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HomeMy WebLinkAboutProduct Approval FDEC EIVED 1 7 2018MIAMI-�A�E unty, Purl Kgn9 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoiny DAB Door Company,Inc. 12195 NW 98th 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 Rev L,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002 and last revised on OCT 05,2017, sheets 1 through 5 of 5,prepared by Al- 0 Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE EMPACT RAMG: 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 ofthe 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#15-0304.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1018.12 hiG4tNt DApE coutvrr Expiration Date:July 21,2020 Approval Date:December 14,20X7 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets I through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200, dated 05/02/2007, signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared 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 #OS-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. C ��►a-- Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-1 I DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA#11-04.14.12" 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 AI-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 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Iasulfoam 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/I 1/2017. 4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. ".Submitted under NOA#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, ReportNo. 04-761-15019.0, dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted underNOA #14-0814.X0" 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by AI-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-2 s DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by Al-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 ISO-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 (51 Edition) and FBC 2017 (01 Edition), prepared by Al Farooq Corporation, dated 10/05/17,signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA#15=0304.01,expiring 07/21/20. Ishaq I.Chanda,P.E. Product Control-Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-3 7-1/2'X 2-1/4"X 18 GA -- PUSH NUi TOP FIXTURE 5-1/2"X 2-3/4'X 0.1" V m GaLV.STEEL CENTER HINGE ' ® \ STEEL PLATE WITH ONE 5/16-16 MS W/ NUT OPTIONAL DOOR VIEWER at W/ (4) {}14%5/8°SMS ! �� FASTENED TO END STILE WITH TO BE INSTALLED AT M WITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE ^ o p 7-1/2"X 3'X.071"GALV.STEEL1 00 1 SEE SHEET Y FOR TOP BRACKET OPTIONS m END ROLLER HINGE 00 I CENTER STILES Q W/(6) #14 X 5/8"SMS ! SEE SCH. 'A' r+A q WITHOUT DELRON SLEEVE(STD.) i I" 2 n G1 WITH DELRON SLEEVE(OPTIONAL) 7-1/2•X 2-1/4"X .071" GALV.STEEL CENTER HIND LOCK ` I d O= 4 ® W/(4) $114 X 5/8'SMS 2/DOOR �� jW WfIH DELRON SLEEVE(0 ONALI ® �' ` "`1 t Q peR ® I 11 1"W X .15 THK. LATCH., DENIER HINGE 11` STANDARD LOCK Q Z a SPRING LOADED SLIDE BOLT(BOTH SIOE� 0)p FASTENED W/(4)$14 X 1/2"S.M.S. 5/8°MIN. LOCK ENGAGEMENT �� I $ CONFORMS TO SECTION 1008 REGARDING =Fm x m u' Op ' GARAGE DOORS / ®^` \\\ 8 \1 I B^ c N o p1O��II .158 DIA GALV. AIRCRAFT TYPE 1 m Op N S o I..O1 f F CABLE&NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR ! 