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HomeMy WebLinkAboutProduct Approval T RECEIVED MAY 14 2018 M®�E MIAMI-DADE COUNTY • ST. Lucie county, Permitting 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)3I5-2599 NOTICE OF ACCEPTANCE (NOA) Nwvw.miamidade.eov/economy DAB Door Company,Inc. 12195 NW 98"Avenue Hialeah Gardens,FL 3301FI L E COPY 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 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 up to 18'-2"Wide w/ Window Lite Option(DP+40.0,44.0 PSF) APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets I through 5 of 5, dated 05/16/2005,with revision H dated 03/21/2016,prepared by AI-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,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 ofNOA. 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 renews NOA#15-0317.01 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 16-0330.01 CMLAWMADEUNTY Expiration Date:March 29 2022 Approval Date:June 23,2016 i/1} 16 Page 1 DAB Door Com nany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.05-03,titled"Sectional Garage Door",sheets I 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 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.HETI-08-2149AB,dated 06/27/2008,signed and sealed by Candido F.Font, P.E. 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font,PE. "Submitted under NDA#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.HETI 05-1446,dated 05/11/2005,signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted tinder NOA#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 #09-0128.06" 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. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 16-0330.01 Expiration Date:March 29,2022 Approval Date:June 23,2016 E-1 DAB Door Comnanv,Inc. 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 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-CI 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 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 09/27/2004,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 04-1251,dated 11/29/2004 signed and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5d'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. Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.01 Expiration Date:March 29,2022 Approval Date:June 23,2016 E-2 7-1/2'x 2-1/4'x 18 GA. _-- TOP FIXIURL 5-1/2'x 2-3/4'x De" GALV.STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER DAB DOORS INC. W/(4)014 X 5/8"SMS ��O FASTENED TO END STILE.WITH TO BE INSTALLED AT Hurricane Montero Model 824/811 • \♦♦ ANY CENTER STILE n _ WITHOUT DELRON SLEEVE(STD.) A , (e)014 X 3/4'SELF DRILLING SCREWS Max. Size 18'-2' % 16'-0" High • 7-1/2'X 3-X.07V GALV.STEENG L O 1 ��STILES With Wlrldow Lke Option W/Ce)If 14 E In OXI15E� SIASE 1 ®• SEE SCR.'Aa A 0 W"HOUT DELRON SLEEVE(STD.) 1 WITH DELRON SLEEVE(OPTIONAL) j -. -'.._. ♦ -.