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HomeMy WebLinkAboutproduct approvalMiAMi•^M 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.gov/economy DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide with Window Lite Option (DP +36.0,44.0 PSF) APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 # 14-0814.10 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. NOA No. 15-0304.01 Expiration Date: July 21, 2020 1S Approval Date: April 23, 2015 04'1b/v Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 02-21, titled 1124 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision J dated 11/07/2014, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.12" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3204, dated 01/20/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. 464,941V)5, Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitter! under NOA # 11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.02" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their 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 -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 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 "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 # 14-0814.10" 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. pq Ib�IS Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 p 7-1/2" X 2-1/4" X 18 GA. -- PUSH NUT GALV. STEEL CENTER HINGE `\ W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) i O © I 0 n 7-1/2" X 3" X .071" GALV. STEEL I END ROLLER HINGE I I 00 W/ (6) #14 X 5/8" SMS I / O WITHOUT DELRON SLEEVE (STD.) i WITH DELRON SLEEVE (OPTIONAL) \\ O O 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE LOCK \ O W/ (4) #14 X 5/8" SMS 2/ DOOR \ IIII ICL WITH DELRON SLEEVE (OPTJONAL) \1 / o o\ /I O I 1 1" W X .15 THK. LATCH�� d-. CENTER HINGE STANDARD LOCK \ 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 DOORS 158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 2-3/4"W X 5-5/8"H X .090" THK. STEEL PLATE, 1-3/8" DEEP WITH (3) #14 X 3/4" SELF DRILLING SCREWS 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 DRILLING SCREWS ANY CENTER STILE SEE SHEET 3 FOR TOP BRACKET OPTIONS CENTER STILES SEE SCH. 'A' r y A __.. BRACKET BRACKET a STD. LIFT DOORLOW HEADROOM DOOR OPTION DOOR HEIGHT CONSISTS OF_ TOTAL $ OF 'U' BARS AT EACH DOOR__ 6'-6" _ _ 2 SECTIONS 18" 2 SECTIONS 21° rc o G a m 6'-9" 1 SECTION 18" 3 SE_CTION_S21_" 7' 4 SECTIONS 21"j- 7'-3" - - 7'-6° 5 SECTIONS 18" 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18° 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" 4SECTIONS 18" 2 SECTIONS 21" 9'-9° 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3" 1 SECTION 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21" - 10'-9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS 18" 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" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" 14'_-_9" 4 SECTIONS 18° 5 SECTIONS 21° 15' 3 SECTIONS 18" 6 SECTIONS 21" 2 SECTIONS 18° 7SECTIONS 21" 15'-6" 1 SECTION 18° 8 SECTIONS 21' 15'-9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" i I i II 91'I, I IIII ' II' 'I 7-7/8" X 3-1/8" X .010" OPTIONAL VENTS STEEL PLATE L (3) 5" WIDE AT 7' O.C. MAX. _ OPTIONAL FLUSH FACE WITH (4) #14 X 3/4" SDS OPNG. AREA NOT TO EXCEED 120 SO. IN. uev nnno WInTU WOOD GRAIN DESIGN CENTER STILE INSIDE ELEVATION OUTSIDE_ RAISED PANEL EMBOSSED DOOR HANDLE I IT, Y"IUL -END STILE JLOCK BAR GUIDES L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE CENTER STILES IT 8'-0" TO 9'-10" DOOR WIDTHS #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 1V-10" 12'-0° TO 13'-10" _ 2 -- - 3 -- - 14'-0" TO 15'-10" 4 15'-11" TO 16'-2" ---5 --- � 111• 1 111• 1 111• 1 111• 1 L --A I DAB DOORS INC. Hurricane Mosterqb Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 36.0 PSF — 44.