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HomeMy WebLinkAboutProduct Proval MIAMI•DADE MIAMI-DADE 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.Eov/economy DAB Door Company,Inc. 12195 NW 98"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 up to 16'-2" w/ Window Lite Option (DP+48.0,-52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05 Rev M,titled"24 GA. Roll Formed Steel Sectional Garage Door",dated 02/23/1998 and last revised on OCT 03, 2017, sheets 1 through 6 of 6,prepared by Al- 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 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 revises NOA#15-0302.01 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. 17-1018.11 MIAMI•DADE COUNTY Expiration Date: July 21,2020 Approval Date: December 14,2017 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 98-05, titled"24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA #11-0414.13" 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-07-4267, dated 06/29/2007, 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-11-3206,dated 02/10/2011, 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-T101,dated 01/29/2011, signed and sealed by Candido F. Font,P.E. "Submitted under NOA # 05-0217.02" 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., Test Report No. HETI 03-1328,dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door"prepared by Hurricane Engineering& Testing Inc., Test 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, Test 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 #14-0814.08" 1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. a 1. L I haq 1. Chanda,P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21,2020 Approval Date: December 14,2017 E- 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0128.01" 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq,P.E. 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 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-C I 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 Are 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"BEHAU non-foam PVC extrusion material',prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by L L. Doldan, P.E. F. STATEMENTS "Submitted under NOA #14-0814.08" 1. Statement letter of code conformance to the 5'edition(2014)FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. �- Ish q I. Chanda,P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21,2020 Approval Date: December 14,2017 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 98-05 Rev M,titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998 and last revised on OCT 03,2017, 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 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 (611 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 11115-0302.01, expiring 07/21/20 Ishaq I. Chanda,P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21,2020 Approval Date: December 14,2017 E-3 O 7-1/2" X 2-1/4" X 18 GA. TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" m GALV. STEEL CENTER HINGE - -- PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER �� o W/ (4) #14 X 5/8" SMS 0+ \ FASTENED TO END STILE WITH TO BE INSTALLED AT 10 WITHOUT DELRON SLEEVE (STD.) j (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE I 81 0 7-1/2" X 3" X .071" GALV. STEEL I Q © 1 SEE SHEET 4 FOR TOP BRACKET OPTIONS Z j END ROLLER HINGE I W/ (6) #14 X 5/8" SMS I j 1 CENTER STILES A � r M W a WITHOUT DELRON SLEEVE (STD.) p 6 O SEE SCH. 