---- - __. - a 071 • GALV.STEEL CENTER.INCE `♦ I -- W/(4)014 x 5/8-SLS / a e • WITH DELRON SLEEVE(OPTIONAL) z :I--- -----------00004.0 - - -- - Ki CF R NINE:F I 1 1'W X.15 THK.LATCH �•�\ I- _-__ ._ _ - _ -- 1 1e �i o 1 1 TANDARD LOCK \` + __ _—__ __ _ --— z=o 1♦ SPRING LOADED SLIDE BOLT(BM SIDES) _ _ I ♦� FASTENED W/(4) 014 X 1/2'S.M.S. • _. - .___. _ - __ -- 5/8•MIN.LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE --�- --- --'-- - Sys ' o .158 M.GALV.AIRCRAFT TYPE — .- - LE 8 NICO-PRESS SLEEVE • -- W YIN. 5 TO 1 SAFETY FACTOR ♦ _ -____ _ -__ --` - 6•STEEL PLATE 1 WITH(6)#14 x s L SMS E • • - -- - --_-- g - -- - ---- <ri BRACKET BRACKET ; a STD. UFT DOOR LOW HEADROOM / _ _ __ _ ___ _ _ _ ___ _ Z vi n DOOR 0PTION O 110M It a DOOR 'u'BINS AT OPTIONAL VENT NEW CONSISTS OF SAW DOOR 7-7/8'X3-1/8"X.010• � � ) OPTIONAL tLUDE GN — I I 6'-9' 2 SECTIONS i I SOLT1016 21' STEEL PLATE 03PQIINCARGTNIJT TO EXCEED (- A C O Z COLONIAL DESIGN WOOD GFWN DESIGN 6'-9 1 SECTION 18 3 SECIIp6 21 a ' CH 014 X 3/1"SOB '- 120 90, IN. /AIX.IxxM WIDTH W 7' 4 SECTIONS 21'- __ 18'-2• _ 7-9 S SECTIONS 18'- N CENTER STILE r-9' 4 SECTIONS 18'1 SECTION 21• INSIDE ELEVATION a' 3 SECTIONS la'2 SECTIONS 21- 6 OUTSIDE RAISED PANEL EMBOSSED DOOR W-3' 2 SECTIONS la'3 SECTION&2/' HANDLE ENO STILE DESIGN PRESSURE RATING + 40.0 PSF W-s' 1 SECTION 16' 4 SECIMM 21' 014 x 3/4•SELF DRILLING SCREWS MAY BE USED - 44.0 PSF 6'-9' s SECTIONS 21 - IN LIEU OF X14%5/8•SMS s' 6 SECTIONS lee- --LI ----- --- ----- GENERAL NOTES -3' S SECTIONS te'1 SECTION 21" LOCK DAR GUIDES 9'-8' 1 SECTIONS H!"2 SECTIONS 21' -INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v 9'-9' 3 SECTIONS 19.3 SECTIONS 21 7 WITH (4) 014 X 5/8"SMS REOUIREMENTS OF THE 2014(57H EDITION)FLORIDA BUILDING CODE INCLUDING ltl 1 SECTIONS ta'4 SECTIONS 21' HIGH VtlOC11Y HURRICANE ZONE( c 1�'8TX.6W LOCK BAR Ir 6 SECTIONS21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 5 SECTIONS 21'- NGAGES IN TRACK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6 SECTIONS W I SECTION 21 ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' DRESSING OR STUCCO. - ° g�$ 11' 6 SECTIONS 16"2 SECTIONS 21 K CENTER STILES CONFIOUPAIION 3. All BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. OUTSIDE KEYED LOC 11-r 4 SECTIONS 16"3 SECTIONS 21• DOOR WIDTHS OF CENTER SIxE3 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 11'-Y 3 SECTIONS 11Y 4 SECTIONS 21' a OPTIONA a'-0'TOY 10 7 THESE DETAILS ARE NOT PART OF THIS APPROOL ..e IV-i'.2 SECTIONS 16'S SECTIONS 21' LOCK BAR LOCKING SHOWN 1C-0'TO 11 10' 2 5, A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS UNTO W000 ONLY. p V d _ 12' 1 SECTIONS IM'5 SECTIONS 21' ALTERNATE TO 1__ - 2'-0'T6 1J-10' J _. __.