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HomeMy WebLinkAboutDAB NOA 17-091911 - Google SearchM IAM IDDADE MI AMI-DADS 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.zev/economy DAB Door Company, Inc. 12195 NW 98`s Avenue Hialeah Gardens, FL 33018 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consfitctien materials. The documentation submitted has been reviewed and accented 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 18'-2" Wide w/ Window Lite Option (DP +40.0, -44.0 PSF) APPROVAL DOCUMENT: Drawing No. 05-03 Rev 1, titled "Sectional Garage Door", sheets 1, 1. 1, 2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 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 LABELING: A permanent label with the manufacturer's name or logo, 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 # 1&0330.01 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 Ishaq I. Chanda, P.E. ° NOA No. 17-0919.11 MIAMI-nAUNTY Expiration Date: March 29, 2022 y Approval Date: December 14, 2017 LY ��� Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: E` IDENCE aUBMdTTED Evidence submitted in previous isles A. DRAWINGS 1. Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 05/16/2005, with revision H dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-OI28.06" 1. Test reports on 1) Uniform 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, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149AB, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. 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, PE. `Submitted underNOA # 06-08I7.07" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 054445, dated 03/18/2005, signed and sealed by Rafael E. Droz-Seda. P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 05-14406, dated 05/11/2005, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-02I0.04" 5. Test report on Salt Spray (Cor!-esion) 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. C_ALCULATIONS "Submitted under NOA # I4-0814.03" 1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.06" Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E. Isha. I. Chanda, P.E. Product Control Examiner NOA No.17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.0$, issued to SABIC Innovative Plastics, far their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 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 i 1/29/2017, 3. Notice of Acceptance No. 11-0936.07, issued to I7ypiast 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. 154203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted underNOA # OS-0228.02" 6. Test Report on Accelerated weathering Using Xenon Arc Light Apparatus Test per ASTM G 155 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 L 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 1. Statement letter of code conformance to the 5`h edition (2014) FBC and of no Ilnancial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Ishag L Chanda, P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E -2 DAB Door Companv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 05-03 Rev I, titled "Sectional Garage Door", sheets 1, 1.1, 2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017, 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. 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 conformance to FBC 2014 (5�'' Edition) and FBC 2017 (6t'' Edition), prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #16-0330.01, expiring 03/29/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E -3 �. 