'A' r y H a WITH DELRON SLEEVE (OPTIONAL) I i Q a a c7 o � " 7-1/2" X 2-1/4" X .071" 0 0 w N m ED E3 a GALV. STEEL CENTER HINGE �- IN W/ (4) #14 X 5/8" SMS LOCK WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR � 13 1 0 � N r i pui 1" W X .15 THK. LATCH. oo O IL 0 g CENTER HINGE _ _ _ 1I STANDARD LOCK �� r r �, Z 0 N SPRING LOADED SLIDE BOLT (BOTH SIDES + x o o Q w O LL FASTENED W/ (4) #14 X 1/2" S.M.S. `� w o w o {L Z N - m 5/8" MIN. LOCK ENGAGEMENT �� B B x 02 m x m ,1j rry CONFORMS TO SECTION 1008 REGARDING 00 � o 0 o Q Z M E w GARAGE DOORS `� N N w- O of w o z o .158 DIA. GALV. AIRCRAFT TYPE © $_ — _  _  _ _ - — m fO m CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR _— __ 7" X 3" X 0.1" _ — —� z t0 oM STEEL PLATE C WITH (4) #14 X 3/4" t� o N w NO o SELF DRILLING SCREWS a � � LL N > BRACKET BRACKET El STD. LIFT DOOR LOW HEADROOM m DOOR OPTION = = = .. o O 00 c o TOTAL # OF N N DOOR 'U' BARS AT OPTIONAL VENTS OPTIONAL FLUSH FACE L A o U HEIGHT CONSISTS OF EACH DOOR 7-7/8" X 3-1/8" X .070" (3) 5" WIDE AT 7" O.C. MAX. o in OPNG. AREA NOT TO EXCEED 120 SQ. IN. WOOD GRAIN DESIGN STEEL PLATE J O CD "+ 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" MAX. DOOR WIDTH J O Z WITH (4) #14 X 3/4" SOS - o g 6'-9" 1 SECTION 18" 3 SECTIONS 21" 16'-2" � 0 01 0 7' 4 SECTIONS 21" - DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA d rn 0 7'-3" - - 3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND c� Q N 0 .. 7'-6" 5 SECTIONS 18" - ASTM E1886-05/ASTM E1996-09. N p _ .2 7'-9" 4 SECTIONS 18" 1 SECTION 21" OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR GENERAL NOTES 0 8' 3 SECTIONS 18" 2 SECTIONS 21" HANDLE e'-3" 2 SECTIONS 18° 3 SECTIONS 21" 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED T(1 COMPLY WITH THE 8'-6" 1 SECTION 18" 4 SECTIONS 21" DAB BOORS INC. REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA 8'-9" 5 SECTIONS 21" - Hurricane Master® Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 9' 6 SECTIONS 18" - " LOCK BAR GUIDES Max. Size 16'-2" X 16'-0" High 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS r i i 4 9'-3" 5 SECTIONS 18" 1 SECTION 21" 4 INSTALLED ON END STILE With Window Life Option AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 9'-6" 4 SECTIONS 18" 2 SECTIONS 21" WITH (4) #14 X 5/8" SMS c F r r a 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" " Q DESIGN PRESSURE RATING = + 48.0 PSF 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. w w w o .18T X .6W LOCK BAR 1- 2 SECTIONS 18" 4 SECTIONS 21" 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o ENGAGES IN TRACK - rJ2.O P$F i i w 10'-3" 1 SECTION 18" 5 SECTIONS 21" COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' REQUIREMENTS OF THE 