--__- w O L C,� Ir-r 7 SECTIONS 21'- SPRING LOADED SLIDE BOLT B'-0'TO 9'-10' 14'-0'TO 15'-IO' -- { DOOR TESTED IN ACCOR0410E Y201 THE 5-203 FOR SOF FLORIDA T-.___-_. -... _.__.-.__ LOCKS SHOWN ABOVE DOOR WDTFLS -r-'T'- r OUILOING CODE,7A5-202,TAS-201 h TAS-203 FOR MMZ AND 11-a 8 SCCTIONS 1 2 SECTIONS 21' 13-11 ib la-2 8 E7ae6 El 12-8 5 SFCIIONS 1r 3 SECTIONS 21' —" -'- ASTM -OS/A-STM 998-CB___ 13' 4 SECTIONS 19'4 SECTI 21' .. p.,_ .d __ �c� Imo.-. Imo..-,,T 1T-3 3 SECTI0115/a'6 SECIKA!S 21' 9 II Al - Ute`III 0 p jA— III' III _ ` 11 I I 1 -a'2 sEcnola 18 6 SECTIONS zt' �V ���JJJIII [_J'I 111---___ Dy' W 11 4�Iti=�J I s 1J'-e 1 SECTION ie' 7 SECTIONS 21' PRODUCT RENEWED 14 8 SECTIONS 21 - 1W-O"TO 11'-10' �. 14'-0 TO 1 '-10" -_ I s complyl�n9 with tan Florltle S •„ 14'75'6 SECTIONS 18'3 SECTIONS 21' a.l Building C de '.v i A• t4-6 s sEcnoNS is {SECTIONS 21 DOOR WIDTHS NCA-No. 16-0330.01 = ND•70582�,)*- y b 14-9 4 SECTIONS:Ie s SLTCDONS 31' ---. _ - __ Exlrr.t t•0312912022 uTeoF drawing -- vADTHS 1a J sEcnois to 6 sOCIOxS xt' 0 _ ' 1aa z sEtTows fre 7 sEOnaa 2i - - Lsr n no. 1s=c 1 Secnow-ie a sEciois xl a11em1 otluct control oRIO�:'p 05-03 15'-8.9 SOCTIONs 21 _ t2'-0'TO I3'-1G• .� _ _ t5 1r To 16'-z`_ _ _ ' �i`SS�pHAI�� 16 6 SECTIONS 18'{iF.CT10115 21 11 - DOOR WIDTHS - DOOR WIDTHS N I 11aheeE 1 of $ 24 GA. STEEL PANEL 1/2"X 1-3/4"X IB GA. j p W FORMED f EACH PANEL AN L to FLAPS RENT OVER PANEL Z n W V W � V O 1 q0 n .� 16 GA X 2-1/4"X 3/4'X 2' a N�.A CALK STEEL U BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES _ I ❑W I TWO} 14 X 5/8'S.N.S.AND TO ENO STILE 1/2'PUNCHED HOLES I 7 W/FOUR}14 X J/4'SELF DRILLING SCR. -_:T- O 1'O.C. IC N 00s; }� 00 ° \ 3/16"POP RIVETS 16 GA.X 2-1/4'X 3/4"X 2- 16 Q.X 2-1/4'X 3/4"X 2- AT 4'O.C. ; V,Z 01¢ QALY.STEEL U.BAR REINFORCING TRUSS A. _ GALV.STEEL U.BM REINFORCING TRUSS 6 FOR 21'STILESO 6S O BUTfdA OF PANEL(BUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES f5)FOR 18"STILES 1 z 1 9 ElO A.INTERMEDIATE STILES ST TWO W/TWO} 14 X 5/B'S.M.S.AND TO ENO STILE _ W r }11 X 5/B'S.M.S.ANp TO ENO STILE W/FOUR} 14 X 3/4"SELF DRA.UNG SCR. , W/FOUR}14 X 3/4'SELF DRILLING S. X --_ 16 GA. 2-1/4'X 3/4"X 2" GALV.STEEL U.BAR REINFORCING TRUSS I TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES OPEN TUBE O BOTTOM W/TWO}14 X 5/B'S.M.S.AN TO END STILE OF I .PANEL W/FOUR/14 X 3/4'SELF DRILLING SCR. Ami O Q 1 O AD O pe L j M END STILE ZZto I .D24"STL. PANEL 1 N W 1ST SECTION (ROTTOMI INTERMEDIATE SECTIONS �e SECTION Z K ournDE OF O O 3 REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS - O Z TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL - w O,n= OPTIONAL STOP MOULDING N BY DOOR NSTAL ER_-. 17 N }14 X 5/8"SMS 2.