2-3/4-W%5-5/8°H X.090'THK 11 STEEL PLATE, 1-3/8"DEEP 1 >'11 �! -- WITH (3) $14 X 3/4" SELF DRIWNG SCREWS /1OW BRACKET BRACKETI STD. LIFT DOHEADROOM13 [3 DOOR OPTION ' tTOTAL B OFDOOR 'U'8489 AT —— OrnHEIGHT CONSISTS OF EACH DOOR 3-1/8"X.010' �� OPTIONAL VENTS U2 SECTIONS 18'2 SECTIONS 21" ATE (3)5"WIDE AT Y OC. MAX. OPTIONAL FLUSH FACE . 0 3 o In 6'-9" 1 SECTION 18' 3 SECTIONS 21' WITH (4) X14 X 3/4°SOS OPNG.AREA NOT TO IXCEED 120 50.IN. OR WIDTH WOOD GRAIN DESIGN L p o z r, Y 4 BECKMAX..ONS 21'- ' 16'-2" 2310 Lo 7=8• 5 BECKONS 18•- CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA rn N$ 7'-9' 4 SECTIONS 18'1 sEcnoN z1• INSIDE ELEVATION BUILDING CODE,TAS-202.TAS-201 &TAS-203 FOR HVHZ AND N O 8' 3 SECTIONS 18'2 SECTIONS 21" OUTSIDE RAISED PANEL EMBOSSED DOOR ASTM E1886--05/ASTM E7998-09, N p =r B'-3• 2 SECTIONS 18"3 SECTIONS 21' HANDLE GENERAL NOTES 0 8'-6" 1 SECTION 18' 4 SECTIONS 21' END STILE DAB DOORS INC. 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8'-9" 5 sEanONS 21'1- Hurricane Master®Model 824/811 REQUIREMENTS OF THE 2014(STH EDMON)/2017(STH EDITION)FLORIDA 9' 6 SECTIONS 18"- BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(WHZ). L; LOCK BAR GUIDES Max. Size 16'-2" X 16'-0" High 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS 9'-3' 5 BECKONS 18'1 BECKON 21' INSTALLED ON END STILE 9'-6' 4 BECKONS 18"2 SECTIONS 21' With Window Lite Option AND INSTALLED PER WNUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE WITH (4)#14 X 5/8'SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - 9'-9' 3 SECTIONS 18"3 SECTIONS 21" c €€n 10' 2 BECKONS 18'4 SECTIONS 21' 4 18T X .b'W LOCK BAR DESIGN PRESSURE RATING = + 36.0 PSF 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. $w v o 10'-3" 1 SECTION 18' 5 SECTIONS 21' ENGAGES IN TRACK 4.MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT 5 5 6 10'-6' 6 BECKONS 21'- O ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER DISSOALAR MATERWS SHALL MEET THE -0U U U 10'-9' 6 SECTIONS 18'1 SECTION 21' CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. 06. 0 z z 0 a K = 11' 5 SECTIONS 18'2 BECKOUTSIDE KEYED--21' LOCCENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ' 111-3,14 SECTIONS 18"13 SECTIONS 21' OPTIONAL DOOR WIDTHS g OF CENTER STILES FOR A SITE SPECIFIC PROJECT,1-LIFE SAFETY OF THIS PRODUCT,ADEQUACY 11'-8' 3 BECKONS 18-14 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® ® e'-0'TO W-10' 2 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. m 11'-9" 2 SECTIONS 18*15 BECKONS 21' ALTERNATE TO 10'-0'TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, c °1 m n- 12' 1 SECTIONS IS"IS SECTIONS 21' SPRING LOADED SLIDE BOLT 12'-0"TO 13'-10" 3 AND TO BE REVIEWED BY BUILDING OFFICIAL 12'-3"p2E ONS 21"- LOCKS SHOWN ABOVE I 8'-0"TO 9'-10° I 14'-0"TO 15'-10" 4 S.