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HomeMy WebLinkAboutProduct Approval RECEIVED MAY 22 2017 MAM DADS MIAMI-DARE COUNTY FILE COPY 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.eov/economy DAB Door Company,Inc. 12195 NW 981i 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 product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,44.0 PSF) APPROVAL DOCUMENT: 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 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;model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number, approval number(NOA),the applicable test standards, and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#14-0814.10 and consists of this page 1 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 A&030:4.01 Expiration`Da`te July 21,2020 MIAMI•DADEGOUNTY -�,�_ . • is Approval Date:Apri123,2015 0¢110 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #11-0414.1211 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 by Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Submitted under 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. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted under NOA#03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. a4141V)S Carlos M.Utrers,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2015 E-1 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 by Humayoun Farooq,P.E. "Submitted under NOA#09-0128.02" 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 07/1712018. 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. 10-1129.04,issued to CeIlofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/2412016. "Submitted under NDA#OS-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-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. 04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of codecoriforrnan_ce 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. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2"X 2-1/4'X 18 GA. - PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" m GALV, STEEL CENTER HINGE '^p ♦♦ STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER �� o ° W/(4) #14 X N/S8"SMSLEEVE(STD.) ' ♦1 -FASTENED TO END STILE WITH TO BE INSTALLED AT N (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE � N 7-1/2"%3"X .071"GALV.STEEL I O O I SEE SHEET 3 FOR TOP BRACKET OPTIONS o O{/(( END ROLLER HINGE p O I I CENTER STILES Q W/(6) 914 X 5/8"SMS T SEE SCH. 'A' r'A d' WITHOUT DELRON SLEEVE(STD.) F• WITH DELRON SLEEVE(OPTIONAL) ° 7-1/2"x 2-1/4"X .071' I — o 0 GALV. STEEL CENTER HINGE LOCK ♦ VIII IIIRIJI��{II(�III I�III w O WI (4) #14 X 5/8`SMS _ 2/DOOR )-� `♦♦ •ISI -- I N I WITH DELRON SLEEVE (OPTJONAL ._ - � G O ° II'r-A 1"W X.15 THK`LATCH. CIOwoCENTER HINGE ARD LOCK m GG LOADED SLIDE BOLT(BOTH SID�Sl rj-7 0NED W/(4) ®14 X 1/2"S.M.S. K Q K o 5/8"MIN. LOCK ENGAGEMENT \`♦ C ------- -_ ---' - - -- _ CONFORMS TO SECTION 1008 REGARDING ♦ -- '7 - 0 111 V aARAGE DOORS }{j---------� Z No ♦♦♦ - rILS , o o.158 DIA.GALV.AIRCRAFT TYPE CABLE&NICO-PRESS SLEEVE ` 8 A A BW/MIN. 5 TO 1 SAFETY FACTOR ' 2-3/4'W X 5-5/8"H X .090"THK.1T I I I -__= STEEL PLATE, 1-3/8"DEEP ii 1 - •,` - _ - --- - - -_-_ OD WITH (3) #14 X 3/4' .L) ° ' `♦ ° ' f. - —_- - -•— - - -- d o � SELF DRILLING SCREWS -�� 'J V w M `BRACKET/ BRACKET- STD. LIFT DOOR LOin Y! HEADROOM I N W LL DOOR OPTION Y--� - - I , Z r ui N TOTAL®OF ' W 00 z •a DOOR U'LIARS A7 ' -.