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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF41kOl8 Florida Building Code Online {usiness Pr*sslonalRequiatioh BCIS Home Login User Registrati I n Hot Topics �. Submit Surcharge Stats & Facts , Publications FBC Staff (y BCIS Site Map Links I Search, 'Product Approval ;USER: Public User Product A{},proval Menu > Producto Search > gooiicatlon Llst > Application Detail FL # FL17022-117 Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived f ,A Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. t Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.�d Referenced Standard and Year (ofStandard, Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By File Co v Sections from the Code a1VV 4/2%2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # I Model, Number or Name I Description I 17022.1 I 1 - "SV Crimp" (R6) I ped roof pan meth ni ally attached) oh15/32" plyw od IorW od eck w'th faste Limits of Use I Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.odf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No 1 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP uLpdf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2 - " 5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.2 5 V CRIMP 0,032 ALUM ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No ICreated by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions. Install the assembly in compliance with the installation method listed in Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 13 - "P 5" Mechanical Seam" (115) 11.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use j Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr•12d Impact Resistant: No I Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in thisl report and applicable code seam 24ga ssr•gd sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. I 17022.4 4 - "115" Mechanical Seam" (RS) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 TI FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.pdf Impact Resistant: No I Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM Installation method listed in this deport and applicable code ALUMINUM ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. I 17022.5 5 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Approved for us.... HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-Table[A Other: Refer to evaluation report for conditions and Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports hfps://www.floridabuilding 4/2%2018 Florida Building Code Online limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.pd Installation method listed in this report and applicable code Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's installation instructions. 17022.6 6 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof j panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Limits of Use I Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 Approved for use outside HVHZ: Yes ALUM ssr.12d Impact Resistant: No I Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 Installation method listed in this report and applicable code ALUM ssr.p f sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.7 7 - "11.5 in. Nail Strip" (115) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.0f Approved for use outside HVHZ: Yes Impact Resistant: No I Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this �eport and applicable code sections of FBC. Refer to manufacturer's installation Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Created by Independent Third Party: Yes instructions. 17022.8 8 - "EiAX Rib" (115) 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177022.8 EMAX Rib ssr.pd Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No l Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pd limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.9 9 - " PBR MAX" (R5) 26 gauge steel, lapped roof panel mechanically attached to I 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No I FL17022 R7 II FL 17022.9 PBR RIB ssr.(? Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No ICreated by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report1for conditions and FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. I Hack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: $50-487-1824 i The State of Florida is an AA/EEO employer. Qgyright 2007-2013 State of Florida.:: EdyagLEtaigement :: Accessibtnty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hers_. Product Approval Accepts: loom Ill hftps://www.floHdabuilding.org/pr/prl_.appjtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 402018 Florida Building Code Online https://www.floddabuilding.org/pr/pr i ' MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98"` Avenue NDI RL Ell STOF ' 7AP379 PROVED [� APPROVEDA@CORRECTED This review is only for general confor project and general compliance with 1 locum nts. Corrections or comments this review do not relieve the centrac meats of the plans and specifications incWde approval of an assembly of tractor is responsible for. Dimensions Job sd% Ink-mation that pertains sol the means, maiods, techniques, se ton: coordination of the work of all of to a safe and satisfactory manner. DAiI?: q� " '� BY: MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 31S 2599 www.miamidade.ggy/economy I Ito MIAMI-DADE DEPARTMENT OF REGULATORYJAND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98111 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued materials. The documentation submitt Section to be used in Miami Dade Co This NOA shall not be valid after the Miami Dade County) and/or the AHJi material tested for quality assurance manufacturer will incur the expense o) such product or material within their by Miami -Dade County Product Co applicable building code. This product is approved as describe including the High Velocity Hurricane DESCRIPTION: Hurricane Mai Window Lite Option (DP +48.0, APPROVAL DOCUMENT: Dra Door", dated 02/23/1998, with last Farooq Corporation, signed and see Control renewal stamp with the Nc Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidRde.gov/economy under the applicable rules and regulations governing the use of construction ed has been reviewed and accepted by Miami -Dade County RER-Product Control unty and other areas where allowed by the Authority Having Jurisdiction (AHJ). expiration date stated below. The Miami -Dade County Product Control Section (In (in areas other than Miami Dade County) reserve the right to have this product or purposes. If this product or material fails to perform in the accepted manner, the f such testing and the AHJ may immediately revoke, modify, or suspend the use of jurisdiction. RER reserves the right to revoke this acceptance, if it is determined ntrol Section that this product or material fails to meet the requirements of the d herein, and has been designed to comply with the Florida Building Code, Zone. MISSILE IMPACT RATING: L LABELING: A permanent label w! number, the positive and negative dE instruction drawing reference numbs statement reading `Miami -Dade Cor bottom angle, or inner surface of a p RENEWAL of this NOA shall be con in the applicable building code negative TERMINATION of this NOA will c materials, use, and/or manufacture of th sales, advertising or any other purposes this NOA shall be cause for termination Model 824//811 Steel Sectional Garage Door up to 16'-2" w/ .0 PSF) ig No. 98-05, titled 1124 GA. Roll Formed Steel Sectional Garage ision L dated 03/05/2015, sheets 1 t1nough 6 of 6, prepared by Al - by Javad Ahmad, P.E., bearing the Miami -Dade County Product of Acceptance number and expiration date by the Miami -Dade County and Small Missile Impact Resistant h the manufacturer's name or logo, manufacturing address, model/series ign pressure rating, indicate impact rated if applicable, installation approval number (NOA), the applicable test standards, and the ity Product Control Approved' is to be located on the door's side track, iered after a renewal application has been filed and there has been no change affecting the performance of this product. ur after the expiration date or if there has been a revision or change in the iroduct or process. Misuse of this NOA as an endorsement of any product, for all automatically terminate this NOA. Failure to comply with any section of A removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. File Copy NOA No. 15-0302.01 MrAMI•DADECOUN Y Expiration Date: July 21, 2020 Approval Date: April 23, 2015 Page 1 DAB Door Company, Inc. 