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HomeMy WebLinkAboutAPPROVED NOA M iAM l•DADE MIAMI-DADS covrlTY 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.gov/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 otherareaswhere allowed by the Authority Having Jurisdiction (AHJ). This NOA shall notbe valid afterthe expiration date statedbelow.The Miami-Dade County Product Control Section (In Miami-Dade County)and/orthe AHJ(in areas otherthan 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 o f 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 16ft.-2in. Wide w/Window Lite Option(DP+48.0,—52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with revision N dated 07/20/2020, sheets 1 through 6 of 6,prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 removalofNOA. 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#20-0107.05 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA-No. 20-0901.24 MIAMMADrzr TY Expiration Date: July 21,2025 Im Approval Date: December 03,2020 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 A1- 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 se aled by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pre ssure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door", prep ared 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 perASTM 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-Sella,P.E. 6. Test Report on Tensile Test perASTM E-8 of"Sectional Residential Door(skin)"prepared by Hurricane Engineering&Testing Inc,Test Report No.HETI03-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 Al-Farooq Corporation,date d 0 9/2 2/2014 an d 07/24/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera, P.E. Product Control Examiner NOA-No. 20-0901.24 Expiration Date: July 21,2025 Approval Date: December 03,2020 E- 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted underNOA#09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.C 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.C 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 AcceptanceNo.13-0717.01,issuedto 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 AcceptanceNo.11-0926.07,issuedto 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,issuedto Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on O 1/11/2017. 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 underNOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Te st p er A STM 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 underNOA#14-0814.08" 1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial intere st 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. 20-0901.24 Expiration Date: July 21,2025 Approval Date: December 03,2020 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUB 2. EVIDENCE SUBMITTED IN PREVIOUS NOA#20-0107.05 A. DRAWINGS "Submitted under NOA#17-1018.11" 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with revision M dated 10/03/2017, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. 