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND ASTM E1886-05/ASTM E1996-09. CML PRODUCT RihKEWEV FLA. PE # 70592 r Oam*7ur vAith d1! ikY114o aA.N. 38 BWldftCo& AcoWave MD ZS .o/ 2015 By� 4�cslllt Z m O Z W N Q � N OW x0x 0 LL 0v V ° m 0 O W O aQM Q �i 0�;c9c� ItWO 3W LL Z V o If) m .:u' 19Q Q W F 0 1�'fN w¢ K J 00 z O o n U W w N Q J W Z = � Z_I-z � o 00 W 0' e W N O O .0 ,n 0 Z = a m'nw on 0]o'J" Q N Q J N o I I o � II I N 6 n O V t drawing no. 02-21 sheet 1 of 00 FJ 0 00 n w 0 o z0 s W Z K z ro 10o o 0 o0 '0 0 p I- 0 U Bo ; w > Z F o DAB DOORS INC. Hurricane Mosterqb Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 36.0 PSF — 44.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND ASTM E1886-05/ASTM E1996-09. CML PRODUCT RihKEWEV FLA. PE # 70592 r Oam*7ur vAith d1! ikY114o aA.N. 38 BWldftCo& AcoWave MD ZS .o/ 2015 By� 4�cslllt Z m O Z W N Q � N OW x0x 0 LL 0v V ° m 0 O W O aQM Q �i 0�;c9c� ItWO 3W LL Z V o If) m .:u' 19Q Q W F 0 1�'fN w¢ K J 00 z O o n U W w N Q J W Z = � Z_I-z � o 00 W 0' e W N O O .0 ,n 0 Z = a m'nw on 0]o'J" Q N Q J N o I I o � II I N 6 n O V t drawing no. 02-21 sheet 1 of m X 2-1/4" X 3/4" X 2" UALV. STEEL U.BAR REINFORCING TRUSS ® BOTTOM OF PANEL 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 S. 1ST SECTION (BOTTOM) 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. 1 I 1-3/16" 1.9" 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS - SEE SHEET 3 FOR SPACING INTERMEDIATE SECTION OPTIONAL STOP MOULDING BY DOOR INSTALLER # 14 X 5/8" SMS 6 PER HINGE TOP SECTION / 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS =a° 1-7/8" X 2-5/8" X .049" STEEL -a� CENTER STILE, GLUED AND RIVETED �TO PANEL W/ (4) 3/16" RIVETS 3/16" 1 5/8" MIN.POP RIVETS .F`GIST. r4/HINGE S.M.S. 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 NO. SLOTTED M.S. & LOCK NUT 7-1/2" X .050"� INTERIOR SIDE GALV. STEEL CENTER HINGE PUSHNUT .LED ON ROLLER SHAFT SECTION 8- 7 7-1/2" X .071" END ROLLER HINGE 24 GA. STEEL PANEL FLAPS BENT OVER PANEL -\ I o 1�1 0 1/2" PUNCHED HOLES O 4" O.C. 01, I I I I I 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES ° (5) FOR 18" STILES STILE Z m Z W W N Q 2 N IL MID 0 a� 0v Vo M cem ° o 0 4 ¢ p H 0 °3 or-O� QO W3LLy Z N O In 2 ^ J aro (N ¢ Q W SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' 3/4" X 2" X 2-1/2" X .049" STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL SEE DETAIL ABOVE ANCHORS AT TRACK BRACKET: EDGE ,3/8" DIA. POWER -BOLT BY 'POWERS' DISTANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) \ 2" MIN. EDGE DISTANCE 11-3/161p- 3/8" DI HLC SLEEVE BY 'HILTI' B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1.82" DIA. X .50" STEEL ROLLERS (STD. 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL WITH 5" STEI PIIODmREHEM'ED FLA. PE 70592 •000p1yMt r4H1IFwFkma CA.N. 38 Balldins Com 1/4-20 SS BOLT � NO & NUTBy4. 0 or, 5 %6mw?wftmwd cn" 7 0 N b O O D O� x_ s 0 0 0 E I O I T drawl g 02-21 sheet 2 of 5 POP RIVETS 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8" S.M.S. 