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 underNOA #11-0414.I3" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of `To 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 IOA # OS- 02I7.02" 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 bylRafael E. Droz-Seda, P.E. - 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared r by Huricane 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 1.17 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. I C. CALCULATIONS "Submitted under NOA # 14-0814 08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/2412014, signed and sealed by Javad Ahmad, P.E. o4�i`I�l� Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 V� DAB Door Comoanv. Inc. C. CALCULATIONS (font.) "Submitted under NOA # 09-0128.01" 1. 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" 2. 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-Cl 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 02124/2 16. "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. Ghial 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 "Submittel underNOA # 14-0814.08" 1. Statement letter of code conformance to the 5'h edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. p4 15 Carlos M. Utrere, P.E. Product Control Examiner NOA No.15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 E (OPTIONAL) 1k\ � O � LOCK ` ,--2/ DOOR 1" W X .15 THK. LATCH.` — D LOCKI— _OADED SLIDE BOLT (BOTH SIDES), i w/ (4) #14 x 1/2" S.M.S. B 4. LOCK ENGAGEMENT dS TO SECTION 1008 REGARDING DOORS I \ Ame \I :ACKET BRACKET _IFT DOOR LOW HEADROOM of DOOR OPTION I IR 7-7/8" X 3-1/8" X .010" t STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE 0 F OU S DF—KEYED LOCK OPTIONA LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE i 1 MF�m- I S. I ml I I C_ VJAI I I= nil rl Irl =17ml 1 I i I 1—Z OPTIONAL VENTS L UPTIONAL FLLISH FACE OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, CENTER STILES 8'-0" TO 9'-10" DOOR WIDTHS I -Mini 101 IN ��ll 16.—Z" _INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO 9'-10" 2 10,-0- TO i V-10' _ 2 12'-0' TO IS-10' 3 14'-0- TO 15'-10' 4 15'-11" TO 16'-2' 5 DAB DOORS INC. Hurricane Master® Max. Size 16'--2" ) With Window Ute 0 DESIGN PRESSURE RATING GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED " REQUIREMENTS OF THE FLORIDA BUILDING CODE (FOG) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS ANCHOR EMBEDMENT TO BASE MATERIAL SHAL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC P 4. ANCHORING OR LOADING CONDITIONS OTHER THE THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF AN( DOOR TESTED IN ACCORDANCE WITH THE REOUIREM BUILDING CODE, TAS-•202, TAS-201 & TAS-203 F( ASTM E1686-05/ASTM E1996-09. £ngr: JAVAD AHMAD SCETION 5 ISCETION 4— SCETION 3 ISCETION 2 SCETION-1 - M.Lmmnn!nmj L 5 SECTION DOOR _ HEIGHT RANGE 8'-3' TO 8'-9' (4) U-BARS 6 SECTION DOOR HEIGHT RANGE 10'-6' (5) U-BARS SCETION 5 I-14 I (I I I CSCETION 4 SCETION 3 I SCETION 2 I I t I I SCETION 1JLJ e SECTION DOOR HEIGHT RANGE 12'-6' TO 13'-3' (5) U-BARS SCEnON 9 I ! I I �� SCETION 8 I SCETION 7 SCERON 6 SCETION 5 I .I SCETION 4 SCEnON 3 SCE110N 2 i I II SCERON 1 SCERON 10 SCETION 9 SCEnON 8 SCETION 7 SC ON 6 SCETION 5 SCETION 4 SC.FnnN 3 9 SECTION DOOR HEIGHT RANGE 14'-3' TO 15'-B' (6) U-BARS SCEnON 5 ' - SCERON 4 SCETION 3 - SCETION 2 II I II � f SCETION -i-----i 88 SECTIONDOORDOOR HEIGHT RANGE 13'-6' TO 14'- (6) U-BARS Engr: JAVAD AJIMAD F CIVIL : 2" "ING TRUSS FASTENED TO :s W/ Two END STILE DRILLING S. 1 /2" X 1-3/4" X 16 GA. OPEN TUBE ® TOP do BOTTOMS OF EACH PANEL 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO If 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING OPTIONAL STOP MOULDING 3/4" X .058" FORMED STEEL 'ANEL AND SECURED TO WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049' STEEL ,CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS POP If 14 X 5/8" S.M.S. r 4/ HINGE n USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 1/2" PUNCHED HOLESJ I 0 4" O.C. 0. I i 1 1 I I Q0. 