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HomeMy WebLinkAboutNOA; Hurricane Master Model Steel Sectional Garage DoorMIAMI•DADE MIAMI-DADS 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 DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) RE m" www.miamidade.gov/economy DAB Door Company, Inc. I4AY a, 8 ?All 12195 NW 98`h Avenue Hialeah Gardens, FL 33018 '?+ COVA + SCOPE: tz 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" Wide w/ Window Lite Option (DP +56.0, -64.0 PSF) APPROVAL DOCUMENT: Drawing No. 00-18, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 08/24/2000, with last revision J dated 10/31/2017, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. on 12/02/2020, 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 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 # 19-1105.05 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. 20-0929.12 MIAMI-nane COUNTY Expiration Date: February 22, 2025 Approval Date: December 10, 2020 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA # 15-0304.02" 1. Drawing No. 00-18, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 08/24/2000, with last revision I dated 03/09/2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.03" 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 00-1121.01 " 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 00-903, dated 08/11/2000, signed and sealed by Hector M. Medina, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 00-904, dated 08/17/2000, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. "Submitted under NOA # 03-0210.04" C. CALCULATIONS "Submitted under NOA # 14-0814.05" 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. 2. 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 # 09-0128.03" 46�� — - Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0929.12 Expiration Date: February 22, 2025 Approval Date: December 10, 2020 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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 0l/11/2017. 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 G 15 5 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 # 14-0814.05" 1. Statement letter of code conformance to the 5t' edition (2014) FBC and of no financial interest, issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. 0 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0929.12 Expiration Date: February 22, 2025 Approval Date: December 10, 2020 E-2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 19-1105.05 A. DRAWINGS "Submitted under NOA #17-1108.30" 1. Drawing No. 00-18, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 08/24/2000, with last revision J dated 10/31/2017, 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. 15-0915.08 issued to Sabic Innovative Plastic, US, LLC for their "LEXAN® Polycarbonate Sheet Products" dated 12/10/15, expiring on 07/17/18. 2. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, a Div. of Carlisle Const. Materials, for their Insulfoam Expanded Polystyrene Insulation, approved on 06/01/2017 and expiring on 11/29/2022. 3. Notice of Acceptance No. 16-1129.05, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 01/19/2017 and expiring on 0l/11/2022. 4. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 01/19/2017 and expiring on 01/11/2022. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America, Inc., for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. F. STATEMENTS 1. Statement letter of code conformance to the 6t' Edition (2017) FBC prepared by Al- Farooq Corporation, dated 10/31/2019, signed and sealed by Javad Ahmad, P.E. 46�� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0929.12 Expiration Date: February 22, 2025 Approval Date: December 10, 2020 E-3 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New evidence submitted A. DRAWINGS 1. Drawing No. 00-18, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 08/24/2000, with last revision J dated 10/31/2017, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. on 12/02/2020. 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. None. F. STATEMENTS 1. Statement letter of code conformance to the 6h edition (2017) and 7th edition (2020) FBC and of no financial interest issued by Al-Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Ism--�-- Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0929.12 Expiration Date: February 22, 2025 Approval Date: December 10, 2020 E-4 7-1/2" X 2-1/4" X 18 GA --O -- GALV- STEEL CENTER HINGE w/ (4) #14 x 5/8" SMS / WITHOUT DELRON SLEEVE (STD.) r O O ) 0 7-1/2" X 3- X .071' GALV. STEEL j END ROLLER HINGE 1 00 W/ (6) #14 X 5/8" SMS 1 WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) 1 7-1/2" X 2-1/4" X .071" \� ` GALV. STEEL CENTER HINGE _LOCK W/ (4) #14 X 5/6" SMS 2/ DOOR C) WITH DELRON SLEEVE (OPTIONAL) ------ CENTER HINGE o 11 15/16'W X .15 THK. LATCH 1 STANDARD LOCK B 1� SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2- S.M.S. 5/8" MIN. LOCK ENGAGEMENT \\� CONFORMS TO SECTION 1008 REGARDING GARAGE DOOR 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE O r MIN. 5 TO 1 SAFETY FACTOR O 7" X 3" X 12 CA. 1 STEEL PLATE 1 WITH (4) #14 X 3/4" SELF DRILLING SCREWS tJ BRACKET STD. LIFT DOOR TOTAL # OF DOOR I 'U' BARS AT HEIGHT' CONSISTS OF EACH DOOR 6'-6" 2 SECTIONS 18" 2 SECTIONS 21' 6'-9' 1 SECTION 18" 3 SECTIONS 21" 8 7' 4 SECTIONS 21' — 7'-6' 5 SECTIONS 18' — 7'-9" 4 SECTIONS 18" 1 SECTION 21" 10 8' 3 SECTIONS 1B' 2 SECTIONS 21' 8'-3' 2 SECTIONS 18. 3 SECTIONS 21' 8'-6' 1 SECTION 18' 4 SECTIONS 21" 8'-9' 5 SECTIONS 21' — 9' 6 SECTIONS 18' — 9'-3" 5 SECTIONS 18' 1 SECTION 21' 9'-6" 4 SECTIONS 18' 2 SECTIONS 21" 9'-9' 3 SECTIONS 18' 3 SECTIONS 21" 12 10' 2 SECTIONS 18. 4 SECTIONS 21' 10'-3' 1 SECTION 18" 5 SECTIONS 21' 10'-6- 6 SECTIONS 21' — 10'-9" 6 SECTIONS 180 1 SECTION 21" IV 5 SECTIONS 18. 2 SECTIONS 21- 1 V-3' 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18' 4 SECTIONS 21' 14 11'-9. 2 SECTIONS 15" 5 SECTIONS 21' 12' 1 SECTIONS 18" 6 SECTIONS 21' 12'-3' 7 SECTIONS 21" — 12'-6' 6 SECTIONS 18- 2 SECTIONS 21' 12'-9' 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 131-3" 3 SECTIONS 18- 5 SECTIONS 21- 16 13'-6" 2 SECTIONS 18' 6 SECTIONS 21" 1J'-9. 1 SECTION 18' 7 SECTIONS 21" 14' 8 SECTIONS 21' — 14'-3" 6 SECTIONS 18" 3 SECTIONS 21' 14'-6' S SECTIONS 10' 4 SECTIONS 21' 14'-9' 4 SECTIONS 18' 5 SECTIONS 21' 18 15' 3 SECTIONS 18" 6 SECTIONS 21' 15'-3' 2 SECTIONS 18' 7 SECTIONS 21' 15'-6' 1 SECTION 180 8 SECTIONS 21' 15'-9' 9 SECTIONS 21" — 16' 6 SECTIONS 18' 4 SECTIONS 21" 20 / � 1 O t O BRACKET / LOW HEADROOM I` I DOOR OPTION \ 7-7/8" X 3-1/8" X .010- STEEL PLATE WITH (4) #14 X 3/4" SOS TOP FIXTURE 5-1/2" X 2-3/4" X 0.1' STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT (6) #14 X 3/4" SELF DRIVING SCREWS ANY CENTER STILE CENTER STILES SEE SCH. 'A' OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. COLONIAL OPENING AREA NOT TO EXCEED CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE PACT IMINSIDE ELEVATION RAISED PANEL EMBOSSED DOOR OUTSID*q. HANDLEND STILE BAR GUIDES LLED ON END STILE (4) #14 X 5/8- SMS CK BAR ACK CENTERSTILES OF DOOR OUTSIDE KEYED LOCK r MI OPTIONAL II��'-1 I�-'! 