7-1/2" 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 b WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) C: OFIXTURE / PUSH NUT STEEL WITH ONE 5/16/X 18MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS , CENTER STILES T O 7-1/2" X 2-1/4" X .071" p GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS 2/ DOOR © WITH DELRON SLEEVE (OPTIONAL) i CENTER HINGE 1" W X .15 THK. LATCH F- LOCK ADED SLIDE BOLT (BOTH SIDES) B W/ (4) #14 X 1/2" S.M.S. — 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOOR2 .158 DIA. GALV. AIRCRAFT TYPE CABLE & 1 PRESS SLEEVE W/ MIN. 5 TOO 1 SAFETY FACTOR 6"X3"X0.1" STEEL PLATE WITH (6) #14 X 5/8" SMS O+ H�/ I lJ BRACKET D. LIFT DOOR CENTER STILE OUTSIDE HANDLE BRACKET � LOW HEADROOM �' DOOR OPTION I I 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS END STILE J\I LOCK 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 OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE IL - 1-1 rEl1II7m:: II -II I I�I I� � �I � . (dl_ 1��1��fe�lel��le1 le. I i e� I ink inkolat � I_r' pp sl�■ MM ���I�1�����1�1�1� I rr 1 �1�1� p ,I�■�1 �_ hI D= � INN ill: IILJII�■�JJIL�ILI�1�19JOf � •• • •, • , • • • • ••• •• • • 1 • • •••- INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40.0 PSF #14 X 3/4" SELF DRILLING SCREWS MAY BE USED m mp W — 44.0 PSF IN em Fled" LIEU OF #14 X 5/8" SMS ggpgtgsa� � & Aces ceNu E1 �`I (Lj (} DAB DOORS INC. teMwK.24e 2. zz- Hurricane Master® Model 824/811 tSE. • �+vv.�4 Max. Size 18'-2" X 163-0" High t� With Window Lite Option GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 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 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. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND AS E1886-05/ASTM E1996-09. Z M OD A O F M W F Z N Owp`0 N N �xC U N h 0\Ca'm O Dacp.� O Q W j JL N LLZN "o m ..IZMQw Qwsir I M O � C D v w � M � oaw C7 CdC L -1 C z U 0 UpZ�9 N O U 0 o m rn � m t L U u O U �o N N � C 0 0 m o c MSIc N 0592 ®_ a a OF drawing no. sheet 1 of INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40.0 PSF #14 X 3/4" SELF DRILLING SCREWS MAY BE USED m mp W — 44.0 PSF IN em Fled" LIEU OF #14 X 5/8" SMS ggpgtgsa� � & Aces ceNu E1 �`I (Lj (} DAB DOORS INC. teMwK.24e 2. zz- Hurricane Master® Model 824/811 tSE. • �+vv.�4 Max. Size 18'-2" X 163-0" High t� With Window Lite Option GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 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 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. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND AS E1886-05/ASTM E1996-09. Z M OD A O F M W F Z N Owp`0 N N �xC U N h 0\Ca'm O Dacp.� O Q W j JL N LLZN "o m ..IZMQw Qwsir I M O � C D v w � M � oaw C7 CdC L -1 C z U 0 UpZ�9 N O U 0 o m rn � m t L U u O U �o N N � C 0 0 m o c MSIc N 0592 ®_ a a OF drawing no. sheet 1 of I M O � C D v w � M � oaw C7 CdC L -1 C z U 0 UpZ�9 N O U 0 o m rn � m t L U u O U �o N N � C 0 0 m o c MSIc N 0592 ®_ a a OF drawing no. sheet 1 of t L U u O U �o N N � C 0 0 m o c MSIc N 0592 ®_ a a OF drawing no. sheet 1 of MSIc N 0592 ®_ a a OF drawing no. sheet 1 of HEIGHT CONSISTS OF BARS AT EACH DOOR 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" 5 6'—g" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 27'" — 7'-6" 5 SECTIONS 18" — 6 7'—g" 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'—g" 5 SECTIONS 21" — 9' 6 SECTIONS 18" — 7 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 4 SECTIONS 18" 2 SECTIONS 21 is 9'—g" 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" — � 0 M 0 U) o z 0F, M w M �W zN O o o� d uj J N F ri /C0? NLLi " v C X O 0 IL a C ti U) Q W j li � z 0 0 J z In M Q W C) O N 1 m O M O O () CD oM C O _ W M o 4 C > Q 0 Q i CD dt J E ro c o O Z 0) o CENTER STILES O o , SCHEDULE 'A' W O Z o � � DO m 0) o o x� 8'-0" To go —lot] _ O DOOR WIDTHS �s ying>dt69k 5cfildinR C Acmptunee No i pB t ° it _ 12'-0" TO IS-1 is `Y n b\G�NV Sig°°.