Loading...
HomeMy WebLinkAboutProduct Approval MIAMI-DADS MIAMI-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 ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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(AIIJ). 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 itis 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 up to 18'-2"Wide w/ Window Lite Option(DP+40.0,-44.0 PSF) APPROVAL DOCUMENT:Drawing No.05-03 Rev I,titled"Sectional Garage Door",sheets 1, 1.1,2 through 5 of 5,dated 05/16/2005 and last revised on AUG 17,2017,prepared by Al-)~arooq 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 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#16-0330.01 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 L Chanda,P.E. MIAh1FflADE CNOA No.17-0919.11 ..., , Expiration Date:March 29,2022 Approval Date:December 14,2017 60 Page 1 1 , DAB Door Comnanv.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No.05-03,titled"Sectional Garage Door'',sheets 1 through 5 of 5,dated 05/16/2005,with revision H dated 03/21/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. : TESTS,"Submitted under NOA#09-0128.06" 1. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 i 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with:Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test Reports No.BETI-08-2149AfB, dated 06/2712008,signed and sealed by Candido F.Font, P.E. 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 084182,prepared by Hurricane Engineering & Testing, Inc., dated 12123/2008, signed and sealed by Candido F. Font,PE. "Submitted under NOA#06-0817.07" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E. Droz-Seda,P.E. 4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing,Inc.,Report No.1ET105-1446,dated 05/11/2005,signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted underNOA#03-0210.04" 5. 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#14-0814.03" 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. "Submitted under NOA#020128.06" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E: Ishah I.Chanda,P.E. Product Control Examiner NOA No.17-0919.11 Expiration Date:March 29,2022 Approval Date:December 14,2017 E-1 DAB Door Company,Inc. j i I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E., MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoana 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 f 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. 