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 0 S ; 12'-6" ONS 18°2 SECTIONS 21' 15'-11'TO 16'-2° 8 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. DOOR WIDTHS 12'-e' ONS 18'3 SECTIONS 21' LABEIJNC TO COMPLY WITH BECKON 1709.9.2. O 13' ONS 18.4 SECTIONS 21' ``\\\1111111!!I/ b 13'-3' ONS 18"5 SECTIONB 21' PROPiUCf 71£VIS�i e14 X 3/4"SELF DRILLING SCREWS �� �rP••••••. 13'-fi' IONS 18"6 SECTIONS 21' ® ® 0® ® ® ® `cssplylea wi1611e Fiorw _ MAY BE USED13'-9' ON 18" 7 SECTIDNS 21' lnitlnl}O'�Je - IN LIEU OF/14 X 5/8"SMS14' ONS 21"— tZ..IoI Iz AOcsplc+a No _ 10'-0"TO 11'-10° 14'-0'TO 15'-10'4'-3' IONS 1S'3 SECTIONS 21' mte B 14'-6' ONS 1 B'4 BECKONS 21' � DOOR WIDTHS DOOR WIDTHS - •1{r= $ n 14'-9' 4 SECTIONS 18"15 SECTIONS 21' 15' S BECKONS 18'8 SECTIONS 21' l?noiM.4f Y�fil ® ® ® ® ®® ® ®® ® ®® 4 ;L li.} ;i lj i;l O 8TA OF 7,6y� drawing no. 15'-3" 2 SECTIONS 18"7 SECTIONS 21' � �•�.ORIDP. ���� OL—G1 15'-6" 1 BECTON 18' 8 SECTIONS 21' �� �� 15'-9'9 SECTIONS 21'- 12'-0"TO 13'-10" I 15'-11'TO 16'-2' ....�' ``V 18' 6 SWnONS 15'14 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS !!!!l l�j 1111\4 sheet 1 of 5 24 CA STEEL PANEL N N Z O FLAPS BENT OVER PANEL C b ® I 0 6 0 0�a ® - - CL 1/2'PUNCHED HOLES I C 0 a e D.C. 0 CD H n V� a - - 0. C0'c8 055'X 2-1/4'X 3/4'%2' 0(q3 r GALV.STEEL U.BAR RQNFORCING TRUSS I ¢2 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/TWO I N 014 X 5/8'S.M.S.AND TO END STILE - } ' W/FOUR#14 X 3/4'SELF DRILLING S. Vl s�pp&Ipa -V a Z 8$ v W$ATuj QwM Q I A°mv__�"ft No I71?— mc 2 O U - � 9 � �3/16° POP RIVETSmhe! G AT 4'O.C. (6� FOR 21'STILES N (5 FOR 18"STILES ti o0 v .024"STL PANEL c O Q END STILE rn - M S1 OUTSIDE OF DOD j a` C Q� O � b p (z1.0 N W C p IST SECTION (SOTTO INTERMEDIATE SECTION TOP SECTION =0 0 s n `oZL�n 0 t o OPTIONAL STOP MOULDING iu BY DOOR INSTALLER SOLID BRASS DOOR VIEWER o STEEL TRACK BRACKET FASTENED N TO WOOD JAMB WrrH BY N 9/16" SECURITY HARDWARE' � 14 X 5/8°SMS 3/4'X 2'X 2-1/2°%.049"STEEL � 5/16'X 1-5/8' LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH INSTALLED IN 9/16° DIA. HOLES IN CENTER STILE (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.056'FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET: i✓s END STILE WITH(4)3/16'POP RIVETS SOUTHERN PINE ,%4' 1-7/8'%2-5/8'% 049'STEEL EDGE ------...III 1/6'DIA. POWERTBOLT C 'POWERS' 0.55 S. .�� CENTER STILE,GLUED AND RNETQ) DISTANCE I A) 2'MIN. EMBED INTO CONCRETE(3000 P51 MIN.) o p r TO PANEL W/(4)3/16'RIVETS3/16° I 2"MIN. EDGE DISTANCE 8 1- MIN. 14 X 5/8"S.M.S. POP RNEfS t •X11-3/16DIA HLC SLEEVE RY'HILTI' ucCi a DIST. 1 4/HINGE °'' ',°�' 'I B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK a \' b:' 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE 1-3/16"� I 4'MIN. EDGE DISTANCE INTO FILLED BLOCK a Ir CONCRETE Vc -3000 PSI MIN. c u C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. m °g 'd_ 1.9'X 2.19'X 3.3"X 090" ANCHOR TYPE A OR B - m STEEL TRACK BRACKETSa 1 a a i (1)PER BRACKET ET SEE SHEET 3 FOR SPACING $t:E SHE3 FOR BRACKET SPACING � .AF? '% s o I 1 I 