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HomeMy WebLinkAboutAPPROVED, 9x7 DABDAP Door Company, Inc. 12195 NW 98' Avenue Ilialeah 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 Miarni-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 quali y 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 jurisdictiop._ 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 H=cane Zone. DESCRIPTION: Hurricane Master Model 8241811 Steed Sectional Garage Door- up to 9'-4" Wide w/ Window Lite Option (DP +50.0, -60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 I,ABELLNG: A perms anent label with the manufacttarer's name or lobo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 916-0330.02 and consists of this page 1 and evidence pages E-I; E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chauda, P.E. t+'IIAM€•7RC1E COl7PVTY . ! NOA No. 17-101813 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets I through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 1. Test reports on 1) iJr�iform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fred Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on `Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per AS T M 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. Ishaq I. Chanda, Y.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 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. "Submitted under NOA # 09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq; P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Shect Products, approved on 12/ 10/2015 and expiring on 07/ 17/201 S. 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 11110/2011 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. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring or, 02/24,2021. "Submitted under NO 4 # 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-Soda, 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� 1251, 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 "R F AU 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 1. Statement letter of code conformance to the 5' edition (2014} FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Jw,,ad Ahmad, P.E. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E -2 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised or, OCT 05, 2017, sheets I through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Mami Dade Deparurent of Regulatory and Economic Resources (RER). D. MATERIAAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insuifoa_m, LLC, for their insulfoam Expanded Polystyrene insulation, expiring on 11/2912022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoarn 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. S T A T E X HENTS 1. Statement letter of conformance to FBC 2+014 (St' Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad A !mad, P.E. F. OTFIER 1. This NOA revises NOA # 16-0330.02, expiring 08/09/21. �e,L 1. t Ishaq I. Charda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E -3 DOOR HEIGHT CONSISTS OF 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" 6'-9" 1 SECTION 18" 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" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 4 SECTIONS 18" 2 SECTIONS 21" 91--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' 18 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" 15'--3" 2 SECTIONS 18" 7 SECTIONS 21" 15'-6" 1 SECTION 18' 8 SECTIONS 21" 15'-9" 9 SECTIONS 21" - 16' 16 SECTIONS 18" 4 SECTIONS 21" 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE _ W/ (6) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) ! 00 1 ,— 00 r o �. 1 7-1/2" X 2-1/4" X .071" yy p GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS _ WITH DELRON SLEEVE (OPTIONAL) _ B LOCK - �2/ DOOR I! I I" W X .15" TH K. LATCH / I I 1 y 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 GARACI` DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE- W/ MIN. 5 TO 1 SAFETY FACTOR t I t 6"X3"X0.1" STEEL PLATE — WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE y yr 1+r !t y I � � BRACKET STD. LIFT DOOR END STILE y i 1 i O � , r BRACKET LOW HEADROOM DOOR OPTION 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 CENTER STILE Im= OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE r — A r OPTIONAL VENT I- — A (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN MAX. DOOR WIDTH 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 7-7/8" X 3-1/8" X .010" #14 X 3/4" SELF DRILLING SCREWS MAY BE USED STEEL PLATE IN LIEU OF #14 X 5/8" SMS WITH (4) #14 X 3/4" SDS �11 LOCK BAR GUIDES �L INSTALLED ON END STILE n WITH (4) #14 X 5/8" SMS U .