15-1203.04,issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NDA #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 09/27/2004,signed and sealed by Rafael E. Droz-Sella,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 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.04-761-1.5019.0,dated 05/06/2004, signed and sealed by J_L.Doldan,P.E. F.; STATEMENTS 1. Statement letter of code conformance to the 5h edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad,P.E. Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-0919.11 Expiration Date:Marcb 29,2022 Approval Date:December 14,2017 E-2 i DAB Door Company,Inc, NOTICE OF ACCEPTANCE:EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 05-03 Rev I,titled"Sectional Garage Door", sheets 1, 1.1,2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17,2017,prepared by AI-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 TSO-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 1. Statement letter of conformance to FBC 2014 (5tb Edition)and FBC 2017(6th Edition), prepared by Al Farooq Corporation,dated 08/17/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA#16-0330.01,expiring 03/29/22. ist��.� Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-0919.11 Expiration Date:March 29,2022 Approval Date:December 14,2017 E-3 7-1 2'X 2-1/4'X 18 GA. _ TOP FIXTURE 5-i/2`X 2-3/4'X O.i' L(v _ GALV,STEEL CENTER HINGE " PUSH NUT STEL.PLATE WITH ONE 5//15-18 MS W/NUTOPTIONM.DOOR YILYfER W/(4}f14 X 5f8'SMS `' - ♦ FASTENED i0 END STILE WlTti Tp BE INSTALLED ATWITHOUT DELRON SLEEVE(STD.) (6)f14 X 3/4"SELF DRELUNO SCREWS ANYCENTERSTILE0 O, 7-1/2'X 3-X.071"GALV.STEEL. O O .31 CENTER STILES ENO ROLLER HINGE t Wj(6) f14 X S/8'SMS I OO I SEE SAH.'A' r.,.,�,A WITHOUT OELRDN SLEEVE(STD.) E a 4 c� WTN DELRON SLEEVE(OPTIONAL) A+ ; .D71' `�.•___ J __ -•�• , C Ci 1 O {{YY O GAIN.STEEL Cl9iTER HINGE �� ,/ _.............. W/(4)#14 X 5/8'SMS _u DOOR m WITH DOLRON SLEEVE(OPTONAL) - -- pO a C HINGE I � ,•W X.ts THK.IA,C1i I ANDARD Loac _ ,, T _._ SPRING LOADED SLIDE BOLT(BOTH SIDES) ` B ---• \` ` FASTENED W/(4)f14 X 1/2'S.M.S. ---•----- -.---. ._� ---5/8'MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAOE I ' _ 1111_ .158 DIA GAIv,vRCPAFr TYPE � ® 'm ; EE VE W/MICABN 8 TO TI'34�FM F ® i� -- - _.._�-•-^ - H { 6 I .-•gym — _- �- rsrrec^= �_..._•._. v�-x O u 6'X 3'X 0.1' I .. .__......_._.....__.._..-•----- .__. 