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 AcceptanceNo.15-0915.08,issuedto SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance to the 61h edition (2017) FBC, prepared by Al Farooq Corporation, dated 12/23/2019,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA renews NOA# 17-1018.11. Carlos M.Utrera, P.E. Product Control Examiner NOA-No. 20-0901.24 Expiration Date: July 21,2025 Approval Date: December 03,2020 E-3 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with revision N dated 07/20/2020, sheets I through 6 of 6,prepared by Al- Farooq Corporation, dated 11/16/2020,signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets,approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Carlos M.Utrera, P.E. Product Control Examiner NOA-No. 20-0901.24 Expiration Date: July 21,2025 Approval Date: December 03,2020 E-4 7-1/2" X 2-1/4" X 18 GA. TOP FIXTURE 5-1/2" X 2-3 4 X 0.1" GALV. STEEL CANTER HINGE � --- / � / � m PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER #14 X 3/4" SELF DRILLING SCREWS U c O W/ (4) #14 X 5/8" SMS '�fl! `� FASTENED TO END STILE WITH TO BE INSTALLED AT MAY BE USED � U) WITHOUT DELRON SLEEVE (STD.) /' �\ (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE IN LIEU OF #14 X 5/8" SMS o 7-1/2" X 3" X .071" GALV. STEEL 00 I SEE SHEET 4 FOR TOP BRACKET OPTIONS Z M M w O 0 SEE SCH. 'A' (- A END ROLLER HINGE I 1 W/ (6) #14 X 5/8" SMS I I CENTER STILES © � W WITHOUT DELRON SLEEVE (STD.) I\ Z Q� C) WITH DELRON SLEEVE (OPTIONAL) I\ /i W 7-1/2" X 2-1/4" X .071" \ �� Q; C v toGALV. STEEL CENTER HINGE \\ - N`' m W/ (4) #14 X 5/8" SMS LOCK \ 13I a � w �- WITH DELRON SLEEVE (OPTIONAL) —2/ DOOR \�� I N I p LU a tm:'m O / I \ ( p W vi CENTER (H NGE 0 1" W X .15 THK. LATCH\\ ---- ( d 00 7- -m 0 \ ii LOCK �� — — — ( - —— -I 0 N \ ADED SLIDE BOLT (BOTH SIDES + F- _ W Z a D W/ (4) #14 X 1/2" S.M.S. `� o 0 0 Q m N a c ��\B I B 5/8" MIN. LOCK ENGAGEMENT o Q J Z M Q CONFORMS TO SECTION 1008 REGARDING Q W 01 GARAGE DOORS I 0 o 2 o ti \ � w aw � � oN N .158 DIA. GALV. AIRCRAFT TYPE © —7- 7" - - of > CABLE & NICO-PRESS SLEEVE p / - — - _ - 00 tO �- w rn W/ MIN. 5 TO 1 SAFETY FACTOR — — — U 14 X 3" X 0.1„ _ — - - — _ ¢ 0 STEEL PLATE 1 — o V a0 M WITH (4) #14 X 3/4" SELF DRILLING SCREWS N I w C ro v BRACKET BRACKET ( �" w a < = LL STD. LIFT DOOR LOW HEADROOM / I ~ TOTAL OF DOOR OPTION = o E 00 t0 7f \ / Uj C• a) N DOOR 'U' BARS AT OPTIONAL VENTS HEIGHT CONSISTS OF EACH DOOR 7-7/8" X 3-1/8" X .010" OPTIONAL FLUSH FACE L A U a I (3) 5" WIDE AT 7" O.C. MAX. o �- � STEEL PLATE WOOD GRAIN DESIGN w L. 3i o to 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" OPNG. AREA NOT TO EXCEED 120 SQ. IN. 6'-9" 1 SECTION 18" 3 SECTIONS 21" WITH (4) #14 X 3/4" SDS MAX. DOOR WIDTH J p Z `N it 16'-2" 7' 4 SECTIONS 21" - Ln v o 7'-3" - - 3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA ¢ rn ro INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND C9 m v �ASTM E1886-05/ASTM E1996-09. _ N = -6 7'-6" 5 SECTIONS 18" - RAISED PANEL EMBOSSED DOOR N 7'-9" 4 SECTION s 1a" 1 SECTION 2t" OUTSIDE END STILE GENERAL NOTES W 3 SECTIONS 18" 2 SECTIONS 21" HANDLE 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8'-6" 1 SECTION 18" 4 SECTIONS 21" DAB DOORS INC. REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA 8'-9" 5 SECTIONS 21" - Hurricane Master® Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 9' 16 SECTIONS 18" - LOCK BAR GUIDES Max. Size 16'-2" X 16'-0" High 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS w w w m m 9'-3" 5 SECTIONS 18" 1 SECTION 21" 4 INSTALLED ON END STILE AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE N m V) 4 w With Window Lite Option MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. s'-s" 4 sEcndNs 1 a' 2 SECTIONS 21" WITH (4) #14 X 5/8" SMS N N C = _ = N N 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 4 DESIGN PRESSURE RATING = + 48.0 PSF 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o w w w o 0 10' 2 SECTIONS 1$" 4 SECTIONS 21" 18T X .6W LOCK BAR 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o z z o 0 ENGAGES IN TRACK COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 10'-3" 1 SECTION 18" 5 SECTIONS 21" — 52.0 PSF C V U U o 0 to'-s" 6 SECTIONS 21" - - ON EACH SIDE OF DOOR `o _ = H , CENTER STILES SCHEDULE 'A' REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS O z° °z z > 10' ' 6 SECTIONS 18" 1 SECTION 221 CENTER STILES CONFIGURATION 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 1t' S SECTIONS 1s" 2 SECTIONS 21° OUTSIDE KEYED LOCK 1 V-3" 4 SECTIONS 16' 3 SECTIONS 21" OPTIONAL ® ®® ® DOOR WIDTHS # OF CENTER STILES FORA SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY . ' " ' " OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 6 8-0 TO 9-10 2 11'- " 3 SECTIONS 18" 4 SECTIONS 21' WATER INFILTRATION RESISTANCE ETC. v '* ,. 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" LOCK BAR LOCKING SHOWN 10'-0" TO 11'-10" 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C N 7 7 7 7 o 5 ALTERNATE TO 12'-0" TO 13'-10" 3 AND TO BE REVIEWED BY BUILDING OFFICIAL. .2 v m o M oo r 12' 1 SECTIONS 18" 6 SECTIONS 21" SPRING LOADED SLIDE BOLT 12'-3" 7 SECTIONS 21" - 8'-0" TO 9'-10" 14'-0" TO 15'-10" 4 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION o � o - o LOCKS SHOWN ABOVE 12'-B" 6 SECTIONS 18" 2 SECTIONS 21" DOOR WIDTHS 15'-11" TO 16'-2" 5 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. or Y w z 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" LABELING TO COMPLY WITH SECTION 1709.9.2. ®`11111 13' 4 SECTIONS 18" 4 SECTIONS 21" ® ® ® ® ® ® ® 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" `a®t`�` P�„°�Q�a � rn 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" ®®®�1���.'°�IGEiU$�° �� N n o 13-9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - I 10,-0" TO 11'-10" I_ 14'-0" TO 15'-10" + 9 ,,,ti ° o 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS = :° N®. 223 s o V Y21 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" N u 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 6 �� �y 15' 3 SECTIONS 18" 6 SECTIONS 21" ® ® ® ® ® ® ® ® ® 13 ® ® ��0° S E � drawing no. 15'-3" 2 SECTIONS 1$" 7 SECTIONS 21" 13 s F .� 15'-6" 1 SECTION 18" 18 SECTIONS 21" �i��°°° "ZOR1DR` gg-05 15'-9" 9 SECTIONS 21" - REFFOR U TO SHEET HPLACEMENT I 12 DOOR WIDTHS O I ` t 5 DOOR WIDTHS 2 s®'® �0®�����` ®y` 16' 6 SECTIONS 18" 4 SECTIONS 21" %/ / .; 1; sheet 1 Of 6 m Q SCETION 4 SCETION 8 SCETION 8 to O I SCETION 3 SCETION 7 SCETION 7 dt Cl) LLJ SCETION 2 SCETION 6 SCETION 6 = Z M N F Z N ((D SCETION 1 SCETION 5 SCETION 5 0 o` o Q "i N 0 W 4 SECTION DOOR SCETION 4 SCETION 4 L O W HEIGHT RANGE 6'-6" TO 7'-0" (3) U-BARS SCETION 3 SCETION 3 Q y /toyoWri EH SCETION 2 SCETION 2 V i m p 0IL0< a SCETION 5LE SCETION 5 SCETION 1 SCETION 1 D N O _ --rr-L - Q W 1�j, LO SCETION 4 SCETION 4 8 SECTION DOOR 8 SECTION DOOR {{. Z U) M HEIGHT RANGE 12'-6" TO 