2014 2017 FLORIDA BLOG. CODE & ADOPTED STANDARDS. e1 1 10'-6" 6 SECTIONS 21" - / z° o z 10'-9" 6 SECTIONS 18" 1 SECTION 21" CENTER STILES CONFIGURATION 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 11' 5 SECTIONS 18" 2 SECTIONS 21" OUTSIDE KEYED LOCK DOOR WIDTHS # OF CENTER STILES FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Lj 11'-3" 4 SECTIONS 18° 3 SECTIONS 21" OPTIONAL ®® ® OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 8'-0" TO 9'-10" 2 WATER INFILTRATION RESISTANCE ETC. 1V-6" 3 SECTIONS 18" 4 SECTIONS 21" LOCK BAR LOCKING SHOWN 10'-0" TO IV-10° 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ,o M 1V-9" 2 SECTIONS 18" 5 SECTIONS 21" AND TO BE REVIEWED BY BUILDING OFFICIAL. O o o 0 0 5 ALTERNATE TO 12'-0" TO 13'-10" 3 .0 "i d 1- 1 SECTIONS 21" 6 SECTIONS 21" SPRING LOADED SLIDE BOLT ) o o 8'-0" TO 9'-10" 14'-0" TO 116'-2" 4 6. MANUFACTURER'S LABEL SHALL 17 LOCATED FLORIDA READILY VISIBLE LOCATION 0 a 12'-3" 7 SECTIONS 21" - LOCKS SHOWN ABOVE ,� 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" DOOR WIDTHS 15'-11" TO 16'-2" 5 L ACCORDANCE WITH SECTION SECTION 17 .9 FLORIDA BUILDING CODE. w 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" LABELING TO COMPLY WITH SECTION 1709.9.2. .\\\III IIIaj O 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3" 3 SECTIONS 18` 5 SECTIONS 21" Ib�II' 14 X 3 4 SELF DRILLIN G SCREWS �� ��✓ °i ® ® ® ® ® ® MAY BE USED � e,®OBNy+.��® �® N 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 1wthe ` �•'• ® i1 13'-9" 1 SECTION 18" 7 SECTIONS 21' IN LIEU OF #14 X 5/8" SMS n F 14' 8 SECTIONS 21" - vNo PT-'�(?� °t 10'-0" TO 11'-10" _ 14'-0" TO 15'-10" _ m O592 m w 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" nale 6 r= DOOR WIDTHS DOOR WIDTHS o e 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" �` c L 14'-9° 4 SECTIONS 18" 5 SECTIONS 21" 6 ���� ��i e+i'1`°4 g`'�pp �® v0 15' 3 SECTIONS 18` 6 SECTIONS 21" Pa 6eeCk Q,'! ."Q@'m1 ® ® = ® ® ® ® ® ® ® ® ® ® Cal f• 6�I ' ( -7 ®®�,• Sq qE OR �fe [dnaw;ing no. 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" i • "4 15'-6" 1 SECTION 18" 8 SECTIONS 21' va�� °°°•••• ��� �� -05 1569" 6 SECTIONS 18" 4 SECTIONS 21" FOREU T AR PLACEMENT 12 DOOR WIDTHSI O" ( `o- 15 DOOR WIDTHS 2 '', �\\``` sheet of 6 SCERON 4 SCETION 8 SCETION 8 L 7U O I SCETION 3 SCETION 7 SCETION 7 CO m rn SCERON 2 SCETION 6 SCETION 6 Z eyj IQ QW q K g @ N 0, SCETION 1 SCETION 5 SCETION 5 a' 0 0 ` O OWCq N 4 SECTION DOOR SCETION 4 SCETION 4 O. m HEIGHT RANGE 6'-6" TO 7'-0" O F LL (3) U-BARS SCETION 3 SCETION 3 C U m (0 SCETION 2 SCETON 2 a W m M 0 0ILa< SCETION 5 SCETION 5 SCETION 1 SCETION 1 0 0c Q W 7 L a SCETION 4 SCETION 4 8 SECTION DOOR 8 SECTION DOOR Ia. Z O E a HEIGHT RANGE 12'-6" TO 13'-3° HEIGHT RANGE 13'-6" TO 14'-0" J O N Q SCETION 3 SCETION 3 (5) U-BARS (6) U-BARS Q W m r SCETION 2 ESCERON SCETION 9 SCETION 8 N G � J M 5 SECTION DOOR 5 SECTION DOOR scErloN 7 HEIGHT RANGE 7'-6" TO 8'-0" HEIGHT RANGE 8'-3" TO B'-9" z o (3) U-BARS (4) U-BARS M SCETION 6 C p w — 0 x n M L2 0 SCETION 5 w C w aa � SCE 6 SCETION 6 h 0C-S SCETION 4 C 0 CO SCETION 5 SCETION 5 U -0p kj SCETION 3 N SCEnON 4 SCETION 4 00 Z SCETION 2 p t SCETION 3 SCETION 3 ¢ m O) SCETION 1 Q N N SCETION 2 ESCErION 9 SECTION DOO HEIGHT RANGE 14'-3" TO 15'-9" (6) U-BARS u 6 SECTION DOOR 6 SECTION DOOR HEIGHT RANGE 9'-0" TO 10'-3" HEIGHT RANGE 10'-6° SCETION 10 0 (4) U-BARS (5) U-BARS PROD C E REVISMo r r N SCETION 9 A.