8 FT. V 3 S X.1114' 6/16'SLEEVE PRCUORS CENTER SUPPORT READ.ON ODORS WITH 11fsU om OR W0om. N O ,�sTTa WITH 1-t/4'DdBE0 WIO MASONRY EXPEEDINO B FT,Y4 HEIGHF- 2'X 21 %1 IIDroi A401E 70P ROLLER 8R4CKL'T ON F.V2L S10-F 3 PIES DRACRET I A-� FOR ODOR FfrJ AITOVE B FT,OR _ c Q. _ FASTENED W/(0) ti X S/B•SM.s. 11 1 wONs NRFi INSULATION OR WINDOWS SPOT WELLED TO NOR¢.TRACK �' 14 GA GALV.STEEL ADJUSTAKIZ 2-1/z•x 4-1/a'x 13 GA STEEL f LM11Es -- — WITH TWO WEDS AT 1-1(2•APART AIDE FAMENEC TO 6NA,CKET A„•,,,J /MAST A7 3'O.G,REST AT 9'O,C. M W/5/76-18 X 3/4'NIX'HFAO WELDm TO t-1%z'x 1-i/2'X 14 CA.NtGLE - mNNECTED TO ITAO DRACKET N+OLt Q R 1' N.SCREWS a NIBS. FASTENED TO TRACK -- W/3/8-16 X 31/4•�BW-7 VNIH(4)1/4-20 SA BOL7&NUT$ -- HORI2.TRMN LENGTH m OPFI2WG NBCIfT PLUS 12' _. ..� AND 10 SPRING 5W 1 GUIDE Y6IH 0 �~•• TOp BRACKET (2) .1-20 X 6/8'BOLT h NUT IL y1�1 -s !(STANDARD) TOP((8MCKEY MALIL t7 t Low HFADROoM DOOR 0 Cp n o1 ggHORIZONTAL RF31tFORCF3lEF11 14 C.A.CALV.SfEEt TRACK d og� 1-3/4•x.058-FORNEp UMVERTICAL TRACK 0 ff O V GLLTD 70 PANEL AND FASTENED 70 2-1 8,X f'x.UEV 0-a h VERTICAL STILES WILT SECTION A-A (2)3/re•POP R6'FTST 2•X O-I/2-i.104' Q FASTENED W (4) 14 K 9%8 NMI (L=eN 40P ALRDc.B1OM O FOR •SECICH KEJGHTS ARAtKET P1ACETLETTIS 61 - HORIZONTAL REINFORCEMENT LOU Ni'ADRot:N DOOR OP1x1N DOOR ill.� 1/2'k 1-3/4'X.OSR-FORMED STEEL HEIGHT 1ST 2N0 3R0 TH 5TH 81 1 B2 1 S3 84 DS 1 BB B7 B8 CLUED TO PAHEL AND fASICNTD TO 8•-0' 1B'18' 18'18'N A 1"TO T E I-J 4 13' .14' .18 66' 67' •' VER ICAL 6TRf3 WDIt 6'-6' 21'1S't8' 1'NIA l'N 2'I1-J/4 23' 34' 46' 34" 1• (2)3/iOI PCP RIVETS _ . HEELING RIB 7'-D' 21'21"2l'21'N/A 1"TO 2"tt-3/4' 23' 3a' 45' se' 67' ., PtASRC_TF21 ROLLERS 7'-6' 18't8'18"78' 1I t'TO 2'1t-3/4' 23' 34' i5' sfi' 67' 78-1/4' /5 .� 8'-0' 21'18' 18'fe'21'I. TO 2'St=.f/4' 23' 3a' 45' 56' 67' 78-t/a' .. r 1,82"PA%.50' ® W/.44 DIA.X 4-1/4'STEM --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM oq y FOR DOORS HONE THAN 8 FT.WCH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. tiE0lwc(ReVfae6 c OPTIONAL INSULATIONS: $ m O 1.0•x 2.19,x 3.3•x.0sn• ma P4I*9*gry14FIorY� er'or PLACT PRO0tim Ur, STEEL