1 o c STEEL PLATE 1 ; 0 J O OO WITH(6)f14 X 5/8'SMS . V M - BRACICET BRACKET T¢ 4 C STD_ LIFT DOOR LOW HEADROOM i I EN vi� DOOR OPTION a E m C �I�: OPTIONAL.VENT �oN L FLUSH FACE I 0 U�` I 7-7 8`X 3-1 8'X 1010" (3 S'WIDE AT 7'O.C.MNL `''cDo �l / oT�EN COLONIAL DESIGN wooD GRAN DESIGN L _A �i z l PLATE LNG AREA NOT TO EXCEED WITH(4) (014 X 3/4`SOS 120 S0.IN. MAX. �a0t INSIDE ELEVATION. CENTER STILE RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40.0 PSF R �E � BE UBED y - 440 PSF IfDNf4 X 3/' EF` 1DRILLING SCREWS MAY IN LIEU OF f14 X 5f8'SMS ,� I AC[4♦fIY�eCIYot_Z-apt��i. ti nes iC. n �xs terO �_LsgtOl�etlnetkwX..yt,a+zz Hurricane MosterModel 824/$11 � CAH ' LOCH BAH GUIDES Max. Size 18'-2' X 16'-0' High o B o -INSTALLED 114 END ST SMS S1" With Window Lite Option � GENERAL NOTES W A 18TX 6W LOCK BFR ENGAGE$IN TRACK I.THUS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT 45 RATED FOR LARGE MISSILE IMPACT1 ON EACH SIDE OF DOOR REQUIREMENTS OF THE 2014(5TH EDRION)/2017 (8TH EDITION) FLORIDA OUTSIDE KEYED LOCK BUILDING CODE INCLUDING,HIGH VELOCITY HURRICANE ZONE(HVHZ). a m 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS m OPTIONAL AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT 70 BASE WOR T651ED IN ACCORDANCE WITH THE REQUDtENh7iT5 OF FtAWOA a ry- LOCK BAR LDGIONG SHOWN MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DII-EI COOS,TAS-20ZME1 TAS-2A1 &7A5-2p3 FOR trvNi AND y o -B a ALTERNATE TO ASfM E188fi-65/ASRA E1996-D9. ALTERNATE SLIDE BOLT 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.SPRING t•.' LOCKS SHOWN PROVE 4.MATERWS INCLUDING BUT NOT LIMITED TO STEM/METAL SCREWS.THAT F' %•' a X? \��� 1 Ap_r���� 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE&ADOPTED STANDARDS. '• r 5,THIS PRODUCT APPROVAL IS GENERIC AND ODES NOT PROVIOE.INFORMA170N r FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT A14D SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. _ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING"OFFICIAL. - -_.--`-- --- -- - - --�p .,, OF -,.�SJi�� drcwing na. 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ��; s''' OJi16t; `�� 05-03 IN ACCORDANCE WITH SECTION 1709.8.3 OF FLORIDA BUILDING CODE iv'Jf1lyAr� °L��` LABELING TO COMPLY WITH SECTION 1709.9.2. F 1 f 1111/1/1 sheet 1 of 5 N Ell TOTAL d OF — M DOOR TJ'D4R5 AT HEIGHT CONSISTS OF Erm DOOR 2..SECTIONS 18"2 SECTMS 21'9' 0, C,Y s '— 1 SOWN t8" 3 SECTIONS 2121" 5 7' 4 SECTIONS 21'— CEMER STILES !o 7'-8" 5 SECTIONS 18'— / A' F' tr 3 T-9" 4 SECTIONS Is"1 SECTION 21' SmEDULE' r,J2 _ 8' 3 SECTIONS 16`2 BECKONS 21' CENTER mEs COT010URAT0N U:0g 8-3' 2 SECTIONS 18'3 