�sere w}tY the c> K z za a SCETION a Receptxnee NO 17-019- 1 y � c�i u o SCETION 7 @, oste "Z. 0 0 0 0 a f [ z z z SCETION 6 SCETION 7 k; / �" ''/^ ,"" lket a n r ri SCETION 6 0 0 f f f D SCEfION 5 N O O SCEiION 5 LEI c SCETION 4 LCEONV\ON®. 0592 ai SCETION 2 e e e o 0 ® SCETION 1 m ° • m O 7 SECTION DOOR . �A® HEIGHT RANGE 10'-9" TO 12'-3° ® ®�°• �Q ` drawing n0. (5) U-BARS 10 SECTION DOOR {•. a 5c7[ �a> ��®R\®�°° �� 98-05 HEIGHTR •_O" OE ) U-BARS ,/'�B�j�®��`�\\ `` sheet 2 of 6 - � Q 24 GA. STEEL PANEL 0 I z W m ® FLAPS BENT OVER PANEL a C Z M '4 * F 2 >. N C¢7 � Q1 Qi N �. OO ` p - - a N v to 1/2" PUNCHED HOLES IIO- ~ _ - ® 4" O.C. �'1 O O A m v0 > M USE REINFORCING 'U' BAR AT 0. 0 TOP SECTION ONLY AT 0 S � 0. 0O A 16 GA. X 2-1/4" X 3/4" X 2" FOUR SECTION DOORS '1 U (A d GALV. STEEL U.BAR REINFORCING TRUSS 16 GA. X 2-U.BA X EINF X 2" W N O N ® BOTTOM OF PANEL TRUSS FASTENED TO GALV. STEEL U.BAR REINFORCING TRUSS - - C Z � VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES -__ Q W N u 0 #14 X 5/8" S.M.S. AND TO END STILE W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE _ _ Z O 2 W/ FOUR #14 X 3/4" SELF DRILLING S. W/ FOUR # 14 X 3/4" SELF DRILLING SCR. l '� Z W a 1p Q W M 5 W 0 I 1/2" x 1-3/4" x 16 GA. OPEN TUBE w m - - Pl ® TOP & BOTTOM N OF EACH PANEL 3/16" POP RIVETS ¢ co AT 4" O.C. o (6) FOR 21" STILES DO O _ (5) FOR 18" STILES zo �j a0 n c o 7TRFA -1/4" X 3/4" X 2" V)) io U.BAR REINFORCING TRUSS ENED TO VERTICAL INTERMEDIATE STILES14 X 5/8" S.M.S. ANO TO END STILE END STILE 14 X 3/4" SELS DRILLING SCR. o E .024" STL. PANEL w 00 O o 1ST SECTION BOTTOM INTERMEDIATE SECTIONS TOP SECTION v OUTSIDE OF D00 � � 3� REINFORCING REINFORCING 0 z c� N s o OPTIONAL STOP MOULDING rn W 90 BY DOOR INSTALLER = m - STEEL TRACK BRACKET FASTENED �_� ap F TO WOOD JAMB WITH #14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .049" STEEL 5/16" X 1-5/8" LAG SCREW 6 PER HINGE END STILE, CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND (5) OR (6) 3/16" ALUM RIVETS HEX WASHER HEAD TYPE A 1/2" X 1-3/4" X .058" FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER M r, t, SOUTHERN PINE w m END STILE WITH (4) 3/ifi" POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' 0.55 S.G. EDGE - 1-7/8" X 2-5/8" X .049" STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE CENTER STILE, GLUED AND RIVETED DISTANCE x F ? N <% POSITIONED AT EYE LEVEL o TO PANEL W/ (4) 3/16" RIVETS - w w POP RIVETS c" c" u /2" MIN. # 14 X 5/8" S.M.S. o° o 11-3/16 i°�fTtBMGCC✓IfL . x x I EDG T. i as 4/ HINGE i �o � I,. Ymoaldng Cmk N z z z Acceptance No -`(0 P(• I ' ' Es a Dte 2- o 1-3/16' I j� 3/8" POWER-BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. Ey g(„ `� a."-4-- y C 2" MIN. EDGE DIST. K*IW/j rY� '. 