-S STEEL TRACK BRACKET FASTENED a PER HINGE TO WOOD JAMB WITH 3/4"X 2"X 2-1/2"X.049"STEEL 5/18'X 1-5/8"LAG SCREW" 1/2'X 1-3/4'X.058'FORMED STEEL END STILE,CONNECT TO PANELS WITH ((FU11.Y THREADED CLUED TO PANEL AND SECURED TO (4)3/16- FLAPS ANO(4)3/16'ALUM RHES HEX WAS.EA HEAD TYPE SEE DETAIL ABOVE ENO STILE WITH J/18'POP RNETS O 12'O.C. POP RIVETS SOLID BRASS DOOR VIEWER AND PUNCHED FLAPS SOUTHERN PINE 8Y 'SCHLAOE SECURITY HARDWARE' 0.55 S.O. 3/4'X 1-7/8'X 2-1/2"X.049• '4' ,STEEL CENTER STA.E, EDGE INSTALLED IN 9/16'DIA. HOLES IN CENTER STILE p • .� FOR QUANTITIES SEE SHEET 1 DISTANCE POSITIONED AT EYE LEVEL o i` GLUED AND RNETED TO PANEL ¢§ 1 INN. / 14 X 5/8'S.M.S. (2)3/I6' 4/HINGE PGP INIVEIS $') —_ _ ` 1 3/8'POWER-BOLT BY'POWERS' _- 2'MIN.EMBED INTO CONC. c e e 2'WN.EOCE DIST.ONE PER BRACKET 5 g N 1.9'X 2.19"X 3.3'X 090' SEE SHEET 33 FOR BRACKET SPACING 0 S W d TT STEEL TRACK BRACKETS I I _ SEE SHEET 3 FOR SPACING 1L1 It,t 9 (z)J id'011'615. th BOTTOM I PRODUCT yCy 9RENEith IWEDH� ; [ 1/t-20 55 BOLT Boild i,g Codes ` 70SPt 1 k 7-1/2"X 3'X.071' NOA-No. 16-0330.01- Ns STEEL TRACK 7-1/2"%Y X.071' END ROLLER HINGE R N� 1 14 GA.X 2-1/8•X i-(STANDARD) CALV.51EE1 CENTER lxPlrali0n 1.03/29/2022' 7/16'PUSHNUT HINGE 12 CA X 3-6/16'%1-1/2'(OPTIONAL) 1.82'DIA.X .50'STEEL ROLLERS(SID.) [drawing no. iASTENED TO TPAb(PLATE$ INSTALLED ON BOILER SHAFT OF i• Q 1.BZ'DIA.%.50'NYLON ROLLERS OPTIONAL W/1/4-20 X S/6'TRUSS H0. � ; 9 - OgOF•,•' ROTTED M.S.a LOCX NUT INTERIOR SIDE 2.75"DIA X.50'STEEL ROLLERS OPTION/U.- IW,NNn a•Product ontrol 05-03 SECTION R-R 2.75'OTA,X.50'NYLON ROLLERS(OPTIONAL) �/Q(�t• 1 WITH 5"STEAM hmillL �Bhee!tot_-3� POP RIVETS 2%2 x 1/e'HOF62.ANGLE _ 2' 2-3/4`X S-1/2"X 3-X .104' S/1B"X 1-5/8" lM SC16- INTO WOOD OR HOR17.TRACK SUPPORT, SPOT TWO WELDED TO HOR12.TRACH {� l 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD,ON DOORS 1��1I //` WITH 7W0 WELDS AT 1-1/Y APART J / TOPGAILROLLER BRACKET ON EACH SFDE WITH 1-1/4"EMBED INTO MASONRY EX(�E[DING 8 R.N HENAIT FIRSTIAT 3"O.C. j FASTFWD W/(6)f 14 X 5/8"S.M.S. 3 PER BRACKET A -I REST AT 8"O.C.-- o CONNECTED TO FLAG BRACKET ANGLE Z n W/3/8-16 x 3/4'BOLT&NUT h a .090 THK.GALV.STEEL ADJUSTABLE 2-1/2"x 4-1/4"X 13 GA,STEEL PLATES - -- ANO TO SPRING SAFE GUIDE WITH !�� M W SLIDE FASTENED TO BRACKET - WELDED TO t-1/2'X 1-1/2'X 14 CA.ANGLE -- A—J (2) 1/4-20 X 5/8"BOLT& NUT F m 'r W/5/16-18 X 3/4'IICX HEAD FASTENED TO TRACK M.SCREWS&NUS., WITH(4) 1/4-20 SS.BOLT&NUTS HOWL TRACK LENGTH`OPENING HEIGHT PLUS 12" 0 W N _TOP DRACKET O. 1CNu (STANDARD) TOP ORACKET O j (OPTIONAL)- VERTICAL TRACK h LOA HEADROOM DOOR - - 14 GA.GALV.SFEEL TRACK 2-//B'X I-x.DBD" SECTION A-A VV O�I,TPH .A.. HORIZONTAL REINFORCEMENT - 0 a a 8 1 1/2"X 1-3/4"X.058"FORMED STEEL Q d) O VERTICAL SED PANEL AS SID FASTENED TO 2'X 5-1/2'X.104" a.N Z& tt (2)3/16'POP RIVETS FASTENED W/ 4)1 14 X 55//6'S.M.S.Y. a�w TDP ROLLER BRACK FOR —__._�_._ DOOR SECTION HEIGHTS BRACKET PLACEMENTS lL 2 HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR"OPTION