- 0 HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" 1 OPTIONAL VENTS I D_' Of e W-6" 2 SECTIONS 18"12 SECTIONS 21' STEEL PLATE (3)15-WIDE AT 7.O.C. MAX. OPTIONAL FLUSH FACE O N W-9' I SECTION 18' 3 SECTIONS 21' WITH (4)#14 X 3/4'SDS OpNG.AREA NOT TO EXCEED 120 SO.IN. WOOD GRAIN DESIGN L q O Z 7' 4 SECTIONS 21'- ___,__—_- MAX. DOOR WIDTH .___ __j o 0 _^ 7'-6' S SECTIONS 18'- CENTER STILE DAD DOORS INC. m INSIDE ELEVATION a N s d 7'-9" 4 s9cnoNs te'1 secnon z1" Hu"iCone Master®Model 824/811 N O—x 8' 3 SECTIONS IB'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED, DOOR 8'-3' 2 SECTIONS 18'3 SECTIONS 21' HANDLEr\ LrK END STILE MOx. Size 16X ion16' High 0 8'-6" 1 SECTION 18' 4 SECTIONS 21 _ Wlth Window LiteLlte Optlon W-9" 5 SECTIONS 21'- #14 X 3/4"SELF DRILLING SCREWS MAY BE USED s' 6 SECTIONS 18'- IN LIEU OF X14 X 5/8"SMS DESIGN"'P..RESSURE RATING,= + 36.0'PSF 9'-3' S SECTIONS 18'1 SECTION 21" " R GUIDES ---- - 4. __ __ q..9'-6' 4 sEcnons 18'2 sEcnONs 21' D ON END ST LE 44'0 PSFaiTHIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT yta x s/e°sMs GENERAL NOTES9'-9' 3 SECTIONS 18'3 SECTIONS 21' r� 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE10' 2 SECTIONS 18'4 SECTIONS 21' �'] OCK BAR 10'-3" 1 SECTION 18' 5 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) c w 10'-6" 6 SECTIONS 21'- ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 0.-W 10'-9' 6 SECTIONS 18"1 SECTION 21' OUTSIDE KEYED LOCK CENTER STILES SCHEDULE'A' V i i 2, ANCHORS SHALL DE AS LISTED, SPACED AS SHOWN ON DETAILS. 11' 5 SECTIONS 18'2 SECTIONS 21' - - CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 121 11'-3' 4 SECTIONS 18'3 SECTIONS 21' PTO ®® DOOR WIDTHS 9 OF CENTER STILES DRESSING OR STUCCO. 11'-8" 3 SECTIONS 18'4 SECTIONS 21" LOCK BAR LOCKING SHOWNIn I��II 8'-0'TO 9'-10' 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. -• 11'-9' 2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO __ _ t0'-0'TO 11'-10` _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o 12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT I 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL, •6 0 d ry 12'-3" 7 SECTIONS 21"- LOCKS SHOWN ABOVE I 8'-0"TO 9'-10" I 14'-0-TO 15'-10' 4 s 12'-6' 6 SECTIONS I8'2 SECTIONS 21' ------===iii - 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v 0 DOOR WIDTHS 15'-11"TO I6'-2' -5 c 12'-9' 5 SECTIONS 1B'3 SECTIONS 21" ODOR TESTED IN ACCOF.OANCE WITH THE REQUIREMENTS OF FLORIDA 0 13' 14 SECTIONS 18'14 SECTIONS 21' I� BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND [3 Cl ®I � j �( ASTA4 E1886E gs/JJAVAOEAHMAD 13'-3'3 SECTIONS 18"5 SECTIONS 21' L�_-1 Ifs 11 � i 1 13'-6' 2 SECTIONS 18'6 SECTIONS 21' _ 13'-9' 1 SECTION 18' 7 SECTIONS 21" IT 11 CML ppOD1�pENEpm 9 14' 8 SECTIONS 21'- I_ �I .I FLA.PE 0 70592 r wmtbo g' 10'-0'TO 11'-10' �- 14'-0'TO 15'-10` CA.N. ate . 