SECTIONS 21' 8 � 8, $'-8' 1 SECTION 18' 4 SECitONS 21" DOOR WIDTHS 'OF CENTER SHIES � p 8'-9" 5.SECTIONS 21'1— 8'-0"TO 9'-40' 2 9' 6 SECTIONS 18"— .70 9'-10• 10'-0'TO 11'-10" 9•-3" 5 SECTIONS 1 B'1 SF.CTEON 21" ODOR WIDTHS 17-0'TO 13'—f0` 3 _ 14'-0`TO 15'-10" 4 8'-8" 4 SECTIONS 1$"2 SECTIONS 21" 15'-11'TO 18'-2" 5 SIV 3 SECTIONS 18'3 SECTIONS 21' 7 ' 1O' 2 SECTIONS 16'4 SECTIONS 21" 10'-3I1 SECTION 18' $SECTIONS 21' IT n t! IV-6"IB SECTIONS 21"— i 101-0"TO 111-1D• y��xp 10'-9' 6SECT'IDT3S 18'1 SECTION 21• DOOR WIDTHS T>pirafia�Omlc 2.. _ 15 SECTIONS..IB 2 SECR0Id5 21" ._......_._.._ ._._..,_..__016,.__....1 .1...____....-0006. ` i t'-3"�4 SECTIONS 18.3 SECriONS 21" ii'-8" 3 SECTIONS 16'4 SECTIONS 21' 8 I e Wime o it'-8`:2 SECriONS 18'S S£CKQNS 21" a::"'''. 12' '1 SECTIONS 18'6 SECTIONS 21' 7 SECTIONS 21"— 12'—D'TO 13'-10" c 12'-8" 6 SECTIONS 18'2 SrCKONS 21' DOOR WIDTHS w 12'-9. 5 SECTIONS T8"3 SECTIONS 21' o 13' 4 SECTIONS 18'4 SECKONS 21 - 13'-3' J SECTIONS 18'5 SECTIONS 21' 9 -- ._� I ( I� t .-} ,. :, \`\1"1 ', .. _ 13'-8' 2'SECTIONS IB"8 SECTIONS 2t• _, ... l.,—.. 1 .°a.. i�° ' 13—B" 1 SECT�N 1 B" 7 SECTIONS 21' '• ": '�".". T4' 8 SECTIONS 21• t$-0"TO 15'—t0" ~`�` �• ''� 14'-3"�B SECTIONS t8 3 SECTIONS 21' q DOOR WIDTHS 14•-8"55 SECTIONS 18'4 SECTIONS 21` ta4, 14'-9'14 SECTIONS 18'5 SECTIONS 21' - —•.-- --. - _ —fi—V 5'—3-SECTIONS-18'e-SIECTIMS 21" 103" 2 SECTIONS 18'7 SECTIONS 21OF8' t SECTION 18 8 BECKONS21' IT IT 9 SECTIONS 2t'— 15'—I t'To T8'-2• • . "''y�'J ` 05-03 ts' 6 SECTIONS 18'4 SECTIONS 21' :1:1:::jDOOR WIDTHS ��/ AL rrr ni\t lahoot t.tot 5; 24 OA.STEM PA1rF3. ��i 1/2'X 1-3/4'x 18 GA z' FORMED TUBE 9 TOP O AAA OF EACH PANEL �^g FLAPS BENT OVER PANEL. �. IS GA k 2-11J4 X 3/4"X 2° CALM.STEE1.CLEAR REINFORCING TRUSS 1/2`PUNCHED HOLES t. TRUSS FASTENED TO VERTICAL INTERMEDEATE STILES - W/TWO f 14 X 5/8'S.M.S.AND TO END STILE 6 4'O.C. W/FOUR d 14 X 3/4'SELF DRILLING SCR. t _ cub. 311$•POP RUM L¢q 16 GA X 2-t/4 X 3/4'X 2' 16 CA X 2-1/4'X 3/4`X 2" _ AT a D.C. �i {�{,Z GALY.StE0.U.BN2 REINFORCING TRUSS GALV.STEEL U.BAR REINFORCING TRUSS (6)FOR 21`STILES t i, 1 0 BOTRIM OF PANEL TRUSS FASTENED TO "—'v - TRUSS FASTENED'f0 VERTICAL INTERMEDIATE STILTS (5) FOR t8'59LES 1 f VERTICAL INTERMEDIATE STILES W/two w/TWO 9 14 X s/B"S.M.S.AND TO ENO STILE f W/FOUR 14 X 3/4"SELF DRLGNG SCR. W14 k R# S.M.S.AND EL END RI STEE f6(U.k 2^t/4'X 3f4'X 2" 7� € W/FOUR dta X 3/4'SELF ORILUNG S. GALY,STEEL U,W REINFORCING TRUSS 1!2°X t-3d4'K 18 GA - - i1iLLSS FA5T1741iL1 