TRACK 6fV,CKETTS b*&g c"k 0 e 150-25 Foa-TSOCYAHJRATE 2-3/10,fl H AfLt2luee Nc 17-/s'2/ 7- qq pEp m c DE7151TY••2.0 PCF m CONNECTED TO TRACK WTIH F;fyLnyM•htc T) v i �- NRO.X/1fi-1108.04 4) 1/V DOLTS A KU15. �SLa - -nY•CEL DECAM NORTH AMERICA' m M l.rt.Ms� pOp 2 DENSITY.1.0.1 PCF On11Y y p N n flDA 115-1203,04 BY'INsUUEQA4 I t ` N O r Z DENSITY ft92 PCF _ N.DA/17-0221.06 14 C.A.C>LV.STEEL ROLLER FUNCES FA6T€71m a e T _ W/(6)( f4 X 5/8 Slf4 _ m n8U }JIN.,024'ROLL FORAfEO STEEL.FANIL „o DNiWOEC DUALITY C-4D - - s UN.YISD VILEI M-3D KSI C --"UK PRUER AND DAKEON 33 PMYSTEF PALMED lop COAT TRACK CONFIGURATION a .3 APPLIED TO BO111 SIDES OF STEEL , c elegy-^ n VERTECAL LIFE kIjGH LJFf ZsH©Aqp LIFT I aW HFAOROO!A m �e - - DOUBLE TRACK Q'DO- x 12 GA,OALV.STEED AVA 1 ABU TTU CK PRI)ONS t 1({i i fra '- ENED W/(4)-MDDIT IL R14 XT5F/B'sS" -- -- ---- ---- - - - PRODUCT RENEWED-- - -- -- .�y .. - - as sum 1 to Ith th0 V1961n ,• P ow � �• i)G •'•- L;Mmm�B Dods gg NOA-Ha, 26-0407.06 7 0 DOfT014 seu,OPnoNs /-SEE Slit-n� Fxpimtlon o0712912025 drevying n0- SECAUN A-A Mlemt Dad¢YloduetCsntfel L... ( M,•_;r• TA 01' •� ` 02-21 :, F� N.: S s ..... SEE orw"FOR NC TRUSSESN SHEET 2 FOR C Csht:e_L 3 of 5 Illllt Lh O N 00 " O 3 4' —NONFORMENT LE ICRUM 12IE�L-X A58' ii V O � 1! Dom' SELF ORILLINQ 9CR11V5 . p- 1-1/2"MIN, pB aT�• I E 015f. x I m ]/16''RNEX'STEEL RNe1S R DRILIkRC SCREWS UULTWR W/OOUE HEAD 3/lfi''RNFJP STEEL FUVEIS �I AT 48'O.C. UULTCRP W/UUNE HFAtD ,+,'I iL3i ti '1 3 AT'411'O.C. a ' REINFOR4Ul74T \\. 1/4'Ink LAO SCREWS 1/4'OIA(AAi SCREW9 Fi1R1/CD SII}l O4R(AEERW'STR1PPJNQ O 0. Iiu7 1YD AT e'FROM EHOS � AT 6"fA(kd ENDS 4'O t AN IS'O.C.MAX. /B� I `\� AHD 1: D.C.WAY p art W'STRIP ALAPIER-/ U W AWUINtFU !'/STRIP Af1AP1ER a CC)1 G TEE p0.3 aao RUBBER 14'STRIPPBIC �-• 534 .70D S48 rl 5 BOTTOM SEAL OPTIONS PuRIlI1U[ip(yIBPy � • OPTION 'A' OPTION 'H' uy.smTniaA�tTarHA AaeyueceNe 01 .)2 WOOD"BUCK CONNECTION TO yY(tOD Gl1HSTRATE(WOOD SPECIFIC CPATn'SO�.O.55 MIN.) 4NTrtla.ala�� a ro$ THE INSTALLATION METHODS SHOWN A(Yir SHOWS 2X6 STIR WOOD BUCK ATTACHMENT W WOOD STRUCTURES.IF THESE METHODS AAA FOLLOW NO ADOITONAL CALCULAVONS/OESIGN