13'-3" HEIGHT RANGE 13'-6" TO 14'-0" 0 0)Q SCETION 3 FCEON (5) U-BARS (6) U-BARS W 01 SCETION 2 SCETION 9cy- N o n W N SCETION 1 SCETION 8 rn N 5 SECTION DOOR 5 SECTION DOOR SCETION 7 HEIGHT RANGE 7'-6" TO 8'-0" HEIGHT RANGE 8'-3" TO 8'-9" M (3) U-BARS (4) U-BARS o 6 — 0 SCETION 6 I- C p W X (N 17 N SCETIONS Li c w vQ � SCETION 6 SCETION 6 j ca C 00 In 0 SCETION 4 � O 00 � O SCETION 5 SCETION 5 SCETION 3 p L a I SCETION 4 SCETION 4 J OQ Z D N SCEfION 2 � p s` SCETION 3 SCETION 3 Q m 0 N 00 SCETION 1 Q N N p _ SCETION 2 SCETION 2 - 9 SECTION DOOR -- SCETION 1 SCETION 1 HEIGHT RANGE 14'-3" TO 15'-9" (6) U-BARS 6 SECTION DOOR 6 SECTION DOOR N N y m N HEIGHT RANGE 9'-0" TO 10'-3" HEIGHT RANGE 10'-6" SCETION 10 N y ^ W (4) U-BARS (5) U-BARS iE 1- F N SCETION 9 0 r; 0 � " cl z z o a w U U U o 0 SCETION 7 SCETION 8 y Z z z n w SCETION 6 SCETION 7 in ryj v a � n a - - SCETION 6 ❑ O 9 O N SCETION 5 o o o S SCETION 5 SCETION 4 SCETION 3 SCETION 4 ®®®®�(��• IrQ�OO ®®0, 0 o SCETION 3 ®`` ,1CiEIV$F ��- °N L :SCETION 2 ~•No• 122 — rETION 1 SCETION 2 U Y 7 SECTION DOOR SCETION 1 0 S E ^•��� drawing no. HEIGHT RANGE 10'-9" TO 12'-3" •;cL®R10�°• (5) U-BARS 10 SECTION DOOR ®��� •^•••° ��`�~ 9 8-0 5 HEIGHT6)RANGE 1 -0" '®/s o®#YA� �`�` sheet 2 of m 24 GA. STEEL PANEL--- to - o m Z w c i �+} ko FLAPS BENT OVER PANEL 0 Z M N W Q IL In I ° ON _ 0 IL W 1/2" PUNCHED HOLES ® 4" O.C. 0 U) >a0 " USE REINFORCING 'U' BAR AT a` j Q G TOP SECTION ONLY AT I d aQ 16 GA. X 2-1/4" X 3/4" X 2" FOUR SECTION DOORS k�J 0 °� �j 0 e} GALV. STEEL U.BAR REINFORCING TRUSS 16 GA. X 2-1/4" X 3/4" X 2" 1� y 0 ® BOTTOM OF PANEL TRUSS FASTENED TO GALV. STEEL U.BAR REINFORCING TRUSS - - �. M Z J N VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES =- - i f� w N U. G #14 X 5/8" S.M.S. AND TO END STILE W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE - -- {1. 2 M W/ FOUR #14 X 3/4" SELF DRILLING S. W/ FOUR # 14 X 3/4" SELF DRILLING SCR. �� J 0 W Q J ME W 1/2" X 1-3/4" X 16 GA. - - I n OPEN TUBE w rn ® TOP & BOTTOM �� 1 OF EACH PANEL 3/16" POP RIVETS I N I co AT 4" O.C. 1 d ° <0 M (6) FOR 21" STILES (5) FOR 18" STILES ° o �j 00 M 16 GA. X 2-1/4" X 3/4" X 2" N o GALV. STEEL U.BAR REINFORCING TRUSS J TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W c > W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE END STILE N a W/ FOUR # 14 X 3/4" SELS DRILLING SCR. E � m 0) r.024" STL. PANEL 0 C o 1 ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION - O ) `v n OUTSIDE OF DOa w REINFORCING REINFORCING 00 0 N o _OPTIONAL STOP MOULDING 00 BY DOOR INSTALLER - m 0 - STEEL TRACK BRACKET FASTENED _ Q N TO WOOD JAMB WITH N 5/16" X 1-5/8" LAG SCREW #14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .049" STEEL (FULLY THREADED) 6 PER HINGE END STILE, CONNECT TO PANELS WITH - 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 SOUTHERN PINE -GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER END STILE WITH (4) 3/16" POP RIVETS w w w m 0.55 S.G. a BY 'SCHLAGF SECURITY HARDWARE' N ,� tea° 1-7/8" X 2-5/8" x .049" STEEL EDGE INSTALLED IN 9/16" DIA. •OLES IN CENTER STILE N N W CENTER STILE, GLUED AND RIVETED DISTANCE x x x N z TO PANEL W/ (4) 3/16" RIVETS POSITIONED AT EYE LEVEL o W W W a POP RIVETS o o p r z z z z o a N U 2" MIN. # 14 X 5/8" S.M.S. po epo °-0�1- .3/16 cc = _ U_ U !QQ U � EDG 1 4/ HINGE 1 \p lo. 0 z z z m w 1-3/16" I 3/8" POWER-BOLT BY 'DEWALT' 2" MIN. EMBED INTO CONC. N N z 2" MIN. EDGE DIST. o O 0 0 [V ONE PER BRACKET m o o o 1.9" X 2.19" X 3.3" X .090" SEE SHEET 3 FOR BRACKET SPACING STEEL TRACK BRACKETS L 1 1 c I p G Y z SEE SHEET 3 FOR SPACING ` 111111111//®�' v00 ®, ��. `OGEPdSF '.. 