TO VFRTTCN-INTERMEDIATE STILES OPEN TUSBE 6oT. - W/Two} 14-X 5/8"S.MS.AND TO END OLE } OF EACH PANEL W/FOUR>Z'-t a x 3/4"SELF IIRiL13NCt SCR. _ I- 3 00 '-ENO mu a¢ L i_....._..... E— ao.024'STL.PANEL p rn rn ISI SECTION (80TT0,M) INTERMEDIATE SEIM0 TOP SECTIDN O�UTSMEE OF 0 o Z REfNFORCtNG TRUSS REINFORCING TRUSS REINFORCING TRUSS r TWO AT BOTT01A PANEL ONE AT EACH PANEL ONE AT EACH PANEL vwi ut o OPTIONAL STOP MOULDING rn m 8Y DOOR Y15TN-LE #14 X 6/6•SUIS 0 STi:F.I TRACK BRACKEF � � (-6 PER HINGE 3!4°X 2"X 2-t/2"X_049'STEELTO WOOD JWB j k � ' 511V X 1-5 8°LAO SCREW 1 P D ST9F,CONNEDT TO Peucyc WITH ......._.. •'�"� ." f ! 1/2'x 1-3/4'X.OW FORMED STEEL. ' HAPS AND(a)3 16'ALUM RNETS E (FULLY IT4,4FROED) 1 OWED TO PANEL AND SECURED TO (4 3/16• i SEEFLA UHTNL � HEX WASHER HEAD TYPE A €€ END STILE W(D4 3/16"POP RNM a 12`O.C. PO RNEIS SOLID BRASS DOOR VIEWER j SOUTHERN PINE. i AND PUNCHED FLAPS BY 'SCHLAGE SECURITY HARDWARE' j 0.55 S.G. ,• ( 3!4'x 1^7/$`X 2 T/2'% Oa9" INSTALLED IN 9/16° OLA HOLES IN CENTER STILE 4 55'f�R DUMMIES STILE. 9- j 2 .� FOR QUANTITIES SEE SHEET 1 POSIT1ONED Ri EYE LEVET.. j o E I,GLUED AND RIVETED TO PANEL "1• MIN. t ii` ` .a'..• I 1 � t4 X S/8°S.N.G. 2)3/16" ,,1�3f1$ F�ODOCt'I3BYLBt)11 I 111 tt a+oowIpgtlr�vdL3�ixlitdlo 2 o i c 4/HINGE POP 114YES8 °'F," .°••.' .'�. 6t"ascl& iYE.c s m 1-3116°j i j I /$' POWER--BOLT BY'POWERS' All A EMBED INTO CONC. + e MEN.EGGS DIST. near to a _� 074E PER BRACKET 1.9"X 2.19'X 3.3' X.090` I SEE SHEET 3 FOR BRACKET SPACING c STEEL TRACK BRACKETS I 1 j SEE SHEET 3 FOR SPACING ,�. , .. Tom" A/A _. (2)3/16' TOP h BOTTOM _.,_....... .. .• ,. 1� STEEL TRACK 7-T_jY X 3`X.071' 7-1/2'X 3'X.071" & M,O SS BOLT GAL STEEL CENTER END ROLLER HINGE _ .._ _14 GA_X 2-t/8'X 1'.(STANDARO - 7/18''PUSHNUT- -_- - HINGE __-__- -__ .. - _ { 12 GA.x 3-5 16'x 1-t%2'(0 .. -- - - --------1,$2'OTA.X SO"STEEL RDU.FRS(STD.) -- - - . of Browing no. FAASTENED TO TRACK INSTALLED ON ROLLER SHAFT 1.82`LRA.K.SD'NYLON ROLLERS(OPTIONAL) W/1//M20 X 5 8'TRUSS NO. �� Da„,q,1p.°�•°` SLOTTED N�&LOCK NUT INTERtoR SIDE 2.75°DIA x.50"STEEL ROLLERS((oPT10NAl) � �Fp G_tt, ©5-03 SECTION 8-B We 01A.X .80"NYLON ROLLERS(OPTIONAW \t -T• -- WITH 5"STEM + II{Itvt �sheei of$,•„� rPOP RIVETS2%2 X 1/8"HORr4 ANGLE �f 5/16'X 1-5/8'LAG SCREWS BITO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO MOM TRACK V 2-3/4'X 5-1/2*X 3'X.