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 GENERAL NOTES N B o = o o 11 LLJ0 00 a, 02 0 aw �tvi A M b rn of W I z co f aco N OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOORS INC. Hurricane Mastery Model 824/811 Max. Size 9'-4" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING - + 50.0 PSF - 60.0 PSF m. 0 0 I Z O ca'j m w oZ c`o9 �2 n 0 00 Ix i LL O�u'ih vALLiV4 00 m 0 0 a. 5 0 O a U�U LL U, 0 2 a 0 m aWm F- N to LV 0, I N Cr M O 0 U 0 O C w Q A 7 ti Lf pQ� C7 CC' C � td Q E0CD 0 0 0 � j cat Z � t O L. a Lo 1=- 0 Z C7 nt LLI U) Lt] p o m w a cV �E F 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE p00R TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E1886-05/ASTM E1996-09. 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o_ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT MATERIAL SHALL BE BEYONIJ 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 1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \� f \ REQUIREMENTS OF THE 2014/2017 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 m amepwos 'khthe VkmW WATER INFILTRATION RESISTANCE ETC. °"g C ajo CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, A re Nv 17 /CI8.1 AND TO BE REVIEWED BY BUILDING OFFICIAL. FvArmifts 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION pis IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. Nkl' �e�el,.�a pis I N ® N h i 5112 m 2 °.° 5T E ®IF drawing no. ��o�� 01-09 /III 1��1,1\\ sheet 1 of 5 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEE/DIST:. SOUTHERN PINE 0.55 S.G.], EDG a 4 1-3/16" 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 1 1/2" MIN, STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 3/4" X 2" X 2-1/2" X 18 GA. STEEL 6 PER HINGE END STILE, CONNECT TO PANELS WITH 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE TEND STILE WITH 3/16" POP RIVETS ® 12" O.C. I 1-7/8" X 2-5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED j TO PANEL W/ (4) 3/16" RIVETS I POP RNEFS #14 X 5/8" S.M.S. F 4/ HINGE Ao A ; 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 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 7-1/2" X .071" GALV. STEEL_] CENTER HINGE SECTION B—B INTERIOR SIDE 7-1 /2" X 3" X .071 ". END ROLLER HINGE m EL 24 GA. STEEL PANCD 3/16" ALUM RIVETS I 0 o� 0 Z N ° FLAPS BENT OVER PANEL I a 0 0 M Lu v 1 a L[I 0 M 1/2" PUNCHED HOLES G? 0 4" Q.G. i M a Q a 0 r°I o IN I Q W5U. N I I�l ntvy_- o E02 a I a zwm F -- o N n N rn I N END STILE ANCHORS AT TRACK BRACKET: O O v coo A) 3/8" DIA. POWER -BOLT BY POWERS' 2" MIN. EMBED INTO CONCRETE LL CD — n 1-7/8" MIN. EDGE DISTANCE rr Oar ,i B) 3/8" DIA. HLC SLEEVE BY 'HILTI' CD � � c � 00 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q O N 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE Z U `o 4" MIN. EDGE DISTANCE INTO FILLED BLOCK O L i Z CD N Q O CONCRETE Vc = 3000 PSI MIN t(} o DISTDANCE� C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. © _ �2 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" STEM 1/4-20 SS BOLT & NUT 66-1111119 if o. d0992 OF AL m cn cn cn n 0 M Lq L T 0 r r r r CL 0 c; 0 c� r 0 = 2 s N U U U U N 4 0 0 0 a o m R Q O O N O •Vj � r I"] t7 O •> p � o o 0 I 0 a I i< CD ~Q drawing no. 01-09 sheet 2 of 5 0 z c� LA— w x J w m w x J Ld z d F- x c� w x J w z 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. .090 THK. 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 X 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET —1/2" X 4-1/4" X 13 GA. STEEL PLATES :D 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 .059" FORMED STEEL 2" X 5-1/2" X .104" GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPT#ON HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH �ZZ5/16" (2) 3/16" POP RIVETS MEETING RIB 1.82" ❑IA. X .50" ROLLERS 0 W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: _ BY 'DYPLAST PRODUCTS LLC' ISO-25 POLY— ISOCYANURATE DENSITY = 2.0 PCF —_ N.O.A. #16-1106.04 OR BY 'CELLOFOAM NORTH AMERICA' DENSITY = 1.03 PCF N.O.A. #15-1203.04 OR 9—Y' INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. # 17-0221.06 14 GA. GALV. STEEL. ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS O BOTTOM SEAL OPTIONS SEE SHEET 4 SECTION A —A HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EX�EEDING 8 FT. IN HEIGHT---." I A A�J =TRACK = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X 1 /8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT` GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK f J " 2-1/8" X 1" X .080" SECTION A —A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1 ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 B7 88 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" 11-3/4" 23" 34" 45" 56" 67" — 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 8'-0" 21 " 18" 18" 18" 21 " 1 " TO 2" 111-3/4" 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. � i 1 11 1.9" X 2.19" X 3.3" X .090" --T STEEL TRACK BRACKETS m 2-3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m T m m v m r� m m m TRACK CONFIGURATION VERTICAL LIFT 1)UC C' REVISM 60 Pl g with ow FkwWL bviding CO&�. i fat Acceposact Na He4 ��i7$ HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS LOW HEADROOM DOUBLE TRACK `\`e®11i61d9�I6®' 41111 EN 5B2 .93 OR �`drawing no. 40 1���� sheet 3 of 5 �4" o rn 0 I Z h O_z MN LLI g � N a IL 000 0 Lu CL X ft©J 1Z O �iwh ae%> 7 0 pIm aao0 yNC cD O N LJ n u. >n LLWW -0 02 a a Lu� lu N d CE M O oo 0 O O C O U w r-1 Q a CD -1 0 00 d Q� cy z i OI.,. o L U 0z"" 4" #8 X 1" SELF DRILLING SCREWS F z 1-1/2" MIN. OR `RIVEX' I GE DIST. a I 3/16" STEEL RIVETS o = m N U MULTIGRIP W/ DOME HEAD � AT 48" O.C. I REINFORCEMEN7 1 /2" X 1-3/4" X .058' FORMED STEEI 1/4" DIA. LAG SCREWS E 1/4" DIA. LAG SCREWS 2BY WOOD BU AT 6" FROM ENDS 2BY WOOD BU AT 6" FROM ENDS AND 19" O.C. MAX. I AND 19" O.C. MAX. I I W'STRIP ADAPTER I I ALUMINUM OPTION `A' \U/ OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8" LAG SCREWS AT 12" O.C. WOOD BUCK CONNECTION TO MASONRY A. 1y o 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 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE "1/2- 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 16" 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 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3/8" HLC SLEEVE BY HILTI' WITH SPACING OF TO WOOD BUCK 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" 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 = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft. MAXIMUM INTERIOR(—) LOAD PER JAMB — (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft. 1/16" X 2-1/2" FILLET WELDS AT 12" O.C. MAX. RUBBER W'STRIPPIP.v STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1-1/2" REVERSE TRACK TO STEEL .050 I .534 .224 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. REINFORCEMENT 1/2" X 1--3/4" X .058" FORMED STEEL 3 X 1" .LF DRILLING SCREWS i '16" `RIVEX' STEEL RIVETS 1LTIGRIP W/ DOME HEAD 48" O.C. ADAPTER RVQQQ� W'STRIPPING T_ J.040 700 .348 1.790 BOTTOM SEAL OPTIONS PROulic C € EVIS m caa Piying with #I IJURfiri? CEKk AcceDtascc No ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 1-5/8" 3/8- HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2" 3/8- DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2- B" 2-1/4" 3/8" POWER -BOLT BY 'POWERS' CONC, 2" 8" 1-7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 1-7/8" CONCRETE f'c = 3000 PSI MIN. C--90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 1---1 4" X 2-1/2' X 14 GA CONT. STEEL ANGLE 12 GA_ GALV. STEEL X 1" X 14 GA. FLAT BRACKETS t3" LONG 2-1/8" AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK FASTENED TO TRACK PLATES AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-2flX5/8" TRUSS HD. CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT W/ (3) SPOT WELDS AT EACH SIDE CONTINUOUS ANGLE TRACK TO CONCRETE AND BILLED BLOCK ALTERNATE TRACK INSTALLATION 1101&i1961f EN o 0592 ®16 T OF a ge® Um a a 0 0 OD Z W 0 z �, a w /y (L Yi Opp LLI vLa Q'o>mn o 0 IL 0 'A O N NQ c0 aMZ_5 N wpu. 6 w N o _ 0a.,I 5 p Q j aW0�M h N rn I N (O � M O 0 (i co a ui — o < - Q LL CD C E Q CO 0) 0 N Z O L. ` l Z N U O W 0 o m0)v Lsheet 4 of 5 F- z c� �r 0 z 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" POLYCARBONATE LEXAN BY `SABIC INNOVATIVE PLAST€CS' NOA #15-0915.08 .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2" Q.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. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX.] DOOR PANEL 24 GA. (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 21 3/4" MAX. WDW. WIDTH < o MAX. o D.L.O. � o A :• 6 C f 500.250 m o m 0 I 0 Z M N r W N 1.765 1.725 Q fL - Ir 0 0 0mry 1.144 7 N 0 C F /0to'm V u ei .176 I� .804 0 IL 0 Q vii * EXTERIOR FRAME * INTERIOR FRAME 0 N 0 0 0 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION � u1 0 J ZM2 W Vi 01 H �.r�►:wraa-.-..:wvrr owa-�w�►�vaaaw.�.r�� - �ayraia�a.�acrw.rr �� �.rarr.-�.-+r_ as.� �%i�w.w:i�nr���id►� �uc%T�:�s-�e:i�� 4Warr:wau�rr: ,vr:�re�.�:�rs:�aywwa Lll�j .wcrsawrrra�:+.as^waw� �vaexa^�s�:+:�w�a��1� er.A-��^wscwasrc� 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 EXTERIOR 15/16" MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH ODIC f RIEVISM as y g wia dw I kmdiag Code Aeeel$mte No 1740 F" Eute aLLL ■ N rn N T I N tD Of I) O 00 i O U — o L,J CD > K] �_ Q t° LL- < iZ¢ s 00 <n Q 0 V Q7 N z L U O Z N 0 Lo O m a7 a N drawing no. 01 -09 sheet 5 0# 5