0 0 o 0 0 ONE PER BRACKET .) o o 1.9" X 2.19" X 3.3" X .090" SEE SHEET 3 FOR BRACKET SPACING o o y STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING i ®t1108B 11#/ Or N ® a N H 1/4-20 SS BOLT m 0.70592 a •I n n 7-1/2" x .oso" INTERIOR SIDE 7-1/2" X .071" & NUT e e �3 e :3 °' GALV. STEEL END ROLLER HINGE - STEEL TRACK CENTER HINGE 14 GA. X 2-1/8' X 1" (STANDARD) �m 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/8" PUSHNUT 1.82" DIA. X .50" STEEL ROLLERS (STD.) ®® S qB OR �e drawing no. FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) i �e W/ 1/4-20 X 5/8" TRUSS HD. 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) {g�� (..: ies�� ..•°°•RB®�'°•����� 98-05 SLOTTED M.S. & LOCK NUT 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) '-" '" ,f s/x SECTION B-B WITH 5" STEM ®®/89111 B111i sheet 3 of 6 POP RIVETS 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE / ` m 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, U 2-3/4" X 5-1/2" X 3" X .104" - - FOR DOOR HEIGHTS WI 7 FT. o 5/16" SLEEVE ANCHORS CENTER SUPPORT REgD. ON DOORS �n GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EX REEDING 8 FT. IN HEIGHT WITHOUT INSULATION OR WINDOWS, p TOP ROLLER BRACKET ON EACH SIDE / �1 2" X 2" X 1/8" HORIZ. ANGLE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 7 FT. OR 00 FASTENED W/ (6) # 14 X 5/8" S.M.S. _ DOORS WITH INSULATION OR WINDOWS ZSPOT .090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WI M. IV, WELDS D AT 1-11/2" APART TO HORIZ. TRACK F. "� c SLIDE FASTENED TO BRACKET - WELDED TO i-1/2" X 1-1/2" X 14 GA. ANGLE -- A f J FIRST AT 3" O.C., REST AT 9" O.C. r W Z m < W/ 5/16-18 X NUTS. HEX HEAD FASTENED TO TRACK - -- CONNECTED TO FLAG BRACKET ANGLE Q N 0 M. SCREWS & NUTS. W 3 8 16 X 3 4 BOLT & NUT IL I N WITH (4) 1/4-20 SS. BOLT & NUTS _ __ / / - / HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH C N M TOP BRACKET (2) 1/4-20 X 5/8" BOLT & NUT a Lu N (STANDARD) TOP BRACKET LOW HEADROOM DOOR 0 ? N r 14 GA. GALV. STEEL TRACK 0 j M HORIZONTAL REINFORCEMENT cr 0 m °o 1/2" X 1-3/4" X .058" FORMED STEEL VERTICAL TRACK C IL 0 .i GLUED TO PANEL AND FASTENED TO 2-1/8" X 1^ X .080" C 0 VERTICAL STILES WITH 2^ x 5-1/2" x .104^ SECTION A-A 0 0 O of1i (2) 3/16" POP RIVETS GALV. STEEL Q w O LL FASTENED W/ (4) # 14 X 5/8" S.M.S. Z N _ ro TOP ROLLER BRACKET FOR < SECTION HEIGHTS BRACKET PLACEMENTS ' C LOW HEADROOM DOOR OPTION DOOR J ,i HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH Bt B2 B3 84 85 B6 B7 B8 Q w m F r 1/2^ X 1-3/4" X .058" FORMED STEEL 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 0 GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - o (2) 3/16" POP RIVETS 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - m 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" N 5/16" MEETING RIB ¢ n _ 8'-0" 21•, 18" 13" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4' Q+ 1.82" DIA. X .50" STEEL ROLLERS w *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM z W/ .44 DIA. X 5" STEM o00 = i FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. c _ o zm N 7 � N OPTIONAL INSULATIONS: p p m 1.9" X 2.19" X 3.3" X .090" - {d�{1%-£fde��Y p Q BY 'DYPLAST