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS WITH TWO WELDS AT t-1/Y APART GV.Y.SiTIO, YiAH 1-1/4'EMBED Itd10 MASONRY EXfEEOING 8 FY.IN FIRST AT Y O.C. _ TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET 11 A•+ REST AT 9'O.C. FASTENED W/(6); 14 X 5/8'SJM.S, _ €t CONNECTED TO FLAG BRACKET '0 40 '= m _ W/3f8-16 X 3/4'BOLT&NUT q .090 THK.OlV.Y.SitFJ..ADJUSTABLE 2-f/2"X 4-1/4'X 13 GA. AND TO SPRING SWIFT GUWE WIM r °j ,000 FASTENED T T BRACKET WELDED TO 1-1/2'X 1-1/Y% 14 GA ANGLE -- A J (,2) 1/4-20 X Sf8•BOLT&HUT !� MW'/8 t6-te&X /4"NEX HFAD KITE TO TRACK f5 WITH(4)i f4-20 55. BOLT @NUTS HOWL TRACK LENGTH a OPENING HEIGHT PLUS 12" '3 WQ TOP BRACIqT "'(STANDARD) TOP BRACKET �"O N �T (OBRA VERTICAL TRICK LOW HEADROOM v"o � 14 GA,GALV.STEEL TRACK � 2-1/81 X I"X.0&t" SECTION A-A fYj 8 s ........V.._.-; HORIZONTAL REINFORCEMENT 'b—'--'----- _..,_ a 1/2'X i-3/4'X.058'FORMED STEEL ....GLUED TO PANEL AND FASTENED TO Y X 5-1/2'X.104' ¢ VERTICAL STILES WITH GALV,STEEL (2)3116''POP ETIVETS FASTEtdmW!f4}ROLLIE 6RA/CKET Fad i E DOOR *SECTION HUGHTS BRACKET PLACEMENTS 16 2 FK%TtZONTAL REFNFORC2:MENT LAW HEADROOM DOOR OPTION j i HEKW 1ST 2ND 3RD 4TH 5TH 81 82 B3 B4 85 1 86 1 87 88 1/2'X 1-3/$X.058'FORMED STEEL 6'-O' 48"18' IB`18"N A 1'TO 2-111-3/4' 23' 34' 45" 56" 67" - GLUED 7O PANEE.AND FASTENED i0 6'-8' 2l'18" 18"21"H/A 1°TO 2'11-3/4' 23° 34' 45' 56' 67" VERTCAL STILES MTH (2)3/16"POP RIVETS 7'-0' 21'21' 21"21"N/A 1'TO 2"11-3/4' 23' 34 45" t8'78' 18'18" 18`1"TO rill-314- 23" 34' 45' -5/t6"MEETING REB { 8'-0' 21'18" 18"IB"2102"it-3/4" 23' 34' 45" 56" g 67" 78-t/4' € u •J~'Y•" IA2"DLA.X.50'ROLLERS : E .�._.__ *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM r>n Wf.44 QUA.X 4-114'STEM FOR DOORS MORE THAN 8 FT.HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'D.C. co OPTIONAL Ef4^ta€TATTOOS ' E IN19bwfftR1f r M €~ BY OPTIONAL IN PROIONS' IS'-' A � 1.9"X 2.19'X 3.3'X.090' � 1f pC Q a: ISO-25 PO€.Y-€SOCYANURATE I STEEL TRf&K DHAC€SET5 �� 4.0 Ns -6Tf .1t h m Dt71SfiY=20 PCF' 2-3/16"fi{CH ap N.OA.$18-1108.04 I CONNECTED TO TRACK WITH ' €e _ OR € ) 11a BOLTS&NUTS, ItN.OT�.. 1•--DENS€€Y' 1.03 PCFE ...� 11>t Z i7�i _ OR a#15-1203.04 O 'IIiSULFl)AM LLC' E'A �... DENSITY a 0.92 . 14 GA.CALV.STEEL { I K . ED W/l(8)F ER GX�. 5/88—SNS MIN..624'ROLL FORMED STEEL PANF7. DRAWWO DUALITY 0-40 . ....F_.....3.... 1...................._.._ I` Q MIN.YIELD STRENGTH a 34 KSI WITH PRIMER A€€0 aPXED-ON 5 POLYSTER PAMED TOP COAL TRACK CONFIGURATION t APPLIED TO BOTH SIDES OF STEEL ex VFRTlt AL. LI HIGH LIFT STANDARD Lj LOW HEADR00M DOUBLE TRACK q g AVAILABLE TRACK 0P110NS ig„ u x_ BO TOA BRACKETFFASIEHEn - J �� 1 / Wf(4)/14 X 5/8'SNS BOTTOM SEAT OPTIONS N �O..