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HomeMy WebLinkAboutAPPROVED PRODUCT APPROVAL--16' DAB 4852DAB Door Company, Inc. 12195 NW 98' Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2" 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 M dated 10/03/2017, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ISSILE IMPACTRATING: 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 #17-1018.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. AdINEEMEMENINk NOA No. 20-0107.05 MIAMI•DADE COUNTY � � " Expiration Date: July 21, 2025 ' Z r Approval Date: March 5, 2020 Page 1 DAB Door Company, Inc. 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. TI-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. TI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.05 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 I . 111 1 I, I 1' �; 1INVAINUM C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -CI 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 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 # 14-0814.08" 1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.05 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-2 DAB Door Company, Inc. 2. New evidence submitted 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. 1. None. 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance to the 6th 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. *,;;, I Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.05 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-3 a 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE -'-' PUSH NUT W/ (4) #14 X 5/8' SMS 0 a `WITHOUT DELRON SLEEVE (STD.) a 7-1/2" X 3" X .071" GALV. STEEL 4(D 1 ©� END ROLLER HINGE I I W/ (6) #14 X 5/8" SMS 1 09 1 I WITHOUT DELRON SLEEVE (STD.) >\ i9 WITH DELRON SLEEVE (OPTIONAL) 7-1/2' X 2-1/4" X .071" �� © >• GALV. STEEL CENTER HINGE ��- a W/ (4) #14 X 5/8- SMS LOCK WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR \ a — � f o ---- CENTER' HINGE j I 1" W X .15 THK. LATCH-` I STANDARD LOCK �`� F tt 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 7"X3"X0.1" STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS a a I it �-15L BRACKET STD. LIFT DOOR DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" 3 6'-9" 1 SECTION 16' 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - - 7'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18' 1 SECTION 21" 8' 3 SECTIONS 18" 12 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 4 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" 1.3 SECTIONS 18" 3 SECTIONS 21' 10' 12 SECTIONS 18' 4 SECTIONS 21" 10'-3" 11 SECTION 18" 5 SECTIONS 21" 10'-6' 10'-9' 6 SECTIONS 21" 6 SECTIONS 18" - 1 SECTION 21" 5 11' 1V-3' 11'-6" 5 SECTIONS 18" 4 SECTIONS 18" .3 SECTIONS 18' 2 SECTIONS 21" 3 SECTIONS 21" 4 SECTIONS 21" 1V-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21' 12'-3" 12'-6" 12'-9" 7 SECTIONS 21' 6 SECTIONS 18" 5 SECTIONS 18" - 2 SECTIONS 21" 3 SECTIONS 21" 13' 13'-3" 4 SECTIONS 18" 3 SECTIONS 18' 4 SECTIONS 21' 5 SECTIONS 21" 13'-6' 2 SECTIONS 18" 6 SECTIONS 21" 6 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14' 14'-3" 14'-6' 14'-9" 8 SECTIONS 21" 6 SECTIONS 18" 5 SECTIONS 18' 4 SECTIONS 18" - 3 SECTIONS 21" 4 SECTIONS 21' 5 SECTIONS 21" 15' 15'-3" 3 SECTIONS 18" 2 SECTIONS 18" 6 SECTIONS 21" 7 SECTIONS 21' 15'-6' 1 SECTION 18' 8 SECTIONS 21' 15'-9" 19 SECTIONS 21" - 16' 16 SECTIONS 18* ,4 SECTIONS 21 " a 1 O a N BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS OUTSIDE KEYED LOCK OPTS LOCK BAR LOCKING SHOWN ALTERNATE TO 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 4 FOR TOP BRACKET OPTIONS PRODUCT RENEWED I I e e ®Q , ��► I I I � 16'-2" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND RAISED PANEL EMBOSSED DOOR ASTM E1886-05/ASTM E1996-09. GENERAL NOTES STILE LOCK BAR GUIDES Jf 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 