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 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 FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS HORIZONTAL REINFORCEMENT \ 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/16" POP RIVETS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB PLASTIC/STEEL ROLLERS vZo 1.82' DIA. X .50" W/ .44 DIA. X 4-1/4" STEM LJ \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 = 39 KSI ----- -- WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL J W SECTION A—A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 5 F L x z Z c OPTIONAL INSULATIONS: HEIGHT BY 'DYPLAST PRODUCTS LLC' 3RD 4TH EPS -EXPANDED POLYSTYRENE - - DENSITY = 1.05 PCF I B8 N.O.A. #11-0926.07 18" 18" OR ISO -25 POLY-ISOCYANURATE N/A 1" TO 2"111-3/4"I N/A 1" T1 2i111-3/4" 23" 34" 23" 34"_ DENSITY = 2.0 PCF _ - - -------N.O.A. #11-0926.06 21" 18" OR 21" BY 'CELLOFOAM NORTH AMERICA' F x G_ 0 0 � m DENSITY = 1.03 PCF - - N.O.A. #10-1129.04 7'-6" OR 18" 18" BY 'INSULFOAM LLC' 23" 34" DENSITY = 0.92 PCF � N.O.A. #14-0311.08 LJ \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 = 39 KSI ----- -- WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL J W SECTION A—A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 5 F L x z Z c Y TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT REDD. ON DOORS EXREEDING 8 FT. IN HEIGHT II II A A�-! HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 8 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 8 FT. OR DOORS WITH INSULATION OR WINDOWS 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 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A—A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5THI 81 82 B3 84 85 B6 I B7 I B8 6'-0" 18" 18" 18" 18" 118 21" N/A 1" TO 2"111-3/4"I N/A 1" T1 2i111-3/4" 23" 34" 23" 34"_ 45" 56" 67" 67" _ - - 6'-6" 21" 18" 7'-0" 21" 21" 21" F x G_ 0 0 � m 23" 34" 45" 56" 67" - 7'-6" _21" 18" 18" 18" 18" 18" 1" TO 2" 11_3/4'.- 23" 34" 45" 1 56" 67" � 8'-0" Fil" 18" 18"118" 21" Tl--T—O2' 11-3/4" n m 45" 56" I 67" 78-1/4" m - m m m m FIR Y TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT REDD. ON DOORS EXREEDING 8 FT. IN HEIGHT II II A A�-! HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 8 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 8 FT. OR DOORS WITH INSULATION OR WINDOWS 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 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A—A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5THI 81 82 B3 84 85 B6 I B7 I B8 6'-0" 18" 18" 18" 18" 118 21" N/A 1" TO 2"111-3/4"I N/A 1" T1 2i111-3/4" 23" 34" 23" 34"_ 45" 56" 67" 67" _ - - 6'-6" 21" 18" 7'-0" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 7'-6" _21" 18" 18" 18" 18" 18" 1" TO 2" 11_3/4'.- 23" 34" 45" 1 56" 67" 78-1/4" 8'-0" Fil" 18" 18"118" 21" Tl--T—O2' 11-3/4" 23" 34'" 45" 56" I 67" 78-1/4" *-SECTIONS ARE NUMBERED STARTING AT IHIL 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 �I) 1/4" BOLTS & NUTS. (alift u 9, ED VERTICAL LIFT HIGH LlFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS 0 Engr. JAVAD AHMAD o B CIVIL PROC`UCl �� i a FLA. PE # 70592 a oomoyt/ mth elle F1U114a o t C.A.N. 38 Btu('dlry Code v n n Aeeept.me No S-0 0 •ol 6 i x R M i4oitdCo>Md drawing no. 02-21 w z 1-1/2" MIN. "B7 DGE\D\IST. 3 \ 2BY WOOD 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 15" O.C. MAX. OPTION 'A' 2BY WOOD OPTION 'B' 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 15" O.C. MAX. 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 12" O.C. WOOD BUCK CONNECTION TO MASONRY - PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1_1/2 1/4" TAPPER BY 'POWERS' WITH SPACING OF 11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4 15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE 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. CONTINUOUS ANGLE TRACK TO WOOD BUCK MIN. EDGE DIST. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Fl. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per FL. 1/16" X 2-1/2" FILLET WELDS AT 12" O.C. MAX. #8 X 1" SELF DRILLING SCREWS OR 3/16" 'RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMEN 1/2" X 1-3/4" X .058 FORMED STEEL W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPINo STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1-1/2" REVERSE TRACK TO STEEL 050 F L__ 534 224 I --1.750 �I 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. ALTERNATE TRACK INSTALLATION REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL ka X 1" SELF DRILLING SCREWS OR 3/16" 'RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. V0 W'STRIP ADAPTER STEEL 040 700 .348 1.790�� W'STRIPPING ANCHOR SPACING ANCHORS STRUCTURE_ SPACING EDGE DIST. _ 3/8" HLC SLEEVE BY 'HILTI' GONG. _EMBED 1-1/4" 8"_ 2" 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3/4" 3 8" DYNABOLT BY 'ITW' GONG. 1-1/2" 8" _ 2-1/2" 3/8" POWER -BOLT BY 'POWERS' CONC.. 2" 8" _ 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. _ 1-1/2" 8" �2" CONCRETE Cc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. 1-1/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL _ FLAT BRACKETS t3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE EDGE DIST. 1_1/2" 2-1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK NN 0 igr. JAVAD AHMAD i o CIVIL PRODUG"rRENEWED j FLA. PE a 70592 rcompwOQ with did Fw" C.A.N. 3538 Bud&*CO& n a AOOOp1Y11N P10 T'�- v° h l�L O _ :oprodwdCo•'el drawing no. 2015i 02-21 ,sheet 4 of 5 AA O Of W X W DOOR PANEL 24 GA. (.024) STEEL MIN, 7/16" DIA. WASHER #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. 1 y �(4) #8 X 3/4" SMS \ ® 1-3/8" FROM ENDS it J-) AND 6-1/2" O.C. MAX. I I I .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #13-0717.01 .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE .500 k -x.250 FZ CZ Now 0 1.765 1.725 a 2 ry 0.' o 0 a�1.144 x O LL 0� V O co .176 I�—.800 d > M °o 0 IL Q D oH7 RIGID VCT ONIEO PIECREERR INJECTION RIGID PME VJC ONIEE PI CTEROR EA INJECTIONQ 3 N LL Z 1!1 - 0 jLo Wz Q O INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS CC) WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION #8 X 3/4" SMS ® 3/8" FROM ENDS - .175 X .062 DEEP AND 4-1/2" O.C. MAX.] GROOVE I J #8 X 3/4" SMS _ li ® 3/8" FROM ENDS ---- AND 7" O.C. MAX. r -------- -_- - _- -_ -_- _ _- - - - - - Engr JAVAD AHMAD eROl REWEWF.D 7/16" DIA. WASHER - - - - - - - - - - - - - - - - CML acomptyuplYith*Afimi1t \ _ - - - - - - - FLA. PE # 705" BWdhq� C.A.N. 3538 Aooepl�oO NO S'fi3ti DOOR PANEL EXTERIOR By 24 GA. (.024) STEEL MIN. a DOOR PANEL 15/16" MIN. D.L. OPG. � Id 24 GA. (.024) STEEL MIN.° GLAZING 81TE N O I o 0 T a o I � T d T a o � drawing no 02=21 sheet 5of 5 I I I II II'I II II II II I I III 1 1 I I IIS ,III I I III II I III III _ I \ I ,III I I I I i I I I. I � j I .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE .500 k -x.250 FZ CZ Now 0 1.765 1.725 a 2 ry 0.' o 0 a�1.144 x O LL 0� V O co .176 I�—.800 d > M °o 0 IL Q D oH7 RIGID VCT ONIEO PIECREERR INJECTION RIGID PME VJC ONIEE PI CTEROR EA INJECTIONQ 3 N LL Z 1!1 - 0 jLo Wz Q O INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS CC) WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION #8 X 3/4" SMS ® 3/8" FROM ENDS - .175 X .062 DEEP AND 4-1/2" O.C. MAX.] GROOVE I J #8 X 3/4" SMS _ li ® 3/8" FROM ENDS ---- AND 7" O.C. MAX. r -------- -_- - _- -_ -_- _ _- - - - - - Engr JAVAD AHMAD eROl REWEWF.D 7/16" DIA. WASHER - - - - - - - - - - - - - - - - CML acomptyuplYith*Afimi1t \ _ - - - - - - - FLA. PE # 705" BWdhq� C.A.N. 3538 Aooepl�oO NO S'fi3ti DOOR PANEL EXTERIOR By 24 GA. (.024) STEEL MIN. a DOOR PANEL 15/16" MIN. D.L. OPG. � Id 24 GA. (.024) STEEL MIN.° GLAZING 81TE N O I o 0 T a o I � T d T a o � drawing no 02=21 sheet 5of 5