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HomeMy WebLinkAbout16' NOA 3644M iAM l•DADE MIAMI-DADS covrlTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DAB Door Company, Inc. 12195 NW 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 otherareaswhere allowed by the Authority Having Jurisdiction (AHJ). This NOA shall notbe valid afterthe expiration date statedbelow. The Miami -Dade County Product Control Section (In Miami -Dade County) and/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 o f such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16ft-2in 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 revision M dated 07/20/2020, sheets 1 through 5 of 5, preparedby Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., 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/series number,the positive and negative design pressure rating, indicate impactrated 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 orprocess. Misuse of this NOA as an endorsement ofanyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 20-0107.06 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. Expiration Date: July 21, 2025 Approval Date: December 03, 2020 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 17-1018.12" 1. 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 A1- Farooq Corporation, signed and sealedby Javad Ahmad, P.E. B. TESTS "Submitted underNOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Te st 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 Pre ssure 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 perASTM 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 07/15/200 3, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test perASTM 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" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel p anels, 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, date d 0 9/2 2/2014 an d 07/24/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (font.) "Submitted under NOA # 11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F. B. C 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. C 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 AcceptanceNo.13-0717.01, issuedto SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of 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 0 1/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyp last ISO-C 1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01 /11/2017. 5. Notice of Acceptance No.10-1129.04, issued to CellofoamNorth 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 underNOA # 14-0814.10" 1. Statement letter of code conformance to the 51 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. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 20-0107.06 A. DRAWINGS "Submitted under NOA #17-1018.12" 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision L dated 10/03/2017, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of ,Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No.15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. 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. F. OTHER 1. This NOA renews NOA #17-1018.12. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-3 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED. A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision M dated 07/20/2020, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 11/16/2020, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7t' Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E - 4 A7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) � p� 7-1/2- X 3" X .071 " GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS O WITHOUT DELRON SLEEVE (STD.) O WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE LOCK W/ (4) #14 X 5/8" SMS 2/ DOOR WITH DELRON SLEEVE (OPTjONAL7 `� 1" W X .15 THK LATCH�� CENTER HINGE PUSH NUT 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 F_ .158 DIA. GALV. AIRCRAFT TYPE �� ,- ®``�`� CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR i \\ (D `\\ B 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 � co N BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM - - -, DOOR OPTION DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR U) 00 0 a j W-6" 2 SECTIONS 18' 2 SECTIONS 21" 6'-9" 1 SECTION 18" 3 SECTIONS 21' 7' 14 SECTIONS 21" - 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 1S" 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'-5" 4 SECTIONS 