DAB DOORS INC. Hurricane Mastery Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF SPRING LOADED SLIDE BOLT I 8'-0"TO 9'-10" LOCKS SHOWN ABOVE DOOR WIDTHS as with the med& co 1`7-�fr! •) 10`-0" To 11'-10" _ 1e vt DOOR WIDTHS REFER TO SHEET 2 12'-0" TO 13'-10" _I FOR U-BAR PLACEMENT DOOR WIDTHS SCrNMHI F 'A' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO 9'-10' 2 10'-O" TO 11'-10" 2 12'-0" TO IS-10" 3 14'-0" TO 15'-10" 4 15'-11' TO 16'-2" 5 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH 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 MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD! 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING TH18 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. 111 1 I 115 w M 0 Z M Lu cq N' G. e 0cq 0�M ua IN Wt- 0-M 0 X it IL a (j)0 O CD N waii u1 to - 0 ZOE V cc W M 2 t NIVY) Ia. U U U 4 0 0 o n. z z z � 11ti1 jfI AH fto no o � ® ®® 44 X 3j4" SELF DRILLING SCREWS `�` �, M 1 2 s MAY BE USED . ' ydGEN�S' •. ® cv :�I Of IN LIEU OF #14 X 5j8'" SMS o r 14'-0" TO 15'-10' 0. O592 T r' DOOR WIDTHS e e' ®� ® ®! t o �• �T TE O drawing no, 98-05 15'-11" TO 16'-2" sheet 1 of $ DOOR WIDTHS 0 i 111% SCETION 4 SCETION 3 SCETION 2 SCETION 1 SCETION 5 SCETION 4 SCETION 3 SCETION 2 SCETION 1 HEIGHTRANGE 6'-6" TO 7'-0" (3) U-BARS 5 SECTION DOOR HEIGHT RANGE 7'-6' TO 8'-0- (3) U-BARS 6 SECTION DOOR HEIGHT RANGE 9'-0' TO 10'-3' (4) U-BARS 7 SECTION D00R HEIGHT RANGE 10'-9' TO 12'-3' (5) U-BARS SCETION 5 SCETON 4 SCE11ON 3' SCETION 2 SCETION 1 SCETION 6 SCETION 5 SCETION 4 SCETION 3 SCEnoN 2 SCETION 1 5 SECTION D00R HEIGHT RANGE 8'-3' TO 8'-9- (4) U-BARS 6 SECTION D00R HEIGHT RANGE 10'-6" (5) U-BARS SCETION 8 SCETION 7 SCETION 6 SCETION 5 SCET1ON 4 SCETION 3 SCETION 2 SCETION 1 SCETION 9 SCETION 8 SCET ON 7 SCETION 6 SCETION 5 SCETION 4 SCETION 3 SCETION 2 SCETION 1 8 SECTION DOOR HEIGHT RANGE 12'-6' TO 13'-3" (5) U-BARS 9 SECTION DOOR HEIGHT RANGE 14'-3' TO 15'-9" (6) U-BARS 10 SECTION D00R HEIGHT RANGE 16'-0' (6) U-BARS SCETION 8 SCETION 7 SCETION 6 SCETION 5 SCETION 4 SCETION 3 SCETION 2 sCETION i 8 SECTION DOOR HEIGHT RANGE 13'-6' TO 14'-0" (6) U-BARS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 20-0107.05 Expiration D te07/21/2025 By ;� - Miami -Da Product Control m In O'. i' OD M M a Z H CD 0. to O o Ltt N pp. N o U N d > n Q r�I N LLI D t'+. In LU 0 - o 0W V �Z(LLJ a r I N CD M J i 0 Q U �: v G 0 V) M _ Bali E f!! a Cp O o o V 07 � N dLO 0 o co N a .. a In= ritob0 W W W M � N � O ;u w w or °z�z�z Fa- 0. 92 a 4 ; _ O Y O U i L 2 y U O > . drawing no. -05 98 �J>p ONAL i� ` sheet 2 of 6 PRODUCT RENEWED as complying with the Florida Building Code NAA-No. 2 107.05 Expiration e07,/21/2025 By Miami -Dade Product Control -1/4" X 3/4" X 2" . U.BAR REINFORCING TRUSS DF PANEL TRUSS FASTENED TO TERMEDIATE STILES W/ TWO ' S.M.S. AND TO ,END STILE 14 X 3/4" SELF DRILLING S. 1ST SECTION (BOT QMI REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE O.55 S.G, d /2" MIN. 1-3/16" 1.9" X 2:19 X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 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 1/2" X 1-3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM 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 # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. V 24 GA. STEEL PANEL FLAPS BENT OVER PANEL USE REINFORCING 'U' 'BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS x _ 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" S£LS DRILLING SCR. INTERMEDIATE SECTIONS TOP SECTION REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL STILE, GLUED AND RIVETED [CENTER TO PANEL W/ (4) 3/16" RIVETS POP RIVETS # 14 X 5/8" S.M.S. F 4/ HINGE 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE _ EDGE DISTANCE 7-1/2" X .050"� INTERIOR SIDE 7-1/2" X .071"-1 vj GALV. STEEL END ROLLER HINGE CENTER HINGE 7/8" PUSHNUT 1.82" DIA, X .50" STEEL ROLLERS INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" NYLON ROLLERS (OPT] 2.75" DIA. X .50" STEEL ROLLERS (OPT SECTION B-B 2.75" DIA. X .50" NYLON ROLLERS (OPT WITH 5" 1/2" PUNCHED HOLES_ 0 4" O.C. a. 