N of $ WILL BE REQUIRED FOR.DESIGN OF GARAGE DOOR ANCHORAGE O f '� FCR'000R REV APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE VERIFIED AND APPROVED ee THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACNG o t ANCHORS STRUCTURE F11DE0 SPACING WCS 015i, E "pD N H C SLEEVE BY AN OONO. 1-1 1' o' 3- 3 U CONFI_IX BR,t;ZW __e m K , ' U v n B 0 Y OTHERS B'UYNABFU 9Y•....� CON(. 2-1 4 2_ 0 STEEL STRUCTURE Z 6/te'x 1 5/8' SST SUPPORTTFff LOADS ktPOSEO 3 8-POWER-BOLT Er('POWMT R' 2" ¢o U LAC SCREWG- ////���\BY DOOR SYS7El1 if 5tT7:YE-A11 NT SIMP.SONS COW. T-1.1' AT 12'O.C. / \ CONCRETE T I EDOD MP-19OCK wN. / C-96 GROUT HUED tXDCN�fm a 2000 PSI MN. �- p��•R- 5/16'NDIkSH BOLTS "R VLOOD RUCK CONNECTION TO MASONRY Ff'Wml WASHER x NvT �•� � ' �' :•. - I Ar 1z'O.C,MAX. EDGE OLS7. PPESSURE TREATED 2X6 SYP WOOD JAJJBS WHICH SWILL DE ANCHORED TO I. 1111 ��u UNUUTEO REINFORCED U,,MRT SLOG!(YAALL OR COMO COLUMN WITH 1 J4'ULTRACON DY T='WITH'.PACING.OF N' :P 12"O.G INFO GROUT FlL1EI1 BLOCK WALL WITH 2-1/4'RUN.TUBED 1�'O.C.INTO 3000 PSI CONCRETE WITH 1-3/4'MIN.EMBED - 2-1/2"MR.EOCf DISTANCE 1 -� 1-1/4'X 2-1 2'X 14 CA o n 1-1/z• 1-1/2' CO srEa �i I/z- g i/4'TAPPER Ttt'POWERS'NTH SPACING OF 12 GA(:ALL.STEEL 6 11'O.C,INTO GROUT FILLED BLOCK WALL,WITH 1-1/2-MIN.EUBW FLAT BHACIQ:IS f3'IOHG m IS O.C.INTO J000 PSI CONCRETE,WRIT 1-]/i'ul F7ABLD 1/16'%2-1/2 AT 12'O.G.IN DOOR OPNO. R-1 0'%I'X 14 4l S 3'WIN.EDGE DLSTAHCE D WAS_ GAL>�STEEL TRACK AN 1B'O.C.MM DOOR OFMG. FASTUIED TO TRIRK PLATES CONFLIX BY'ELCO'OR AT 12 O.C.MAX. COINNECTEU 10 CONT.ANGLE W/(2]1(4-2DX5QK TRUSS NO. ]//88 LDT Or'ITW WITH SPACING OF W/(3)SPOT WELDS AT FACN SWE' S AS. K NUT ii •o r 2h'O.G INTO 3000 PSI CUNCKLIL.Wift 2-1/2'MITI EMBED .2 7 S'LON.FCCF,DL[TANCE �ONDNUOIJS ANCLF TRACK REVERSE TRACK I:m Nu=µGLE TRAM( a S ii 3/B'HLC SLKYE Ely TULT'WITH SPACING OF TO WOOD etICH TO STEEL TO r.