PRODUCTS LLC' STEEL TRACK BRACKETS ghyiti i ,� v� 0_t ISO-25 POLY-ISOCYANURATE 2-3/16" HIGH aK if�de o m m DENSITY = 2.0 PCF m CONNECTED TO TRACK WITH Acugataa�ce Na -d •�j V 0) oN N.O.A. #16-1108.04 ) 1/4" BOLTS & NUTS. Ex'�t MeteOR BY 'CELLOFOAM NORTH AMERICA' m #q, ISG. J p Z (D N DENSITY = 1.03 PCF N.O.A. #15-1203.04 ro OR n In BY 'INSULFOAM LLC' °D 0 N DENSITY = 0.92 PCF N N.O.A. #17-0221.06 m 0 m o OoO 14 GA. GALV. STEEL 0 0 ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS m m 4 m u z o 0 MIN. .024" ROLL FORMED STEEL PANEL 0 DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED-ON `o z o � POLYSTER PAINTED TOP COAT TRACK CONFIGURATION 00 o 0 o a w APPLIED TO BOTH SIDES OF STEEL z m > z a yj a a in r N C O N M 12 GA. GALV. STEEL VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM .-o - - BOTTOM BRACKET FASTENED m o o � W/ (4) # 14 X 5/8" SMS DOUBLE TRACK a o r AVAILABLE TRACK OPTIONS 0 V`011B 191rIg�T'�® ® o O BOTTOM SEAL OPTIONS m .7 592 SEE SHEET 5 ® ® '•, V EOF ��< drawing no. SECTION A- O ut- . 0, € 1%�p' •fit 1®�.•°°�0�` 98—OJ SOF REINFORCING TRUSSES € `7i'�B�f�9QL1��X�` sheet 4 of 6 AIN REINFORCEMENT ( 1 m 1/2" X 1-3/4" X .058" l< V o FORMED STEEL 1� o #8 X 1"SELF DRILLING SCREWS z 1-1/2" MIN. OR #8 X 1" ,1OR 3/16" 'RIVEX' STEEL RIVETS SELF DRILLING SCREWS ZMom m GE DIST. ivo MULTIGRIP W/ DOME HEAD 33/16" 'RIVEX' STEEL RIVETS ON3N \_ w \ m0 AT 48" O.C. MULTIGRIP W DOME HEAD H W 0 < N ie / 'Z. N C7 REINFORCEMENT AT 48" O.C. Q 0. •¢ m 1/2" X 1-3/4" X .058" O W N `'� M FORMED STEEL O n(D a >> N 1/4" DIA. LAG SCREWS 1 1/4" DIA. LAG SCREWS W w WOOD BU AT 6" FROM ENDS WOOD BU AT 6" FROM ENDS 1O1-- t: m LL AND 11" O.C. MAX. I AND 11" O.C. MAX. O O LNLu r 1 I W'STRIP ADAPTER O > m ALUMINUM W'STRIP ADAPTER Q a 0 < .O STEEL -I RUBBER W'STRIPPING RUBBER W'STRIPPING Q; 9 z O N Q W7 L p N _ o O50 �. z q .224 534 .70E .04E J Z M ¢ w .348 Q W 01 F 1- 1.750—�i� 1.790­7­7 O PRODucrREVOW BOTTOM SEAL OPTIONS Fs campv"•Ath OPTION `A' OPTION `B' AccepewvcoN® t qxxphm"Date c' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 'ap& mdoo C@ *f C O TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN v"'i raj LL 0 WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. T FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE w c Q L� ANCHOR SPACING O VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. �n aL ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 2" Ww O 00 N 3 8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3 4" U -p 5/16" X 1-5/8" o LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8" DYNABOLT BY 'fTW' CONC. 1-1 2" 8" 3" o vni AT 11" O.C. 3/8" POWER-BOLT BY 'POWERS' CONC. 2" 8" 2" O 0 MUST SUPPORT THE LOADS IMPOSED O Z BY DOOR SYSTEM 3/8" SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 3" p 0 0 CONCRETE Vc = 3000 PSI MIN. m 0) o m 5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f m ZPSIMIN Q - 0 r v WITH WASHER & NUT "I \> AT 12" O.C. MAX. 0 WOOD BUCK CONNECTION TO MASONRY EDGE PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 o GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH z a o 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2 IN. E MIN. EMBED 1 CON X 2-1/2" X 14 GA I " vwoi " o 0 9" O.C. INTO 300E PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1-1/2" 1-t/2" CONT. STEEL ANGLE 1-1/2" o w x 2-1/2" MIN. EDGE DISTANCE vj 12 GA. GALV. STEEL 1/4- TAPPER BY 'POWERS' WITH SPACING OF / FLAT BRACKETS t3" LONG x a 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 1/16 X 2-1/2' 2-1/8" X 1" X 14 GA. y o k o / AT 12" O.C. IN DOOR OPNG. 