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES LEND STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STELE POSITIONED AT EYE LEVEL ODUC f afivigep as cabapbrift bang CQ&-ft°t Ac<egalante No t� e� 3/8" POWER -BOLT BY 'POWERS' ( 2" MIN. EMBED INTO CONC. ° t e 2" MIN. EDGE DIST. ' 1 ° ONE PER BRACKET 0) SEE SHEET 3 FOR BRACKET SPACING 1 0) m 0 O 1 rn cw a wCD �Z c § LU 04 tL Q 0 N 00 tat U. o v 0=m o and T°t u1 O to C v da 2MQ La wMi r- o rn � N z CO to U U Q X V) a; '1 Q � c 0 as o a U 0) 4 s_ 3� v O c� © Ln p to C w cal ° a� N t��S 1/4-20 SS BOLT & NUT W W W M n V1 n O 0 z a < o U U U Q o1ooa ZZzZ) IGEN& � 0 o t 0.705 o a G ' 8 TEOF 4(f drawing no. 98-05 sheet 3 of 6 w z a POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 2" 2-3/4" X 5-1/2" X 3" X .104" 5/16"'SLEEVE ANCHORS GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY i TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET FASTENED W/ (6) # 14 X 5/8" S.M.S. _ _ .090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES SLIDE FASTENED TO BRACKET WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE Wj 5/16-18 X 3/4" HEX HEAD FASTENED To TRACK Z M. SCREWS & NUTS. WITH (4) 1 j4-2O SS. BOLT &NUTS TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT t X 1-3/4" X .058" FORMED STEEL IED TO PANEL AND FASTENED TO MCAL STILES WITH 2" X 5-1/2" X .104" 3/16" POP RIVETS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION ORIZONTAL REINFORCEMENT 12" X 1-3/4" X .058" FORMED STEEL LUED TO PANEL AND FASTENED TO ERTICAL STILES WITH Z) 3/16" POP RIVETS `16" MEETING RIB 82" DIA. X .50" STEEL ROLLERS / .44 DIA. X 5" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #16-1108.04 OR BY 'CELLOFOAM NORTH AMERICA' DENSITY = 1.03 PCF N.O.A. #15-120304 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #17-0221.06 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 = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA, GALV. STEEL BOTTOM CK f W/ (4)# R14 XET 5/8"TENED SMS BOTTOM SEAL OPTIONS SEE SHEET 5 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXPEEDING 8 FT. IN HEIGHT ii A 1 It r-//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 7 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 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 Wf 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/6" BOLT & NUT VERTICAL TRACKv 2-1/8" X 1" X .080"' SECTION. A -A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS 5TH B1 B2 B3 B4 B5 B6 B7 B8 18" 18" 18" N/A 1 " TO 2" 11-3/4" 23" 34" 45" 56" 67" - 18" 18" 21" N/A 1" TO 2" 11`-3/4"34" 45" 56" 67" - RHEIGHT2ND3RD4TH 21" 21" 21" N/A 1 " TO 2" 11-3/4"23" 34" 45" 56" 67" 18" 18" 18" 18" 1" TO 2" 11-3 f 4" 23" 34" 45" 1 56" 67" 78-1f 4" 18" 18" 18" 21" 1" TO 2" 11-3/4" r 23" 34" 45" 56° 67" 78-1 f4" *-SECTIONS ARE NUMUtKEU 51AKIIN(.j At trlt 0UIIUM 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 ) 1/4" BOLTS & NUTS. m -ram LO M m <r m M m N Mr m - I T— TRACK CONFIGURATI0N VERTICAL LIFT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 20-0107.05 Expiration Dte07/21/2025 By Atk-75 Product Control HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK 'OPTIONS Z co"P N IL `9 a 00�1 to tV n� h n>M M 0 ILa< � o r it o tD WMti a to 0) o ww a I N u' z CO o U .- F C 0 n x V) ai to LD L v<� cn LL t I- O O O � N J i O U N z C) 0 into ao G7 f = a o ° o 0 o 0 0 0l I Cq 7 592 a i7 V L: L E OF ��` drawing no.. q �' ....... 