0 1 ~ 1/4-20 SS BOLT No.81F u3 a 7-1/2" x .oso" INTERIOR SIDE 7-1/2" x .071" & NUT = e _ O y GALV. STEEL iEND ROLLER HINGE _ p N v u STEEL TRACK CENTER HINGE = ° ° 14 GA. X 2-1/8" X 1" (STANDARD) `' ,° 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/8" PUSHNUT 1.82" DIA. X .50" STEEL ROLLERS (STD.) c • aE �4j� drawing no. " NYLON ROLLERS (OPTIONAL)" DIA. X .50 • '�CORIDR`.•°° �� FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82 � ti �gU_O W/ 1/4-20 X 5/8" TRUSS HD. 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)- �® ...... �® `� SLOTTED M.S. & LOCK NUT 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) />.: �®�AL SECTION B-B WITH 5" STEM �./ /: 11 t!� sheet 3 of 5 POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE m + HORIZ. TRACK SUPPORT, 2" GALV. X 5-1/Z" X 3" X .104" 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS FOR DOOR HEIGHTS WI 7 FT. p GALV. STEEL - WITHOUT INSULATION OR WINDOWS, LO TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT 2" X 2" X 1/8" HORIZ. ANGLE of 3 PER BRACKET FASTENED W/ (6) # 14 X 5/8" S.M.S. �� A FOR DOOR HEIGHTS ABOVE 7 FT. OR rn DOORS WITH INSULATION OR WINDOWS z h 090 THK. GALV. STEEL ADJUSTABLE SPOT WELDED TO HORIZ. TRACK 8 SLIDE FASTENED TO BRACKET - - 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WITH TWO WELDS AT 1-1/2" APART Z C 0 W/ 5/16-18 X 3/4" HEX HEAD WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A J FIRST AT 3" O.C., REST AT 9" O.C. F W cfl a M. SCREWS & NUTS. FASTENED TO TRACK _ __ CONNECTED TO FLAG BRACKET ANGLE Q IL q cm o WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" W/ 3/8-16 X 3/4" BOLT & Nil 00 8 c + AND TO SPRING SHAFT GUIDE WITH Q SW (4a _TOP BRACKET (STANDARD) TOP BRACKET (2) 1/4-20 X 5/8" BOLT & NUT a W W C ~(OPTIONAL) 0 LOW HEADROOM DOOR 0 0 ti -14 GA. GALV. STEEL TRACK V p >M HORIZONTAL REINFORCEMENT A' O - m o 1/2" X 1-3/4" X .058" FORMED STEEL VERTICAL TRACK Q IL p a a GLUED TO PANEL AND FASTENED TO 2-1/8" X 1" X .080" v' 43 b VERTICAL STILES WITH 2" X 5-1/2" X .104" SECTION A—A u) U) W (2) 3/16" POP RIVETS GALV. STEEL W z-1 N FASTENED W/ (4) # 14 X 5/8" S.M.S. Z N _ M TOP ROLLER BRACKET FOR * SECTION HEIGHTS BRACKET PLACEMENTS ' � 0 2 LOW HEADROOM DOOR OPTION DOOR Z M Q w HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 B7 B8 Q W 01 r- 1/2" X 1-3/4" X .D F FORMED STEEL 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3 4 23" 34" 45" 56" 67"• 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" - 04 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" - w rn -5/16" MEETING RIB 7'-6" 18" 18" 18" 18" 18" 1" TO 2"1 11-3/4" 23" 34" 45" 56" 67" 78-1/4" � m = 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 3 M + 1.82" DIA. X .50" STEEL ROLLERS *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM13 W/ .44 DIA. X 5" STEM w o z 00 0 ® = w FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. a U z w-' C v Z o N M OPTIONAL INSULATIONS: a m w C 0 1.9" X 2.19" X 3.3" X .090" w