1/4-20 SS BOLT 0592 - y >I a 7-1/z'x .050' INTERIOR SIDE 7-1/2'x .071' & N� _•Cr; r_ e TRACK V. STEEL END ROLLER HINGE 14 G0. X 2-1 B°% 1 STEEL TACK CENTER HINGE l'1" / ( ) 1.82"DIA X .50"STEEL ROLLERS (STD. 12 C0. X 3-5/16'X 7-1/2'(OPTIONAL) 7/8"PUSHNIIT 1.82" DIA X .50°NYLON ROLLERS OPTIONAL \'�1 ��•'' T OF r�`� drawing no. FASTENED TO TRACK PLATES moi '•......LOP..'' ® � —2 W/ 1/4-20 X 5/8°TRUSS ND. INSTALLED ON ROLLER SWIFT 2.75'DL4 X .50"STEEL ROLLERS OPTIONAL �� OZ—Z1 SLOTTED M.S. &LOCK NUT SECTION B-B 2.75' DIA X.50°NYLON ROLLERS (OPTIONAL) '7 /it NA-�\�\�®�` sheet 2of 5 WITH 5'STEM 1111111/ POP RIVETS1-1/2'X 1/2°X 1/8"HORIZ.ANGLE u t' 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. 2-3/4"X 5-1/2"X 3'X.104' _ - 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, N VFOA GALV.STEEL WITH 1-1/4'EMBED INTO MASONRYEYREEDING 8 FT. IN HEIGHT 2'X 2-% 1/8'HOR¢.ANGLEP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II p FOR DOOR HEIGHTS ABOVE 8 F.STENED W/(6)� 14 X 5/8'S.M.S. I I 1 DOORS WITH INSULATION OR WINDOWS Z m n o SPOT WELDED TO HORIZ.TRACK b m o 14 GA GALV.STEEL ADJUSTABLE 2-1/2"X 4-1_/4'X 13 GA. STEEL PLATES WITH TWO WELDS AT 1-1/2"APART 0 5 h SLIDE FASTENED TO BRACKET WELDED TO 1-1 2 X 1-1 2 X 14 GA.ANGLE -- A+J FIRST AT 3'D.C.,RESP AT 9"O.C. f u7 W/5/16-18 X 3/4'HEX HEAD - / / CONNECTED TO FLAG BRACKET ANGLE `L x N (7 M.SCREWS&NUTS. FASTENED TO TRACK - -- 1 g W/3/8-16 X 3/4"BOLT&NUT WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH- OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH 0 10— TOP O�- TOP BRACKET - (STANDARD) TOP BRACKET (2) 1/4-20 X 5/8'BOLT&NUT 0, ♦ LOW HEADROOM DOOR W r L 14 GA GALV.STEEL TRACK 13 M HORIZONTAL REINFORCEMENT Q'& C9 0 1/2"X 1-3/4'X.058'FORMED STEEL VERTICAL TRACK Q a O Q0 GLUED TO PANEL AND FASTENED TO 2-1/8'X 1'X.080' Q vExnCAL snLES WITH SECTION A-A ID 2"X 5-1/2'X.104' � (2) 3/16'POP RIVETS GALV.STEEL w=1Jy FASTENED W/(4) A 14 X 5/8*S.M.S. LUN_o TOPP ROLLER B ET FOR • SECTION HEIGHTS BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR �{ 1/2'X HORIZONTAL REI%.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH Bl 82 B3 84 B5 B6 B7 B8 Q $5 F GLUED TO PANEL AND FASTENED TO 8'-O` 18" 18" 18" 18"N/A 1"TO 2"11-3/4" 23' 34" 45' 58' 67" - 0 VERTICAL STILf:Ti WITH (2)3/18°POP RIVETS 6'-6' 21"18" 18'21'N/A 1"TO 2"11-3/4" 23" 34" 45" 56° 67' - v N - _ 5/16"MEETING RIB 7'-0" 21'21" 21°21'N/A 1"TO 2"11-3/4" 23' 34" 45' 56' 67" - PLASIIC/STEEL ROLLERS 7'-6' 18' 18" 18° 18" 18'1"TO 2"11-3/4" 23" 34' 45' 56° 67" 78-1/4" ® 8'-0" 21'18" 18" 18' 21"1"TO 2°11-3/4 23" 34" 45' 56' 67' 1.82° DIA.X .50' W/.44 DIA X 4-1/4"STEM = *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o CO °= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. 0 O .. qZg ac H to 40 OPTIONAL INSULATIONS: a$ m FRODUCCREVISED C BY'D1P ecr PROD CTS 1 ' O iSTEEL TRACK BRACKETS.090" IU mwOylu Nllh the FWrata Ilr ISO-25 POLY-ISOCYANURATE SCR COQ ui m DENSITY-2.0 PCF m CONNECTED TO TRACK WITH Fye„ 0i1C -/�! .