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3 4" MIN. EMBED FILLET WELDS GALV. STEEL TRACK < z m 3" MIN. EDGE DISTANCE / AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8" TRUSS HD. 3/8" CONFLEX BY 'ELCO' OR W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT 3/8" LDT BY 'ITW' WITH SPACING OF c d e - 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o o o 0 0 3" MIN. EDGE DISTANCE TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK > o o 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF m 0 x B" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION 1lggl9 O 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY m 70592 o I ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED e e d m a a BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY g �® BUILDING OFFICIAL UPON INSPECTION. 4✓t;` / €" ® ® TEOfF drawing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lbs per Ft. 0 °° •° \®� 98-05 MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 = 420.4 Lbs per Ft. '2 q° A'® 1��1�XXV sheet 5 of fi .500 -�-.250 V m 0 * PLASTIC COMPLIES WITH �� N DOOR PANEL CHAPTER 26 OF FBC `Y 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE m a0 C Q Z N K W N 1.765 � 1.725 Q i 7/16" DIA. WASHER 1,144 0 W a N � W Q; FOF-- F LL i I 0 U, � #8 X 3/4" SMS 21 3/4" 800 v O > M a II I 0 3/8" FROM ENDS MAX. ,17B a S 0 Q O 77 j j I II AND 7" O.C. MAX. WDW. WIDTH l] ap a = * EXTERIOR FRAME * INTERIOR FRAME 0 y N II w m 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION �' w j l N I (4) #8 X 3/4" SMS a x - O MAX. 1-3/8" FROM ENDS -1 LL Z y _ o IIII I AND 6-1/2" O.C. MAX. Q N o D.LO. /J 0 Q J O L IIII .175 X .062 DEEP % rn I!I GROOVE jlli � n Z c M jljl 1/4" POLYCARBONATE LEXAN C O U ._. BY 'SABIC INNOVATIVE PLASTICS' ED ED m 0 I NOA #15-0915.08 aC 00 g J W01 o U a I 0 o w LDjiji 3 IIII -' O Z 0 N 0 p DO DO N a ro II O Ij lj IIII .175 X .062 DEEP j j j l GROOVE m o VI V VI H I \ a z O (4) #8 X 3/4" SMS INSIDE ELEVATION as;<cr�r VI = a ® 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS asCmIllwithshe 0 0 0 o 0 j j I AND 6-1/2" O.C. MAX. Es1¢&fing z rc z o WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION AtempiaaceNoY7�tb( .11 1 #8 X 3/4" SMS C' E%n I�te '3 V 203, e < I Ijl I I ® 3/8" FROM ENDS .775 X .062 DEEP B j AND 4-1/2" O.C. MAX. GROOVE Bet Cowie 'tn a m n'i d \\ \� I #8 X 3/4" SMS 1VE B99B 0 ® 3/8" FROM ENDS AND 7" O.C. MAX. r_ 7/16" DIA. WASHER N r No 70592 ® o a a . tea 5 DOOR PANEL o z4 GA. (.0z4) STEEL MIN. EXTERIOR %`d°L®° gAE0 ;°��� x DOOR PANEL 15/16" MIN. D.L. OPG. ng no. a"),� 24 GA. (.024) STEEL MIN. GLAZING BITEG'°t'. - 98-05 WINDOW WIDTH s,/�/lj/Bt t L 1 sheet 6 of 6