p Q tL BY 'DYPLAST PRODUCTS LLC' STEEL TRACK BRACKETS ISO-25 POLY-ISOCYANURATE n 2-3/16" HIGH o +' vi C2 ft_ DENSITY = 2.0 PCF m CONNECTED TO TRACK WITH g O 00 o OR N.O.A. #17-1207.04 e ) 1/4" BOLTS & NUTS. o U I BY 'CELLOFOAM NORTH AMERICA `O 3 N DENSITY = 1.03 PCF m _j 00 Z N.O.A. #15-1203.04 p LO o m - - OR Ln ¢ 0) BY 'INSULFOAM LLC' 00 Q N o •. .. DENSITY = 0.92 PCF N p = F N.O.A. #19-0129.06 m M o ® m w 14 GA. GALV. STEEL � ROLLER HINGES FASTENED N < 0 0 W/ (6) # 14 X 5/8" SMS m o m m m - n o MIN. .024" ROLL FORMED STEEL PANEL c X O N N DRAWING QUALITY G-40 , -g o 0 MIN. YIELD STRENGTH = 39 KSI T o z WITH PRIMER AND BAKED-ON v Z = o w Lu w POLYSTER PAINTED TOP COAT TRACK CONFIGURATION w APPLIED TO BOTH SIDES OF STEEL z m > a G � ry N BOTTOM BRACKET FASTENED w/ (4) # 14 X 5/8" SMS AVAILABLE TRACK OPTION O 12 GA. GALV. STEEL o 0 0 0 o a - - _VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM �, �, M o DOUBLE TRACK a'�� Z S � �1e►1I)rrrre oo 2020 N a: \ 1 Q o 0 • �_ T D BOTTOM SEAL OPTIONS N T � SEE SHEET 5 - „ SECTION A—A O •��` drawing no. SEE SHEET 2 FOR LOCATION ®®��� � ` 98-05 ® <° OF REINFORCING TRUSSES !F;;0 NAL ° sheet 4 of 6 3 4" REINFORCEMENT lu mQ IN. 1/2" X 1-3/4" X .058" p DGE #8 X 1> FORMED STEEL mo DIST. SELF DRILLING SCREWS I z 1-1/2" MIN. OR #8 X 1" 00 SELF DRILLING SCREWS Z m % o i GE DIST. a i m 3/16" 'RIVEX' STEEL RIVETS OR M w p m m I N o MULTIGRIP W/ DOME HEAD 3/16" 'RIVEX' STEEL RIVETS Q Z M Q On \_ M \ >.0 AT 48" O.C. �m w m o MULTIGRIP W/ DOME HEAD F w : a N 3 REINFORCEMENT tSTEEL 48" O.C. Q IL "q � 0 1/2" X 1-3/4" X .058" 0 O N M FORMED STEEL w N 2BY 1/4" DIA. LAG SCREWS 2BY 1/4" DIA. LAG SCREWS D a wAT 6" FROM ENDS AT 6" FROM ENDS ~ LL WOOD BU I WOOD BUAND 11" O.C. MAX. I AND 11" O.C. MAX. G y N rl W'STRIP ADAPTER } m ALUMINUM ADAPTER M c C 1 0� �,aC ir RUBBER W'STRIPPING UBER W'STRIPPING m It Z_ N w M LL 050 —. N. W y - M 040 .22�4 .534 .700 _ 348 Q w CM W i f I- 1.750--� 1.790 N BOTTOM SEAL OPTIONS OPTION 'A' OPTION _ � M WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o = o M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT _ T TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN N o Mw WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Oj6 FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING aQ VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. CL 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 2" uw 0 00 c o 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3 4" o U rn v `� 5/16" X 1-5/ S 3 8" DYNABOLT BY 'ITW' CONC. 1-1/2" g" 3" C)LAG SCREWS STEEL STRUCTURE BY OTHERS L v Lo 3/8" POWER-BOLT BY 'DEWALT' CONC. 2" 8" 2" _j AT 11" O.C. MUST SUPPORT THE LOADS IMPOSED O 3 8"—SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1 2" g" 3" o Z BY DOOR SYSTEM / CONCRETE f'c = 3000 PSI MIN. ¢ rn ro C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. Q N a ° 5/16" DIA. BOLTS _ FT WITH WASHER & NUT N AT 12" O.C. MAX. EDGE DIST. WOOD BUCK CONNECTION TO MASONRY 1 a PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I w GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH I z Z z U U 1/4" ULTRACON+ BY 'DEWALT' WITH SPACING OF \o " 2 o m m 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED I 1-1/4" X 2-1/2" X 14 GA _ "1/2- m o09" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1-1/2" 1-1/2" CONT. STEEL ANGLE o 0 N 2-1/2" MIN. EDGE DISTANCE - it �s 0 0 12 GA. GALV. STEEL - b w o 0 1/4" TAPPER BY 'DEWALT' WITH SPACING OF FLAT BRACKETS t3" LONG �o a o a 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 1/16" X A 2-1/8" X 1" X 14 GA. U)0 > K o 0 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED AT 12" O.C. IN DOOR OPNG. N z w o a a FILLET GALV. STEEL TRACK a W m > 3" MIN. EDGE DISTANCE AT 12" O. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. 3/8" CONFLEX BY 'ELCO' OR W/ (3) SPOT WELDS AT EACH SIDE J__SLOTTED M.S. & LOCK NUT a a ❑ 3/8" LDT BY 'ITW' WITH SPACING OF N 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 o c❑i 3" MIN. EDGE DISTANCE TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK � o o ❑ o 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF � 0.1x z 8" O.C. INTO GROt-;T FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION IIIIIf� 2-1/2C MIN�EDGEODSTAN PSI OECRETE, WITH 1-1/4" MIN. EMBED AND ®oa`®®`D�� F��r',®s'� PREPARATION OF JAMBS BY OTHERS ��°' �IGEN84 °"° N FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY d ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED N® = ;; BY DOOR SYSTEM. o s FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF N RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. ����• s ATE �q drawing no. �ZOeaIoP.••°MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lbs per Ft. ®�� ° 98-05 MAXIMUM INTERIOR(—) LOAD PER JAMB = (16.1-'' X 70 PSF)/2 = 420.4 Lbs per Ft. /A���®®���1���`` sheet 5 of 6 500 ,250 [ m * PLASTIC COMPLIES WITH 4% to o DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE 00 0o d z c4j r` W ko M N 1,765 1,7251800 Q N 7/16" DIA. WASHER Q W N — M 1,144 0. N 0 H a f f 4 1 O U N M #8 X 3/4" SMS 21 3/4" II >M A II I ® 3/8" FROM ENDS MAX. 176 1� � M p AND 7" O.C. MAX. WDW. WIDTH C IL 0< `A x 0 y'y < Q * EXTERIOR FRAME * INTERIOR FRAME 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC-ONE PIECE INJECTIONIt N (4) #8 X 3/4" SMS x 0 MAX. Q W �LL ® 1-3/8" FROM ENDS ao -1 Z 0 - III II �\ AND 6-1/2" O.C. MAX. o U') o D.L.O. 0 (0< j I!If I i 3 0 -- Q W ME FW- I111 .175 X .062 DEEP j rn LLJ I!I! GROOVE c� I I I c� M IIII ¢ o I I 1/4" TUFFAK' POLYCARBONATE SHEEP i I BY `PLASKOLITE' p O ED I I i NOA #18-0918.06LIZ i C toM � ° Illj w � - IIII I.v c LL- 0 �. �. / 00 3 w ! i LED—- nw O c o O U I 0 J X I!II I L 3+ a � Z � W l i $ i�! _j 0 z N N IIII IIII IIII n 1 I I I .175 X .062 DEEP / / w z GROOVE _ = m m L o N n o Ln U fn N C F F N N o 0 w K W 0 0 I I 1 0 c� F F- z u Z O 0 (4) #8 X 3/4" SMS INSIDE ELEVATION = o- -� 1-3/8" FROM ENDS v o o a RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS w o �; o aa a III 1 - AND 6-1/2" O.C. MAX. z z > O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O /8 X 3/4" SMS .01 ® 3 8" FROM ENDS .175 X .062 DEEP vi v a n n o / AND 4-1/2" O.C. MAX. GROOVE C O O O N \ / 1 �\ r #8X3/4" SMS i I 0 3/8" FROM ENDS AND 7" O.C. MAX. �_ _---- - ®®�� �rQ........... FQ/� ®®r® rn ° . ° r i o r -7/16" DIA. WASHER \�\\ _--— _-_-- �° ° l,ICEPl,3`�e°°°°° �- N Q \ �J r o I v _® II�O. O U Y DOOR PANEL EXTERIOR �= N a 24 GA. (.024) STEEL MIN. s ° DOOR PANEL 15/16" MIN. D.L. OPG. %® `°° �� 9 8 drawing no. 24 GA. (.024) STEEL MIN. GLAZING BITE �406t1D.'.•°° WINDOW WIDTH oe1/�®l�j;�\��` sheet �