1 3/16" POP RIVETS f AT 4" O.C. —(6)—FOR- -21 "---STILES (5) FOR 18" STILES 16 GA. X 2-1/4" X 3/4" 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" SELS DRILLING SCR. TOP SECTQ 3/4" X 2" X 2-1/2" X .049" STEEL ENO STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE `—DISTANCE SOLID BRASS DOOR BY 'SCHLAGE SECURITY INSTALLED IN 9/16" DIA. HOLE: POSITIONED AT EYE 3/8" POWER —BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING Engr. JAVAD AHMAD CML PROC 18 X 3/4" HEX HEAD wtLUtU IV I—I/Z A I—L/c A ie %.A. ANV.LG &NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS 1P BRACKET TANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR REINFORCEMENT 3/4" X .058" FORMED STEEL PANEL AND FASTENED TO TILES WITH 2" X 5-1/2" X .104" POP RIVETS GALV. STEEL _ FASTENED W/ (4) 14 X 5/8" S.M.S_ TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION AL REINFORCEMENT -3/4" X .058" FORMED STEEL ) PANEL AND FASTENED TO STILES WITH POP RIVETS ETING RIB --.- X-.50"-STEEL-ROL-L-ERS-- XA. X 5" STEM INSULATIONS: LAST PRODUCTS LLC' DANDED POLYSTYRENE = 1.05 PCF 11-0926.07 POLY-ISOCYANURATE = 2.0 PCF 11-0926.06 LOFOAM NORTH AMERICA' = 1.03 PCF 10-1129.04 JLFOAM LLC' = 0.92 PCF 14-0311.08 ;ALV. STEEL HINGES FASTENED # 14 X 5/8" SMS >4" ROLL FORMED STEEL PANEL QUALITY G-40 11) STRENGTH = 39 KSI tIMER AND BAKED -ON :R PAINTED TOP COAT TO BOTH SIDES OF STEEL STEEL ET FASTENED K 5/8" SMS CONNECTED Tp FLAG HORIZ. TRACK' LENGTH '= OPENING HEIGHT PLUS 12 / TO SPRING X '31 - •AND TO SPRING S� it(2) 1 /4-20 X 5, 14 GA. GALV. STEEL TRACK VERTICAL TRACY 2-1/8- X I" X .080' DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 1 B3 1 84 B5 BI 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 5E V-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 5E 7'-0" 21 " 1" 21 " 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 5E 18" 18" 18" 18" 18" 1 " TO 2" 11-3/4"' 23" 34" 45" 5E 8-0" 21 " 18"_ 18_ _1.8" 21 " 1 " TO 2" i 1-3/4" __23" _ _ 34" 45" bE *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT no m 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS nnti 2-3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. m �+ -- d m m VERTICAL LIFT HIGH LIFT STANDARD AVAILABLE TRACK OPTIONS Engr. JAVAD AHMAD PRO l�f1 CIVIL 4" DIA. LAG SCRE1 6' FROM ENDS D 11 " O.C. MAX. REINFORCEMENT 1/2" X 1-3/4" X O1 /4" DIA. LAG SCREWS FORMED STEEL AT 6" FROM ENDS AND 11" O.C. MAX. W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPING ' 050 1 224 .534 T__�-1.750 --TIT I0N-TO-WOOD-SUBSTRATE-(WOOD-SPECIFIC-GRAVITY-SG=0.55-MIN:) - ;HOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT IESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 'N OF GARAGE DOOR ANCHORAGE. 'LICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE THE BUILDING OFFICIAL UPON INSPECTION. ;ONRY WHICH SHALL BE ANCHORED TO _ OR CONC. COLUMN WITH KITH 2-1/4" MIN. EMBED 3/4" MIN. EMBED F ITH 1-1/2" MIN. EMBED 3/4" MIN. EMBED -1/2" MIN. EMBED . eDo 5/16" X 1-5/8- LAG SCREWS AT I I" O.C. 1-1/2" •► . • :.►. OF 'ITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST. -1/4" MIN. EMBED AND STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16' DIA. BOLTS WITH WASHER do NUT AT 12" O.C. MAX. AT 48' DD - . - ' W'STRIP ADI STEEL RUBBER W% .040 .700 .348 ANCHOR SPACING ANCHORS �y STRUCTURE EMBED 3 8 HLC SLEEVE BY 'HILTI CONC. 1-1/4" 3 8" CONFLEX BY 'ELCO' FILLED BLOCK 2" ' 3 8" DYNABOLT BY 'ITW' CONC. 1-1/27 3 8 POWER -BOLT BY POWERS CONC. 2" 3 8" SLEEVE -ALL BY SIMPSONS' CONC. 1-1/2- CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. EDGE DIST. e 'iEir1-1/4" X 2-1/2" X 14 GA 1-1/2. r CONT. STEEL ANGLE "1/2- 12 GA, GALV. STEEL - 1/16" X 2-1/2 FLAT BRACKETS f3" LONG 2-1/8" X 1' AT 12 O.C. IN DOOR OPNG. FILLET WELDS " GALV. STEEL AT 12" O.C. MAX. AT 18 O.C. ABOVE DOOR OPNG. FASTENED TO CONNECTED TO CONT. ANGLE W/ (2) 1/4- W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. REVERSE_TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION Engr: JACADLAHMAD �� .-. • nC I WASHER X 3/4" SMS 3/8" FROM ENDS ID 7" O.C. MAX_ #8 X 3/4" SMS 1-3/8" FROM ENDS JD 6-1/2" O.C. MAX. 1 X .062 DEEP iOVE " POLYCARBONATE LEXAN 'SABIC INNOVATIVE PLASTICS' . # 13-0717.01 75 X .062 DEEP ROOVE (4) #8 X 3/4" SMS ,--® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. c w 0 21 3/4" MAX. DW. WIDI 18 1/8" MAX. D.L.O. (8 #8 X 3/4" SMS O ® 3/8" FROM ENDS AND 4-1/2" O.C. MAX.] i 1.7I65 , 1.144 .176 --dl �-- * EXTERIOR FRAM RIGID PVC ONE PIECE INJECTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .175 X .062 DEEP /GROOVE I #8 X 3/4" SMS % )z —® 3/8" FROM ENDS AND 7" O.C. MAX. r- IEngr: JAVAD AHMAD — CIVIL I INTE RIGID PVC I 11