14'-3'6 SECTIONS 18'3 SECTIONS 21' 01didcle CoAe 8 U n 14'-6'5 SECTIONS 18"4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS A4aD1�+oo NDS 'DI o° 14'-9" 4 SECTIONS 18.5 SECTIONS 21' _ v " IS' 3 SECTIONS 18'5 SECnONS 2I' ��® _Ej® ® M ® M d242015 15'-3" 2 SECTIONS 18'7 SECTIONS 21" BY g12� 5'-6' I SECTION 18' 8 SECTIONS 21' Q2— 15'-9' 8 SECTIONS 21'- Ir 12'-0"TO 13'-10"_ _ 15'-11"TO 16'-2" _-_-� 16' 6 SECTIONS 18-14 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet oT �j 24 GA.STEEL PANEL- - N N - z - - FLAPS BENT OVER PANEL-\ O I � n F W � �r Qa oO O ® - 1/2'PUNCHED HOLES,I IL 1 - ® 4"O.C. }�,r O? M ti _ V � O'owm o 1 , Oa<os� .055'X 2-1/4"X 3/4•X 2• _ O K CALV.STEEL U.BAR REINFORCING TRUSS , O: G n 0 BOTTOM OF PANEL TRUSS FASTENED TO Ii y VERTICAL INTERMEDIATE STILES W/TWO 1 LL 2 N= #14 X 5/B"S.M.S.AND TO END STILE - - r W/FOUR#14 X 3/4"SELF DRILLING S. I W U 1 o - - 3/16POP RIVETS k z _ _ AT 4"O.C. 1 m _ _ (6) FOR 21'STILES ro 0 ® (5) FOR 18"STILES i0j .024"STL PANEL W LLj M END STILE y QJ OUTSIDE OF DOOR LL B Z 03 W E- OI K 1 IST SECTION (BOTTOM I INTERMEDIATE SECTION TOP SECTION O z = o OPTIONAL STOP MOULDING 03 Q v BY DDDR INSTALLER SOLID BRASS DOOR VIEWER ¢ STEEL TRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE' TO WOOD JAMB WITH 14 X 5/8'SMS 3/4"X 2"X 2-1/2"X .049'STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 5/16"X 1-5/6"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X.058"FORMED STEEL SEE DETAIL ABOVE �D ONE PER BRACKET CLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET' END STILE WITH (4) 3/16'POP RIVETS SOUTHERN PINE 1-7 8"X 2-5 8"X 049"STEEL EDGE LB'DL°- POWERTBOLT C 'POWERS' _ .°4', / / A) 2'MIN. EMBED INTO CONCRETE (3000 P51 MIN.) 2 a. 0.55 S. CENTER STR£,GLUED AND RIVETED DISTANCE o W w w w • ',% 2" MIN. EDGE DISTANCE TO PANEL W/ (4)3/16"RIVETS 3/16• ttF` 33 33 33 1- MIN. POP RIVEIS \•° �1-3/16 3/8'DIA FTLG SLEEVE BY'HILTP V a3i U 14 X 5/8"S.M.S. DIST. I 4/HINGE I ° ;�° .1 B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK o u$ 2-1/4"MIN.EDGE DISTANCE INTO CONCRETE I 1 L 4' MIN. EDGE DISTANCE INTO FILLED BLOCK 1-3/16' CONCRETE T'c =3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. '�°o e R'a 1.9"X 2.19"X 3.3"X .090" ANCHOR TYPE A OR 0 e c STEEL TRACK BRACKETS , , , I , (1) PER BRACKET O SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING i Engr.JAVAD AHMAD f%0DUC'rNEWEVX0 i I I FIA PE 70592 mmmupIl�11rA lwIM&fkdda 7-1/2"X .050" 7-1/2'X.071" 1/4-20 SS BOLT CA.N. 38 Am � (� a / INTERIOR SIDE & NUT { ND� o e GALV.STEEL END ROLLER HINGE STEEL TRACK CENTER HINGE 14 GA.X 2-1/8'X 1"(STANDARD) 1.82" DIA X.50'STEEL ROLLERS(STO.) 4o,5 � 1>teux� drawing no. 12 GA.X 3-5/16'X 1-1/2"(OPTIONAL) 7/B"PUSHNUT 1.82"DIA. X.50"NYLON ROLLERS (OPTIONAL) OZ—Z FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL) W/1/4-20 X 5/8°TRUSS HD. 2.75'DIA X.50'NYLON ROLLERS (OPTIONAL) SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM sheet 2 of 5 POP RIVETS 1-1/2"X 1/2"X 1/8-HORIZ.ANGLE 5/16°X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �� v / - - 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT 2-X INSULATION OR WINDOWS, 1 2-3/4'X 5-1/2'X 3"X.104° WITH 1.1 4 EMBED INTO MASONRY EX EEOING 8 FT. IN HEIGHT 2"X 2"% 1 HORIZ.ANGLE I GALV.STEEL I` ��. OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II p-- FOR DOOR HEIGHTS ABOVE B FT.OR o FASTENED W/(6) 9 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS O w SPOT