0�`'�0 9 $ — 0 5 sheet 4 of 6 4" DGE #8 X I- DIST. SELF DRILLING SCREWS !R .7, Z 1-1/2" MIN. t� I--, OR W M E DIST. D M 3/16" 'RIVEX - STEEL RIVETS- 0 t� MULTIGRIP W/ DOME HEAD 0" C14 0 0 0 AT 48" O.C. REINFORCEMENT 1/2' X 1-3/4" X .058' FORMED STEEL 28Y 1/4' DIA. LAG SCREWS 2BY 1/4' DIA. LAG SCREWS WOOD BNCv --AT 6' FROM ENDS WOOD BU -AT 6" FROM ENDS AND 11" O.C. MAX. AND 11" O.C. MAX. W'STMP ADAPTER, ALUMINUM OPTION 'A' 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 11" 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 L 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED ED BLOCK WALL, WITH 2-1/4" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4- TAPPER BY 'POWERS' WITH SPACING OF 8" D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2- MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8- CONFLEX BY 'ELCO' OR 8 LDT BY [TW WITH SPACINU Ur CONTINUOUS ANGLE TRACK 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED TO WOOD BUCK 3" MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST. 11' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHER 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 (16.17' X 48 PSF)/2 = 388 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 420.4 Lbs per Ft. RUBBER WSTRIPPING 050 W .2.534 24 }— 1350 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16- DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. REINFORCEMENT 1/2" X 1-3/4" X 058" FORMED STEEL #8 X 1- SELF DRILLING SCREWS OR r3/16- 'RIVEX' STEEL RIVETS MULTIGRIP W1 DOME HEAD AT 48" O.C, W'STRIP ADAPTER STEEL RUBBER W'STRIPPING T_ I F-040 700 48Li= T- — 1.790�__7 BOTTOM SEAL OPTION 5 FR OM C r REVIREP N r- as wapbiftkith *tNedift C14 M bakfingewe C 1 4 Acceptwe 01 �3 'C20 S C 0 .. wze w4f grod"et fe"Wo LIJ V) V) x rq ;;N _j Li C > ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8- HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8' 2- 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8. 3/8' DYNABOLT 13Y 'ITW CONC. -1/2" 8' 3- 3/8" POWER -BOLT BY POWERS' CONC. 2- __T_-1/2' 8- _8" 2" j____60_NC. 3" E 00 0 0 0 7; 0 CD or- 0 0 0 j? 1 0 co CONCRETE V6(M c = 3000 PSI MIN. M C-90 GROUT FILLED BLOCK f-m = 2000 PSI MIN DIST. T I r> A j 1-1 14 . X 2-1/2" X 14 GA CONi.'STEEL ANGLE /2 12 GA. GALV. STEEL FLAT BRACKETS ±,3" LONG 2-1/8' X 1 - X 14 CA. 1/16- X 2-1/2 FILLET WELDS AT 12" O.C- IN DOOR OPNG. GALV. STEEL TRACK AX AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES AT 12" O.C. M CONNECTED TO CONT. ANGLEW/ (2) 1/4-2OX5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK INSTALLATION PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 20-0107.05 Expiration D ev f 14-1 le-UZZ) By Miami -Dade' Product Control 5 z tf 0 wo 0 ca a) .4f. CA .70592 x 4- E OF drawing no. RI ...... 11 98 ON-05 YONAL IV \ IS\1 sheet _50f 6 DOOR PANEL 24 GA. (.024) STEEL MIN. 6" DIA. WASHER #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS d 1-3/8" FROM ENDS AND 8-1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 A 75 X .062 DEEP GROOVE (4) #8 X 3/4°' SMS @ 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4" MAX. 18 1/8" MAX. D.L.O. #8 X 3/4" SMS @ 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. (:024) STEEL MIN. r- N * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE , .. 1,725 a I A • p i'INTERIOR FRAME, • •RIGID PVC ONE • ' weds•. s-a: aysc�:rw ®� �� 11 ®f, .+is%icv� :w�:ti%i..r..icv.� ��rw:w:ez�e.+ �i's'srr�sb�ss� s VE �� /@� b�:a:�.,�+�,�.•-.� � .,a.rr�w:�ti`.av:sv.• ..w_sa_ti��s_acra�� a • tl ��•71'. 'M��btiC�iC.yl.'. ��►'�Yr1.1lTi:.y:A`♦ -w-Y.-w�i:�.ararar v 1� �I IR �1 I, rl I� • • + � li �. I► yl IE �l I� s+:srti� �. `;zti�:w_•s •s:•ncwi �:i=•':ras�:�sw.Ta-w� `:%w:#aim=�%r.�:,i� � � I. i ii I- I I• s—.—.-4_ar� �i. �-^_w R1�Y�:tiV� .. 4M:iTt•�.:t►�i:�..i�:�iY.+ :V:fJ:w r'6i.9..��V.• �' INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ,.175 X, .062 DEEP r� EXTERIOR 15/16i° MIN. D.L. OPG. PRODUCT RENEWED as complying with the Florida Building Code OA-No. 2 107.05 ExpiratioWDte 07/2112025 By Miami-Dddb Product Control (,t. n I a ^ 0 70592 I e 0 ` � m U i .yG 3� ° TE OF drawing no. 98-05 !/PtiiF6ttto sheet 6 of 6