�2 U C) N NO.ROA J16-1108.04 ) 1/4'BOLTS&NIRS. BY' EI OFOAM NORTH AMFRICA' m .]r 'sem ` f e^ 0 Z DENSITY- 1.03 PCF o�g�� YIKKKRbtit* CaFBy p L^ N.OA 115-1203.04Lo OR m BY'INSULFOAM LLC' ¢N DENSITY=0.92 PCF N.OA 117-0221.06 m O m 8 14 GA_GALV.STEEL S ROLLER HINGES FASTENED a W/(6)y 14 X 5/8"SMS m n MIN. 024'ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 v MIN.YIELD STRENGTH-39 KSI WITH PRIMER AND BAKED-ON z s POLYSIER PAINTED TOP COAT TRACK CONFIGURATION $ APPLIED TO BOTH SIDES OF STEEL dm Ll a c m N _ _ VERTICAL LIFT HIGH LIFE STANDARD LIFT LOW HEADROOM 2 °g - 0 3 DOUBLE TRACK AVAILABLE TRACK OPTIONS BOTTOM GA GALA. F YYY7111111/ll// ASTENED W%(4)BRACKET4 X 5/88"SMS �� �IPA� ; 9 r OO BOTTOM SEAL OPTIONS _ 7592 a SEE SHEET 5 � ��� 0 8 � s rr (( ( '.••�' ,, IA OF .(U� drawing no. 1.. SECTION A—A ^ .�10 ,?. !?��` 02-21 SEE SHEET 2 FOR OF REINFORCING TRUSSES N ' At- tY� ��� sheet 3 of 5 3/4' REINFORCEMENT IN. 1/2'X 1-3/4'X.058' �� p GE #8 X 1' FORMED STEEL M N DIST, SELF DRILLING SCREWS 8 X I- �1i N k' z 1-1/2'MIN. _ = OR SELF DRILLING SCREWS z m o I E DIST. I m 3/16"'RIVEX'STEEL RIVETS OR a 3/16°'RIVER'STEEL RIVETS k MULTIGRIP W/ACOME T 48' EA q �g MULTIGRIP W/DOME HEAD f ?' w3 REINFORCEMENT AT 4B'O.C. f N 1/2"X 1-3/4'X.058' Q,O�„N�'• 1/4'DW.LAG SCREWS 1/4'DIA. LAG SCREWS FORMED STEEL 0. ffSuu�Nu WOOD BU AT 6"FROM ENDS WOOD BU AT B'FROM ENDS O AND 15'O.C.MAX. I i AND 15'O.C. MAX. O 7 rp W.STRIP ADAPTER C�o �me1 ALUMINUM STEEL ADAPTER O a C Q RUBBER W'SIRIPPINO O N Z p RUBBER W'STRIPPING � 050 .534 .700 I 34B a 1.790— —T O c n PROIXICFREVIS� w N BOTTOM SEAL OPTIONS m«aphlsBWith the FToeiGe � N OPTION 'A' OPTION 'B' b'"BesCel 0 WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 6Wntb,�L`t;!z " THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ti T to LE WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE d FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE C,¢Ci VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING ���nnn C. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. w E m c o 3 B'HLC SLEEVE BY HILTI CONC. 1-1 4 B. 2° z U 00 C r 3 8'CONFIAC BY'ELCO' FILLED BLOCK 3-3 3 8'DYNABOLT EIY'ffW' CONC. 1-tet 2-1 2 STEEL STRUCTURE BY OTHERS 0 z CD 3/8 POWER-BOLT BY POWERS CONC. o O 5/16"X 1-5/8' MUST SUPPORT THE LOADS IMPOSED p t o LAG SCREWS BY DOOR SYSTEM 318 SLEEVE-ALL BY SIMPSONS CONC. 8' 3' 01 v Ulm AT 12'O.C. CONCRETE f c-3000 PSI MINZPSI c� mmm O 5/1 e°DIA.BOLTS C-90 GROUT FILLED BLOCK f' N Q.N-•S t= WITH WASHER h NUT O WOOD BUCK CONNECTION TO MASONRY ° AT 12"G.C.I". �. I:• r EDGEs PRESSURE TREATED 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO fl I GROUTID REINFORCED MASONRY BLOCK WALL OR CONC.COWMN WNH1/4'ULTRACON BY 'ELCO'WITH SPACING OF12'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED13°O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1-t 4'X 2-1/2"X 14 GA o2-1/2'MIN.EDGE DISTANCE 1-i/2' 1CONT.STEEL ANGLE 1-1/2° ° 1/4-TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL o g 11 O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS f3°LONG na > 13'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16'X 