-SEE SHEET 4 - 8 • ,; dTOWirtg�A0. SECTION A-A SEE SHEET 2 FOR LOCATION ati QJ-'�3 OF REINFORCING TRUSSES M €T t j111`� she9t 3 of 5 3 4` kEINPDRG�MFM t■ IN. 4AI 'X 7-314'X.058' E is X 1, MED 51E'EL OST. = 1-1/2"MIN. SELF DRILLING SCBE R X 1` g J/i6•`RNEX'STEEL RIVERS EHiftL1NG SCREWS Z I I E DIST. ` I MULTIGR IP W/AT 4E HEAD ''RNDC'STEEL RIVET( X ULTIG IP W/DOME HEADREINFORCEMENTAT 48'1/2"X 1-3/4"X.650"FORMED STEEL1/4'OU.LAG SCREWS ems2bY 1/4'DVS LAC SCREWSWOOD BU i AAND 17 6 C.MAX. WOIAND 1*DCMAXWSTRIP ADAPTERALUMINUM ADAPTERS STEEL TEEL RUBBER WSMPPINO R W'STRPPING mo T-1 040 7004 d W 1.750—� 1.790—•, F BOTtOM SEAL OPTIONS °N` £ I �OPTION 'A` OPTION 'B' ` WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SO-OM MIN.) m THE INSTALLATION METHODS SHOWN ASOYT SHOWS 2X8 SVP WOOO BUCK ATTACHMENT TO WOOD STRUCTURES,IF THESE METHODS ARE FOLLOWED NO ADOMOMAL CALCULX'T10NS/DESSGN I w WELL BE REOUI7ED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITHNO ENGINEER OF RECORD.INSTALLATION MAY tw I oc d VCRIFIEO AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING 1�` 0 9 PLQ 57RtX."iURE 6I46FD AqN EDGE DISE. ..!E 0 OOOi C+ 3 8"H!C SIEEVE rar L..r CORING. ;1-1 4 8` i Z U q.1 3 CONF7EX HY ELCO FRIED BLOCKi 3-3"d �0 (� 5/t6-LAC SCR STEEL.STRUCTURE BY OTF�RS 3 8E DYNABOLT BY' CONC,. i t-1"2 2-3 4 AT le O.C. W.W.MUST SUPPORT THE LOADS IMPOSED 3 PBWER-eGILr Of POWERS CONC_- 2 B" ul g s^ J 8 SLEEVE-A!!ESY 5?MPSON5 Cm. !t-1 2 I B" 3" BY DOOR SYSTEM .../....�..........�............._. Z11SI CONCRETE:Fc-3000 PSI MIN. ` �N v 8/16'CIA,DOLTS C-00 GROUT FILLED BLOCK fm a 2 ,WOOD BUCK CONNECTION TO MRSONRY ,, " AT WITH ee NUT =" h• Ar t2'O.C.o.b.,MAIL �DIST. t ; PRESSURE TREATED 296 SYN WOOL JAMIE WHICH SNC. OL MN WITH TO )! �GROUTED REIt�ORCF9 MA,O7TRY BLOCK WALL OR CONC,CL`LUMN WrTH1/4"ULTRACON BY'ELGXY WITH SPACING OF10'O.C.INTO GROUT FILLED BLOCK WALL.WITH 2-1/4"MIN,EMBED 10"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN,EMBED t J"MIN.EDGE DISTANCE 1-1 4 X 2-1/2 X 14 GA T-1/Y .-. 11-1/2" COt�STEEL ANGLE 1-1/e �, R 1�4'TAPPER BY'POWERS*WITH SPACING OF 12 GA.CALK STEEL u! 8 O.C.INTO GROUT FKLED BLOCK WALL,WITH 1-1/2'MIN,EMBED I �"'--FTN BRACP(CTS t3"LONG m o 10 D.C. INTO DGE D�CONCREtE.WON 1-3/4'MTIL EMBED � 1/16-x -1/2WELD :� fdd��ST�L•TWeCt<� AT 12"P.C.M DOOR(TPNC. AT 12'O.C.MAX.. A7 10`O.C.AHCWE.DOOR CPFtG. FASTENED TO TRACK PLATES 3/s'CONFL£X BY'ELCO'OR CONtIEC7Ea TO CONT:ANGL£ WJJ 2 