1113 LOCK BAR LOCKING SHOWN ALTERNATE TO _ 8'-0" TO 9'-10' _I SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE '� DOOR WIDTHS DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 56.0 PSF SrHMI1IF'A' - 64.0 PSF CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0TO W-10" 2 10'-0' TO 11'-10" 2 12'-0' TO 13'-10' 3 14'-0' TO 15'-10' 4 TO 16--101 5 OPTIONAL FLUSH FACE WOOD GRAIN DESIGN #14 X 3/4- SELF DRIVING SCREWS FO- MAY BE USED IN LIEU OF #14 X 5/8' SMS F- -- A L — A � m 1 v DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MELT THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARD'. 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRbVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. PRODUCT REVISED 130 ® IM® ®0 ®� ® �p as complying with the Florida Building Code IF, 10'-0" TO 11'-10" _ I fr 14'-O' TO 15'-10" NOA-No. 20-0929.12 DOOR WIDTHS DOOR WIDTHS B 0plratloeDIDte0212212025 XME:: I M 013M®®® M MIaml-Dade Product Control �12'-0" TO IS-10_�-0" TO IS-10_" �15'-11" TO 16'-2" DOOR WIDTHS DOOR WIDTHS r 3 i ��.•'�IGENSF vv"' i u o Na2 • TEP.�•I 2�®' no. draw1QTFLORIO•l ••..• I 6 GA. X 2-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR a 14 X 3/4" SELF DRILLING S. 0 _J R216 GA.V. STEEL EINFORCNGXTRUS540 BOTTOM�OF PANEL U.BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE - STILES W/ TWO 111 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4` SELF DRILLING S. BOTTOM SEAL OPTIONS SEE SHEET 4 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.G. 6" 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING STEEL TRACK 14 GA. X 2-1/8' X 1" (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 16 GA X 2-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. 1/2" X 1-3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 16 GAX 2%1" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. 2ND SECTION INTERMEDIATE SECTIONS REINFORCING REINFORCING _OPTIONAL STOP MOULDING BY DOOR INSTALLER A 14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X 16 GA FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" O.C. [1-7/8" X 2-5/8" X 18 GA, STEEL CENTER STILE POP r4/1 HINGE/8- S.M.S. 18 GA. GALV. STEEL INTERIOR SIDE 7/16" PUSHNUT CENTER HINGE INSTALLED ON ROLLER SHAFT SECTION B-B 24 GA. STEEL FLAPS BENT OVER 1/2" PUNCHED HOLES 0 4" O.C. I I I I 16 GA.X 2-1/4" X 2" GALV. STEEL U.BAR I REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO f 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. STILE TOP SECTION PRODUCT REVISED REINFORCING as complying with the Florida Building Code NOA-No. 20.0929.12 Expiration Date 02122/2025 By '0 — MlamFDade Product Control 3/4" X 2" X 2-1/2" X 18 GA. STEEL END STILE EDGE 3/8" DIA. POWER -BOLT BY 'DEWALT' DISTANCE 2" MIN. EMBED INTO 3000 PSI MIN. CONC. 2" MIN. EDGE DISTANCE ONE PER BRACKET o. 1 SEE SHEET 3 FOR BRACKET SPACING ROLLER HINGE) \'2� 1.82" DIA. X .50" STEEL ROLLERS 1.82" DIA X .50" NYLON ROLLERS (OP' 2.75" DIA. X .50" STEEL ROLLERS (OP 2.75" DIA X .50" NYLON ROLLERS (OP' WITH 5 3/4" MAX. a q� O m 0 d NC' IL N X a: O F• LL O U E', C:O Wei O O M o 0 W G of O N N K O Q W 7 a Ip W N O Q W M �L f 3�s3= u u ```W....... '�•`W' o •1GEN1S& � o No. 81223 _ tl 1JFc V 2 iJ2J ®`• SSA O POP RIVETS 5/16" X 7-5/8" LAG SCREWS INTO WOOD OR 2-3/4" X 5-7/2" X 3" X 12 GA. - - 5/16" SLEEVE ANCHORS / GALV. STEEL WITH i-1/4` EMBED INTO MASONRY TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET - FASTENED W/ (6) # 14 X 5/8" S.M.S. 2-1/2" X 4-1/4" X 13 GA STEEL PLATES \ WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE 090 THK. GALV. STEEL ADJUSTABLE FASTENED TO TRACK SLIDE FASTENED TO BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS W/ 5/l6-18 X 3/4 HEX HEAD M. SCREWS &NUTS. ' TOP BRACKET (STANDARD) TOP BRACKET / (OPTIONAL), LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X 16 GA. FORMED STEEL 2" X 5-1/2" X .104` - GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) b 14 X 5/8` S.M.S. (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 1.81" DIH X 5" ROLLER SHAFT OPTIONAL INSULATIONS' BY 'DYPLAST PRODUCTS LLC' ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #17-1207.04 OR BY 'CFI LOFOAM NORTN AMERICA' DENSITY = 1.03 PCF N.O.A. #15-1203.04 OR BY 'INSULfOAM LLC' DENSITY = 0.92 PCF N.O.A. #19-0129.06 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL - - DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 4 SECTION A -A m m TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS I EXREEDING 8 FT. IN HEIGHT - I I1 11 A _-, II A — J OPENING HEIGHT PLUS 12" 4 GA GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3` O.C. REST AT 9" O.C.- CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/B" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A -A DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 15TH Bi 82 1 83 B4 B5 B6 B7w__ 18 18" 18" 18" N/A 1" TO 2" it-3/4" 23" 34" 45" 56" 67"6'-6" 21" 18"18" 21" N/A 1TO 2" 11-3/4" 23" 34" 45" 56" 67"7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 3445" 56" 67"7'-6" 18 18" 18" 18" 18" 1" TO 2" 11-3/4" 23 34" 45 56 67" 8'-0" 21" 1W 18"i18" 21" iTO 2" 11-3/4" 23" 34" 45" 56" 67" -1/4 •-SLCIION5 AKE NUMIJLKLU SIAKIINU AI IHL HUIIUM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH 0) 1/4" BOLTS & NUTS 1 VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS 11111IIIiT PRODUCT REVISED �11 as complying wkh the Florida �� Buliding Code �� �@�� 1"10ENSF Non -No. 20-0929.12 EaplrationDate 0212212025 No.81223 By >_ Rllaml-Dade Product Control DEC 0 2 �� f �-A- * ST IN T N Z ®z MN Q Z n C OW°`C N 0 t M O � M m 0 '0 a' .° 0 ca � Ir U! (n m QazJ" � W w u o m JDm¢� Qwcm, 2 irowing no. 00-18 a Z �GEDIST. o N I .1= �Iw i 2BY WOOD 0 0 Nei 1/4° DIA. LAG SCREWS 2BY AT 6° FROM ENDS WOOD AND 10" O.C. MAX. 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 10" O.C. MAX. OPTION 'A' \U� OPTION 'B' \�=// WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8- LAG SCREWS AT 8" G.C. OD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO (o GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4° ULTRACON+ BY 'DEWALT' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 8" O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2° MIN. EDGE DISTANCE 1/4" TAPPER BY 'DEWALT' WITH SPACING OF 111 1�2q 7" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED }� 8" O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' B" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2" MIN. EMBED 8" O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4- MIN. EMBED 3-3/4° MIN, EDGE DISTANCE CONTINUOUS ANGLE TRACK 3/8" LOT BY 'ITW' WITH SPACING OF TO WOOD BUCK 18" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 38" HLC SLEEVE BY 'HILTI' WITH SPACING OF 9' 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 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 56 PSF)/2 = 452.5 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16- X 64 PSF)/2 = 517.1 Lbs per Ft. 1/16" X 2-1/2" FILLET WELDS AT 12" O.C. MAX. #8 X 1" SELF DRILLING SCREWS REINFORCEMENT (FORMED STEEL" X .058" f i m1 OR 3/16" 'RNEX' STEEL RIVETS SE OORLF DRILLING SCREWS 0 ~ b m MULTIGRIP W DOME HEAD / 3/16° 'RIVEX' STEEL RIVETS M W Z n AT 48" O.C. MULTIGRIP W/ DOME HEAD I' i 0 Q S N REINFORCEMENT \, AT 48" O.C. 40 � O 1 /2' X 1 4' X .058--�, N FORMED STEEL O O a j C H u 08y� NP p OR W'STRIP ADAPTER ALUMINUM W'STSTEERIP ADAPTER > 0 a. 0 Q W� d RUBBER W'STRIPPING RUBBER W'STRIPPING f/Y C 0Zi N Z K N LL G .oao 534 j 0 o< j Z01a j .z2�5j�of///�-�� LS CI .700 IS YJ 8 2 Qw00) 1j �k-1.750— I� BOTTOM SEAL OPTIONS 0 �I OQ 3 a0 n C 0 v C ANCHOR SPACING Of - O ANCHORS STRUCTURE EMBED SPACING 'EDCE DIST. 'HILT(' 0 E 3 8" HLC SLEEVE BY CONC. 1-1 4° 8" 3" 3 8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 1 8" 3-3 4" W O 3 8" DYNABOLT BY 'ITW' I CONC. 1-1 2" 8" 3-3/4" 1 'DEWALT Zp 3 0 STEEL STRUCTURE BY OTHERS 3 8" POWER -BOLT BY CONC. 2" 8" 2" I- U p Z 0 N MUST SUPPORT THE LOADS IMPOSED SYSTEM 3 8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2° 8" 3-1 2" O 0 s o BY DOOR 5/16" DIA. BOLTS \ CONCRETE Yc = 3000' PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN./ rn v m Q = F' WITH WASHER & NUT I A7 12" O.C. MAX. / I. F O rC i-1//4" X 2-1/2" X 14 GA 1-i/2"ONT. STEEL ANGLE 11-1/2 co rc m « N�o 12 GA. GALV. STEEL r FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. u a C'Q AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK (< AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES d ml� CONNECTED TO CONT. ANGLE W/ (2) /4-2OX5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE J�SLOTTEDIM.S. & LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK c TO STEEL TO CONCRETE AND FILLED BLOCK N mo � ALTERNATE TRACK INSTALLATION FiA1����' t?l e o PRODUCT REVISED U R as complying with the Florida o I Building Code = No. 34 NOA-No. 20-0929.12 Expiration Date0212212025 -0�'drawing no. no�.OR 0 23 Miaml-Dade Product Control ����qe,� F��B7D�'•����` I QQ— 1 8 0 tl DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4" SMS 1 I r ` r " FROM ENDS " O 1 AND O.C. MAX. AND 7 1 I l j l I (4) #8 X 3/4" SMS j IIII ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. 1 L ill IIII IIII .175 X .062 DEEP Ill! I I III GROOVE IIII IIII IIII 1/4" 'TUFFAK' POLYCARBONATE SHEET 1 1 BY 'PLASKOLITE' !I!I Ijl NOA #18-0918.06 a � IIII x pi O. JI tr w X Z. 3' of W �Illl IIII IIII ICI' I.!I IIII IIII IIII Ili 175 X .062 DEEP IIII GROOVE T I!I i I I ICI I i (4) #8 X 3/4" SMS I lit ,I ® 1-3/8" FROM ENDS l i I III AND 6-1/2" O.C. MAX. I I -�,_{j8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA WASHER DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 1 D% 18 .500 If.250 mo M z n Ioi w N OZ n N aq 1J65 1.725 Q a S 10, 1.144 IL W Q;Ot 0 �'a n �. --.800—�I C7 o .176 a < adapt * EXTERIOR FRAME * INTERIOR FRAME O N N o Ir 0 N RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q W 7 LL N IL ZO_m Q W 02 r I N N M Q I N OIr o W < N1 0 Q 7 4 I Q W Q (< N e t IQ 00) w NI C) z v I to m INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION Q8 X 3/4- SMS O ® 3/8- FROM ENDS 175 X .062 DEEP AND 4-1/2" O.C. MAX. F GROOVE PRODUCT REVISED as complying with the Florida % Building Code O NA No. 20-0929.12 - Explration Date0212212025 _ _ _ _ BY -------------------- Miami -Dade Product Control DOOR PANEL EXTERIOR DEC ® 2,121 24 GA (.024) STEEL MIN. 15/16" MIN. O.L. OPG. 1 No. �0•' Si OF 7IV drawing no. 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