2-1/2 AT 12'O.C.IN DDDR OPNC. 2-1/8'X 1°% 14 GA m i g m 3"MIN. EDGE DISTANCE FILLET WELDS GALV•STEEL TRACK AT 12'O C.MAX AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT.ANGLE W (2T 1/4-20X5/8'TRUSS HD. 3/8'CONFl.E7C BY'ELCO'OR W 3 SPOT WELDS AT EACH SIDE SL fA S. &LbCK NUT in 3/8"LCT BY'ITW" WITH SPACING OF /() y S 23'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2° MIN.EMBED o c 0 0 3-MIN.EDGE DISTANCE CONTINUOUS AN•F TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 'q $ TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK '> 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF G!" O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1 4'MIN. EMBED,4"MIN.EDGE DIST. W O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4'MI. EMBED AND ALTERNATE TRACK INSTALLATION `tt1711UtILrfYY' 2-1/2°MIN, EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS � � d ��•VOTEN3F'• �� a i FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY O. 0592 $ I c ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED = •• aS 13Y DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF E RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY (•�, . ST OF drawing BUILDING OFFICIAL UPON INSPECTION. .' �!/: �� RION MAXIMUM EXTERIOR(+) LOAD PER JAMB=(16.16' X 62 PSF)/2 291 Lbs per Ft. ys® Q2-2 MAXIMUM INTERIOR(-) LOAD PER JAMB- (16.16' X 44 PSF)/2 355.5 Lbs.per Ft. 77j/®NAL11tV� Sheet¢Of 5 e •, .500 F°--t-.250 U a I I o *•PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC `i 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z m n w O b C7 1.765 1.725 a 7/16'D74 WASHER 1.14471 N O W 08 3/4"SMS 21 3/4° � O O \ I I 0 3/8-FRON ENDS MAX. ,176 800 a(C 2 AND 7"O.C.MAX. WOW. WIDTH 0 1 i i i 1 * EXTERIOR FRAME * INTERIOR FRAME C S I'Ij!! 1 (a))ge X 3/4°SMS \_ ; 18M 11/8° RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION LL c 0 1-3/8° FROM ENDS 23 o D.L.O. I O Illi II AND 6-1/2"O.C.MAX. a 3 0 JEsm !I!I A BEl IIII 175 X.062 DEEP �+ m ilii GROOVE I I�I � lilj M Illi J 00 O jljl 1/4'POLYCAR80NATE LEXAN % % % % % % % C O .. I BY'SABIC INNOVATIVE PLASTICS' N M !III NOA 015-0915.08 0i �i 111 COQ� IIII rL O] W N L�j `our z o t1 c g El ED iAl N =f Illi !j I i 175 X.062 DEEP Ijli GROOVE [13 III = c o `'< til 4 g o Ii1 / (4) ®8 X3/4'sus INSIDE ELEVATION g 0 1-3/8°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 28 blomonucr&EVl6Et ago o S. AND 6-1/2'O.C. MAX. Mfug kilt tMe Floey� z z o I!!! WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION Wrl�ag Fain f #8 X 3/4°SMS © AeeepWee No - 0 "/Z f l l 1 1 ®3/8"FROM ENDS 175 X.062 DEEP >^leo Dole_"i',.t. r © OOVE _lu �_ o 1 f AND 4-1/2"O.C.MAX.NA7C - L� 0 0 8" �y 0 0 % .1 Tpd�onCwt�e1 �\ 08 X 3/4°SMS _ / I 111111 O ®3/8°FROM ENDS _ AND 7'D.C.MAX. r- _ _ ``� �p,,p A .......___ _________ �� L10EN '' % 0 0 7/16-DLA.WASHER _ _ _ _ _ _ _ _ _ _ __ _ __ _ DOOR PANEL EXTERIOR 0592 _ reo 24 GA (.024)STEEL MIN. f '�+ , DOOR PANEL 15/16'MIN. D, ' '® • TATE OP i• - BrowiL. OPG. 24 GA G (.024)STEEL MIN. GLAZING BffE � ng no. Or1G_'11 WINDOW WIDTH