1/4-20X6 B'TRUSS HD. 3/8'LOT BY'RW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLDT M.5,&L%K NUT - 22'O.C.INTO 3000 Psi CONCRETE.WITH 2-1/Y MIN.EMBED CDNS(N lM IC u F RrY[ OL 11LACX N�a����- 3'MEQ, EDGE DISTANCE 3J8'HLC SLE£fE BY'KILV WITH SPACING OF TO WOOD BUCK ]g�g8, TO CONCRETE AND FCll B'O,C. INTO GROUT FILED BLOCK WALL.WITH 1-1/4'MIN,EMBED, 4'MIN:EDGE DIST. � 12'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN,EMBED AND _ 2-1 MIN.EOE DUFR AT TRACK INS7A AT10 �PREPD i„"'.AN, 4if� 1=t—g ARATION_DE JA..BS BY_OTHERFFOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT i0 VERIFYAD OUAL7 OF SUPPORTING STRUCTURE TD SUPPORT LOADS IMPOSEDBY &OOR SISIM FORDDOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OFRECORD._000P..INSTALIATION MAY BE REV€EWED ANDRPPROVED.OY - ------------- ,\\BUROING OFFICIAL UPON INSPECTION. �:4rliY OFMAXIMUM EXTERIOR(+)LOAD PER JAMB-(18.16' X 40 PSF)/2-363.2 Lbs Par Ft. MAXUMUM INTEWOR(-)LOAD PER JAMB- (19.16'X 44 ASF)/2-389.5 Lbs per R A Irr1131t1t ahe;¢t¢ot 5 rt PLASTIC COMPLIES WITH �lk�I1�Ci DOOR PANEL CHAPTER 26 OF FBC `Y . 24 GA.(.024)STEEL MN, SEE EVIDENCE PAGE Z a � 1768 1.725 Q 7/18'DIA.WASHER G 1 w 1.344 Ix ° I (` 6 z a a's3ks 21 3/4' /�A"� 'W 3/D�EROM FNDS O.,� 1 4 III' 1 t ANQ 7'O.C.M/Jt. WD`N.WIDiH I VO C I ' * EXTERIOR FRAME * INTERIOR FRAME i i8 1/8° RIGID PUG ONE PIECE lNJECTIBN RIGID PUC ONE PIECE INJECTION (4)@8 X 3/4'SMS ' o MAX. I A l-3/8'FROM am \.. ro I_J T- ,� AND 6-1/2`O.C.MAX a Id Q.LO. J cy .175 X.062 DEEP 00 GROOVE .' 11 Ijl} sEmccKgRom .. e 1/4'POLYCAMONATE LEYAN °. + °E ;' 9 ..Y, O W II!IBY'SARIC INNOVATIVE PtASTIC9' ! �/, '._� I I -''r NOA#15-0915.08 y01 I pMj u __..._.._..._.._.. ~ acl!I `Gr r 4 1;, ED ! W 0 ,C I ilii v y T o ill L�IX =r ftll J J11 ` 1 i j .175 X.062 DEEP �, / X � o i i i I1 OROOVE .. w• itin a #a X 3/4•Sas J,1DE ELEVATIpN' ei E 0 1-3/a'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS " d j i i j t AND 6-1 j2'O.C.MAX. 1 WINDOW LT(ES CAN BE IN ANY LOCATION IN DOOR SECTION _ �8 X 3/4'SMS - } .`.i` ' k 3/6'FROM ENDS 175 X.062 DEEP J i AND 4-1/2'O.C.MAX. E m \ � X 3/4"SATS ° i 4Ne .;•a:.. .. A J/8"FROM ENDS _«. _ Aoaygecce Ne�T"6 S �� ` I11kti1 rill \ ANO 7'o c Lux \\\-7/16"DIA.WASHER DOOR PANEL _-. ---• --- _ _-- - _.___. 24.GA..(.024)STEEL MIN. EXTERIOR - --------- --- �., ''• -- -- �Dm PANEL - -. .. - - t 15/18'MJN. D.L. t drawing n 24 GA. .024 STEEL MIN. ."' ""."""""•' ''i OR1A41. �� c ) GLAZING BRE 05-03 qi9.....WIDTHI/ {�'�� 5 o ._$} Y lq 1i11`�� sheet f