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' 15 SECTIONS 1B' 2 SECTIONS 21" 11'-3' 11'-6" 11'-9" 4 SECTIONS 18" 3 SECTIONS 18" 2 SECTIONS 18" 3 SECTIONS 21" 4 SECTIONS 21" 5 SECTIONS 21' 12' 1 SECTIONS 18" 6 SECTIONS 21' 12'-3" 7 SECTIONS 21" - 12'-6" 5 SECTIONS 18' 2 SECTIONS 21' 12'-9" 5 SECTIONS 18" 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" 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' 3 SECTIONS 18" 6 SECTIONS 21" SECTIONS 18" 7 SECTIONS 21' E5-2 1 SECTION 18" 8 SECTIONS 21" 9 SECTIONS 216 SECTIONS 18" 4 SECTIONS 21° 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT - FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS SFF SHFFT 3 P1R Tr1P RRARKFT nPTIONS OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE . L (3) 5" WIDE AT 7" O.C. MAX. L OPTIONAL FLUSH FACE OPNG AREA NOT TO EXCEED 120 SQ IN WOOD GRAIN DESIGN #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS W 0 0 0 W Z 0 U W rn Z LAJ L MAX. DOOR WIDTH - a 16'-2" THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED INSIDE ELEVATION BUILDING CODE, NTASCOROZANAS 2CE 101 & TASTH THE E203EFOR THVHZ AND S OF RIDA RAISED PANEL EMBOSSED DOOR �ASTM E1886-05/ASTM E1996-09. END STILE II I\I LOCK BAR GUIDES INSTALLED ON END STILE ° WITH (4) #14 X 5/8" SMS 4 .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK CENTER STILES OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE 8'-0" TO 9'-10" DOOR WIDTHS IMMIMIAMMI 10'-0" TO 11'-10" r 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 = + 36.0 PSF — 44.0 PSF SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO 9'-10" 2 10'-0" TO 11'-10" 2 12'-0" TO 13'-10" 3 14'-0" TO 15'-10" 4 15'-1 ?" TO 16'-2" 5 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 MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 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 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. 'MINSE-1- N. DOOR WIDTWS ®� No. � 3 � °,,B®#IAL (\ m Z M aho Z M N W o C4 0 wN Mch IL v�Nn ©' 0 m O 0 L0 rf a 4 (A0 N O Q wmu. La �Uj0 -O Q W Im H N I` W N U O) I M z 00 0 C O v w — x u') M w CN > - Q� p E +� (!j � V (UN C) v I 0Z(D N O � L0 o D � d � Q N C- CV U U W W W m m to ut N n o n w o 0 W W W 0 0 a a � U U U Q O 0 0 o a a Z Z Z > drawing no. 02-21 sheet 1 of 5 X 2-1/4' X 3/4" X 2" uALv. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.Vl-S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. u 1 ST 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 <d 0.55 S.C�1\ a/ 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 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 1-7/8" X 2-5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 7-1/2" X .050" ' INTERIOR SIDE GALV. STEEL _• CENTER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT SECTION B—B 24 GA. STEEL PANEL FLAPS BENT OVER PANEL r-." 1/2" PUNCHED HOLES,/I 0 4" O.C. I 14 P 3/16" POP RIVETS AT 4" O.C. i (6) FOR 21" STILES ° (5) FOR 18" STILES END STILE SOLID BRASS DOOR VIEWER 3/4" X 2" X 2-1/2" X .049" STEEL BY 'SCHLAGE SECURITY HARDWARE' END STILE, CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 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 'DEWAL T' DISTANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 3/162" MIN. EDGE DISTANCE ° � POP RIVETS ° ` , -� 1-3/16'w 3/8" DIA. HLC SLEEVE BY 'HILTI' B) 1-1/4" MIN. EMBED INTO CONCRETE OR FI-LED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE O GROUT FILLED ^fl N. C-90m = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING '. 7-1/2" X .071" 1 /4-20 SS BOLT���111 END ROLLER HINGE &NUT V � ^ +s 1.82" DIA. X .50" STEEL ROLLERS (STD.)' NO 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" STEM Z Mh C z M W Qa �N fY oo�0 aWi " 0 �Nh tic ui .I Q'Oamm o 0aOG 0 yy0 to Q W z LL Z N • M 02 C7 t0 Q W Im cq 1�— ec N o W N U W I N z pp o O V v ~ S O W P7 x N C to w W 0 Q � cn n-, mu E — vi 00 c m U 0) a) N o L.s 0 ei O Z CD N K 0O 13 � m 0) a� t5 L L U 0 w w w m m x x = w w rn en rn ^ o 0) ti 0 o 0 0 F N N r+ w w w 0 0 U = _ 1:- w 0 U U L)QQ QO 0 0 o a a o z z z > N O 1 Or O_ 1 O 1 ~ O U t O W U drawing no. 02-21 sheet 2 of 5 POP RIVETS 2 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 .J W Z Q a SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET /2" X 4-1/4" X 13 GA. STEEL PLATES 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 1.82" DIA. X .50" W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCT! ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. # 17-1207.04 OR BY 'CELLOFOAM NORTH 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 = 39 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 5 z W m 0 Z Z W a. O 00 m HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXREEDING 8 FT. IN HEIGHT --- A ..-� II //1100,- II pfJ 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 5TH 81 B2 83 64 65 66 87 B8 6'-0" 18" 18" 18" 18" N/A 1 " TO 2" 11-3/4" 23" 34" 45" 56" 67" - 6'-6" 21 " 18" 18" 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 56" 67" - 7'-0" 21 " 21 " 21" 21 " N/A 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" 78-1 /4" 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 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 m 2-3/16" HIGH CONNECTED TO TRACK WITH (1) 1 /4" BOLTS & NUTS. m a m M m N m m TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS y 11 111 �� z 0,r Oz 06OD � N WID Q g N a 6 0 wj cl N O I= 0 Van W rl cr V) 0 0 IL 0 to Oto Q W D W go- -0 ZE QWa�� N o � W N cD °i I 04 J � c. O O � O W n x V) re) t0 Lu N W C Q o E ui W 00 c o D 0 0) N N u- i a ::� O Z U N of a o D Q N o .. o -= N W 0 a w m m x oa. 4 = O N 0 r J w 0 0 z = W W O r r 0 0 o a m li Z m D 7 0 ♦ �� �EfVs o ® •vG° i o I ~ No. a 2 m a ��®�•, 5TA 0 °��� drawing no. 02-21 Ile ft 10NAL�" * ` sheet of 5 3 4" IN. DGE DIST. w Z 1-1/2" MIN. SELF DRILLING SCREWS o I G? o E DIST. I m OR 3/16" `RIVER' STEEL RIVETS � N o MULTIGRIP W/ DOME HEAD W I m o AT 48" O.C. I j N3 REINFORCEMENI 1 /2" X 1-3/4" X .058' 2BY 1/4" DIA. LAG SCREWS 2BY 1/4" DIA. LAG SCREWS FORMED STEEL WOOD BU AT 6" FROM ENDS WOOD B U Kl! AT 6" FROM ENDS 15" O.C. MAX. �AND I AND 15" O.C. MAX. I W'STRIP ADAPTER 1 ALUMINUM OPTION 'A' 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. 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 'DEWALT' 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 1/4" TAPPER BY 'DEWALT' 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" LDT BY 'ITW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 5/16" X 1-5/8- LAG SCREWS AT 12" O.C. � o n 1-1/2- CONTINUOUS ANGLE TRACK TO WOOD BUCK 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 15" 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 62 PSF)/2 = 291 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per Ft. 1/16" X 2-1/2" FILLET WELDS AT 12" O.C. MAX. RUBBER W'STRIPPIP.� STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM REVERSE TRACK TO STEEL ii 050 224 .534 FI�-1.750 REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X 1" SELF DRILLING SCREWS OR 3/16" `RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. ( O W'STRIP ADAPTER STEEL RUBBER W'STRIPPING 040 1 700 Y .348 -1.790 ANCHOR SPACING ANCHORS STRUCTURE I 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" 3-3/4' 3 8" DYNABOLT BY 'ITW' CONC. 1-1 2 8" 2-1 2 3/8" POWER -BOLT BY 'DEWALT' CONC. 2" 8" 2" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2 8" 3" CONCRETE f'c = 3000 PSI MIN. 5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. WITH WASHER & NUT AT 12" O.C. MAX. EDGE DIST. 1-1/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE I 1-1/2" ALTERNATE TRACK INSTALLATION 12 GA. GALV. STEEL FLAT BRACKETS f3" 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 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 7 �w M OZ `")� W N oo11-o a j N � tOu F 0 UNm ciCWa 0 m O dd0Da Q rr Ny0 IDY. m Z_j N LL z Gi 1n aL ° m JZMQw Q W 0L r N r N 21 N M 0 U - s = O i7 x � N r 1 _ v Q a E � Urn � o L OZCr)N 0 0 0 o m Q N W m o Z Q U U w � o m m w OU a n N N O N N � J 0 o- O F cz.>>Koo z w a a a x m m > 0 d ®%l11111/fill Nov NO. ui ce O U Y sT O e�ql�: drawing no. 02-21 /1.141::1'.AL k'�` sheet 4of 5 3 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" 'TUFFAK' POLYCARBONATE SHEET BY 'PLASKOLITE' NOA #18-0913.06 .175 X .062 DEEP GROOVE I (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER �,_ DOOR PANEL 24 GA. (.024) STEEL MIN. d- * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 3/4" MAX. WDW. WIDTH 18 1/8" O MAX.� r�+ �ryt0 in500 .250 oN z a 01) LLI WM 1.725 d� 1.765 'ITOin 0aCA1.144 jN MIXo •.800 QI paao A * EXTERIOR FRAME * INTERIOR FRAME y N o RIGID PVC ONE PIECE INJECTION 'RIGID PVC ONE PIECE INJECTION a w Z a --- -- ----- �ZN -o W 0rL F INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS C 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 DOOR PANEL 24 GA. (.024) STEEL MIN. F- _---- - -.. 15/16" MIN. GLAZING BITE WINDOW WIDTH EXTERIOR D.L. OPG, A' FAO, FAOEN NOV _ �1 0ONAL (sheet 5 of 5 )