HEM>fR 1ST 2ND 3RD 4TH STH 61 82 83 04 85 88 67 68 4(W q F 1/2-X 1-0/4'X .058"FORMED STEEL B'-0" 16.18" 16"16' A 1'TO 2'11-3 4 23' 34" 45' 56' GLUED 10 PANEL.AM FASTENED TO - -- 8'-6" 21'16' 18'21`N/A 1'TO 2"11-3/4' 23' 34' 46' 58' 67'- -- -- VERTICAL STILES WITH - _ _ (2)3/16"POP RIVETS T_-0'_21'21' 21 21'N/A 1"TO 2'11-3 4 _23" 34' 45' S6" 67" S/18'MEETING RIB 18'18" 18"1-TO 2'it-3/4' 23' 34' 45' S8• _BT 76-1 { 18.18" 21"t'10 2'11--3/4' 23• 34' 45' S6• 67• 78-1/4 1.82'OIA X.50'ROII.kR5 fir, _ -SECTIONS ARE NUMBERED START M.AT THE BOTTOM K Do '� W/.44 DIA X 4-1/4"STEM }i FOR DOORS MORE THAN 8 FT. HIGH,DISE ADDITgNAL TRACK BRACKETS AT 10"O.C. O. h O OPTIONN.INSULATIONS: rs o ) i BY'OYPIAST PRDDUCT$_L rN _- - _ (Wj Q EPS-EXPANDED POLYSTYRENE DENSITY 1.05 PCG � � 1.8"%2.19'%3.3"X.090` U 2 f N OA#11-0926.07 - STEEL TRACK BRACKETS L7 Z OR 2-3/16"HIGH ...I .W o ISO-2$POLY-ISOCYANURATE CONNECTED TO TRACK WITH Q n DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. Z ----- NN O.&111-0926.06 O Z +1 BY'CELLOFOAM NORTH ALffRIG' W R _ DENSITY- 1.03 PCF _N ^ N.O.A./15-1203.04 Q<j OR BY'INSULFQAM LLC' DENSITY-0.92 PCF _1 N.O.A.f14-0311.OB 1... 0 14 CA ONLY.STEEL - I ROLLER HINGES FASTENED g" W/(6)f14 X 5/8"SMS - - m MIN.X24'ROLL FORMED STEEL PANEL DRAWING OUAIAY G-40 ° MIN.)ELO STRENGTH- 34 KSI WITH PRIMER AND BAKEO-ON n POLYSTER PAINTED TOP COAT TRACH CONFIGURATION APPLIED TO BOTH SIDES OF STEELIf s g 6 VERTICAL LIFT HIGH UFT STANDARD LIFT LOW HEADROOM o'3 DOUBLE TRACK 0. 12 GA CATV STEEL AVAILABLE TRACK OPTIONS �- 60TTDM BRACKET FASTENED J W/(4)/74 X 5/6"SMS Y L1I1II A /� PRODUCT RENEWED �s complyyingg with Iho FIorWs BOTTOM SEAL OPTIONS BuNdlog Codi r�SEE SHEET 4 NOA-No. 10-0330.01 _ Explmtbn to 03/2912022 SECTION A-A BV > sr OF drawing no. Niami Product Control `R !P•` 05-03 A SEE SHEET 2 FOR LOCATION Y1 N sheet of--- OF REINFORCING TRUSSES ,/`C�7 NAI. 14� Im REIN 3j4' 4.- SWTESETL' .x4CEMENf N. /B X 1" MED WIT%.038` 4. ctffl DIST. SELF DRILLING SCREWS e X t' i 3 I m 3/16''RINE%'STEEL RIVETS OR DRILLING SCREWS Z b n MULTICRIP W/DOME NFAp 16''RIVE%'STEEL RIVERS h \ \ g AT 48'O.C. p ULTIGRIP W/DOME HEAD Fa; I "I REINFORCEMENT 49'O.G C 1/2'X 1-1/4'%.058' 1/4'DIA.LAC SCREWS 1/4'DIA,LAG SCREWS FORMED STEEL D 1 AT 6'FROM ENDS 2» I AT 6'FROM ENDS OANO12"O.C. AND 12'O.C.MAX. -�__ W'STRIP ADAPTEROmAWNINUM MMfER 7�Fr 8 a o o 8 7 RUBBER W STRIPPING-/` RUBBER W'SRRIPPINC Q' m gds �w S .G.j�M1 054 .700 040 J ZO d�l { I I 348 Q W m BOTTOM SEAT. OPTIONS OPTION OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SC-0.55 MIN.) o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BOCK ATTACHMENT Cl TO W000 STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCATgSIG NS/DEN <� WILL BE REQUIRED FOR DESIGN OF GATtAOE DOOR ANCHORAGE. 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