°NCRETF 6NgjD11j^NI^''K lu'U.G INTO GRaUT HLLED BLOCK WALL WITH 1-1/4'MR EMOtD,4'MR EDGE GIST. - Y 1S O.0 INFO 3 D PSI CCNCRETE,MIN 1-1/{'M4 EMBED AND _2-1/2'MIN.H%FF I%STAME ALTERNATIF TRACK INSTAL I AEON PREPARATION OF JAMBS 13Y OTHERS --- PRODUCT RENEWED F FOR NEW CONSTRUCTION ENGINFTR OF RECORD OR ARCHITECT TO VMFY 28 COM[yy-ngg wilh the Florida AOEQUAty OF SUPPORIING STRUCTURE:TO 5UPPORT LOAM IMPOSED BuITtling COtln EIY DOOR 6YSTEAI, NOA-No. 204107.06 FO R DOOR REPIACEMENI IN RETROFIT BLRLDINGS WOH NO ENGINEER OF = v RECORD,006A INSTALLATION MAY BE Rc14E1AED AND APFR(WEO Wr EWmtlen o.1.0 712 112 0,2 5 •• -••- BULaNG OFFICIAL UPON INSPECTION. B YSiA1 t...' f- •.`'' -'-_ OF i� dTatiiO9 Do. Y kL Tao?:. \��� MAXMUM EXTERIOR(+)LOAD PER.JAMB-611.16'x 62 IREFJ/2-291 LLs Par FL NIIwrn-0R oProduct Control •'••-.... C0�� �2-`�� ❑. MAXIMUM URENORC-)LOAD PER JWD.+(Ia,1G'X 44 PSF)/2 a 355.5 Lb.per FT. A r`r1bA11AT.F'���N rA1 Ah n111 sheet 4aF 5 O N CO O NI r .SDfI 7$0 ¢J . r a Q *PLASTIC COMPLIES Wn" DDCR PANEL CHAPIU 26 OF FBC z!GIL(.024)SIM LAIN. SEE EVIOENCE PAGE _ tars F 7/16'DIA.WASHER ry�'•� 1.1I/! tl 21 a/i' t , o s/e•rtaou Digs MAX .tlQa 0'C ".✓J 't i AM'7•D.C.MAX. WOW.WH)TH 00 a t EXTERIOR FRAME * INTFRiDR FRAIAE m�G ' i i• 1R !� MCI[)PVC ONE PIECE IWECTON RIGID PVC ONE PIECE IWONE PIEC£INJECTION °C I .I (4)#a X 3/4'SNS •y x d MAX. Q�� G i:0 t�1 O 1-7/D'FROM ENDS \� I ! j t • AND a-1/2'O.C.MAX EE j!11 .175 x.ou DEEPUP GRUIVE IjI DY'5AN[t INNUVAHIVE PIASRICS' C r) V ! lED ED i NOA jis-mIS.09 y n 4 C ilil O -, a vrnmn o d ' r ilii iG j { ^3; 1111 I°1 ji!i tts x.aa2 DEEP GROOVE (1)is x ve sus INSIDE ELEVATIQN .1. ; r0 1-3/e'FROM ENDS RAISF.I) PANFI FMROSSFt) DOOR WITH OPTIONAL WINDOWS DUCf�Yrb'B9 m AND a-t/2'D.D.m WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION RvE'feF7urMA y p r' O i i l r !8 X 3/4°N5 C •paceON-�., 0 3/e•ARnM Elms 175 x.062 DEEP S - ( J I axD t-t/z'o.c uAx_ - GROOVE PRODUCT RENEWED mPlyi°g with the Fl°rida -_ +..� °o 1 �f aoa_No Code 20-0107.OG �r tlllP °S S t!D 7' . M All,NDS _ _ _ �Plr¢11on •07/21/ZOZS 1 utI rry� AND 7.O.0 MAX f - ----- 1\ �_� - ---.......... ------- - Miaml-0 ProductControl )Puce+ 7/16'DIA WASHER DOOR PANEL 4 - - EXTERIOR zt cA(,Dzt)slEa Muc -� Q `�,__DDOR PANEL 15/15'MIN. TATEOF i•fy: dro+ing FI4- 24 GA (.o24)STEM MN. c AZINc RRE '_ 02—21 � tnNDDw WIDTH ��S/OJVA�� �s p) rU Illtitt sheet of 5 O (V 00 O L