WELDED TO HORIZ.TRACK 14 GA GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2"APART 2-1/2"% 4-1/4"X 13 CA STEEL PLATES FZ SLIDE FASTENED TO BRACKET A�_J FIRST AT 3"O.C.,REST AT 9'O.C. F I+I W/5/16-18%3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA ANGLE -- CONNECTED TO FLAG BRACKET ANGLE a M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X J/4'BOLT&NUT O o WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH ,;; TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT DSI (STANDARD) TOP BRACKET Q;a (OPTIONAL)- 0�"j r LOW HEADROOM DOOR O e1 1 14 GA GALV.STEEL TRACK W HORIZONTAL REINFORCEMENT W 1/2'% 1-3/4'%.058"FORMED STEEL VERTICAL TRACK 0 GLUED TO PANEL AND FASTENED TO 1 2-1/8'% 1'%.080" 0 q) K VERTICAL STILES WITH z'x 5-1/2'x .104' - _ SECTION A-A N O (2)3/16°POP RIVETS GALV. STEEL , Q pwl 3 FASTENED W/(4)() 14 X 5/8"S.M.S. TOP ROLLER BRACKET FOR J 0 m LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS �t+yl HORIZONTAL REINFORCEMENT � Q w.R S 1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH B7 B2 B3 04 0 B6 87 B11 _ GLUED TO PANEL AND FASTENED TO -/VERTICAL STILES WITH --� 6'-O" 18"18" 18" 18"N/A 1"TO 2"11-3/4" 23" 34` AS" 56" 67" (2)3/16"POP RIVETS 6'-6" 21" 18' 1B"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56 67"_ 5/16'MEETING RIB 7'-0" 21"21" 21 21"N/A 1"TO 2"11-3/4" 23" 34" 45` 56' 67" - 7'-6" 18"18" 18" 1B" 18"1"TO 2`11-3/4" 23' 34"_ 45` 56" 67" 78-1/4' PLASTIC/STEEL ROLLERS _-� g-O" 21" 18' 18. 1B" 21`1"TO 2°11-3/4` 23` 34" 45` 56" 67" 78-1/4' �. 1.82 DIA X.50` O 5c �W/.44 DIA X 4-1/4"STEM s w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM F M ®. x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK 13RACKETS AT 10"O.C. w L,1 OPTIONAL INSULATIONS; BY'DYPLAST PRODUCTS LLC' 60 o EPS-IXPANOEO POLYSTYRENE m 1.9'X 2.19"X 3.3"X .090" / ' Z F=-V) DENSITY a 1.05 PCF STEEL TRACK BRACKETS — Z N.OA$11-0926.07 OD i.1 OR m 2-3/16'HIGH / m p I ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH DENSITY- 2.0 PCF ) 1/4"BOLTS&NUTS. / O 3 A N NO.RA.011-0926.06 m _—� / o 0 Z= o BY'CELlOFOAM NORTH AMERICA' / m rn DENSITY= 1.03 PCF N Q N g w OR N.O.A.()10-1129.04 BY SITS FO.9 LLC' O ........... . DENSITY=0.92 PCF m / N.O.A.§14-0311.08 / w m ®\14 GA.GALV.STEEL - G ROLLER HINGES FASTENED W/(6) y 14 X 5/8"SMS `giE MIN. .024'ROLL FORMED STEEL PANEL w DRAWING QUALITY G-40 3 _ MIN.YIELD STRENGTH=39 KSI 33 3 ---`—WITH PRIMER AND BAKED-ON m u b 1= POLYSTER PAINTED TOP COAT TRACK CONFIGURATION `?M APPLIED TO BOTH SIDES OF STEEL J 0 02 VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM 0 DOUBLE TRACK o 12 GA.GALV.STEEL BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS W/(4) 14 x 5/8'SMS J/ Engr.JAVPD AHMAD CAVIL � � PRFREp FLA.PE 70592 =001110 y with&A F1011A0I CAN. 36 O BOTTOM SEAL OPTIONS Ae0lpL4mel4o a 8 SEE SHEET 5 o` u R BY drawing no. SECTION A—A 02-21 SEESHEET 2 FOR LOCATION OF REINFORCING TRUSSES I I sheet Sof 5 3 4' 1/2" A1-3/4 f 1 IN. 1/2"% 1TEEL %.058" �/ o DOE FORMED STEEL g8 x 1" r z 1-1/2"MIN. GIST. SELF DRILUNG SCREWS �" g9% 1'OR p I GE 01ST. SELF DRILLING SCREWS z o 9 'm 3/16°'RNEX'STEEL RIVETS OR FF cs MULTIORIP W/DOME HEAD 3/16''RIVER'STEEL RIVETS mom \ �� AT 48'O.C. 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