� i �7. e TR®IF ��e drawing no. _ 15'-11" TO 18'-2" _ >®✓�° OR9D�1116 05-03 DOOR WIDTHS °°°/j�®��L\°S sheet 1 A of 5 TOTAL If OF o DOOR UVISVIMA s 10'-0" TO 11'-10" 10'-9"' 6 SECTIONS 18" 1 SECTION 21" DOOR WIDTHS DOOR WIDTHSdip 14'-0" TO 15-10" DOOR WIDTHS 0592 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 15-11" TO 18'-2" 5 0 U N N G � f 0 0 0 0 o c - 1 /2" X 1-3/4" X 16 GA, FORMED TUBE 0 TOP OF EACH PANEL \. X 2-1/4" X 3/4" X 2" STEEL U.BAR REINFORCING TRUSS S FASTENED TO VERTICAL INTERMEDIATE STILES WO # 14 X 5/S" S.M.S. AND TO END STILE OUR # 14 X 3/4" SELF DRILLING SCR. L 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� REINFORCING TRUSS TWO AT BOTTOM PANEL OPTIONAL STOP BY DOOR 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 0.55 S.G. IAI1�! STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING GALV. STEEL U.BAR REINFORCING TRUSS S FASTENED TO VERTICAL INTERMEDIATE STILES WO # 14 X 5/8" S.M.S. AND TO END STILE "OUR # 14 X 3/4" SELF DRILLING SCR. OPEN TUBE ® BOTTOM OF EACH PANEL INTERMEDIATE SECTIONS REINFORCING TRUSS ONE AT EACH PANEL #14 X 5/8" SMS 6 PER HINGE 24 GA, STEEL PANEL FLAPS BENT OVER PANEL o 0 I PUNCHED HOLES ® 4" D.C. 3/16" POP RIVETS I AT 4" O.C. () FOR 121 Is 8 STILES (5) FOR 18" STILES I _ 16 GA, X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES I W/ \ W/ FOUR # 14 X 3/4" SELF DRILLING SCR. TOP SECTION REINFORCING TRUSS ONE AT EACH PANEL 1 /2" X 1-3 /4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO (4) 3/i 6" END STILE WITH 3/16" POP RIVETS ® 12" O.C. POP RIVETS AND PUNCHED FLAPS TOP & 3/4" X 1-7/8" X 2-1/2" X .049" STEEL CENTER STILE, FOR QUANTITIES SEE SHEEP 1 GLUED AND RIVETED TO PANEL # 14 X 5/8" S.M.S. (21 r 4/ HINGE POP STEEL TRACK �y � 7-1/2 Do 14 GA. X 2-1/8" X 1" (STANDARD) GALV. STEEL CENTER J GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/16" PUSHNUT HINGE FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT W/ 1/4-20 X 5/8" TRUSS HD. INTERIOR SIDE SLOTTED M.S. & LOCK NUT SECTION B-B 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 6" TS EDGE _ DISTANCE STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA, HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING � �1/4-20 SS BOLT END ROLLER HINGE 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) N I N M p U CO o W M � Q O ¢ U- C� W O m m D7 N .i Q N = F o w o N N C N � O � N m o w rowing no. 05-03 o w o N N C N � O � N m o w rowing no. 05-03 rowing no. 05-03 w z 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. .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 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 2" X 5-1/2" X .104" VERTICAL STILES WITH GALV. STEEL (2) 3/16" POP RIVETS 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 1.82" DIA. X .50" ROLLERS I%KISO-25 W/ .44 DIA. X 4-1/4" STEMw 0 Z w O OPTIONAL INSULATIONS: ' POT PRODUCTS LLC' o POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #16-1108.04 OR BY 'CELLOFOAM NORTH AMERICA' - DENSITY = 1.03 PCF N.O.A. #15-1203,04 _ OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #17-0221.06 `lJ`JJ � \ 14 GA. GALV. STEEL �� ROLLER HINGES FASTENED 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 30TTOM BRACKET FASTENED BOTTOM SEAL OPTIONS SEE SHEET 4 SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUPPORT, CENTER SUPPORT READ, ON DOORS EXPEEDING 8 FT. IN HEIGHT A f 1 II A f J HORIZ. TRACK LENGTH =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 Millis (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK �" 1" X .080" SECTION A —A DOOR *SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 36 B7 BB 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$9 67" - 7'-6" 18" 18 is 18 it 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 57" 78-1/4" 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. rLl 11 1.9" X 2.19" X 3.3" X .090° STEEL TRACK BRACKETS m 2-3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m TRACK CONFIGURATION N N N M O 0 O 0 oM ti C O . W � p f7 � oaW U O• L Z O o U O Z W iD 0 ¢ z E k N Qoo VERTICAL LIFT HIGH LIFO STANDARD LIFT LOW HEADROOM ° e DOUBLE TRACK a AVAILABLE TRACK OPTIONS > c `®114191G9B/®/ O 6 ENS` i o • I ® No, 592 ®_ — ® TB®R drawing sheet 3 of 0 3 z �1-1/2" MIN.mjcT 2BY WOOD 1 /4" DIA. LAG SCREI AT 6" FROM ENDS AND 12' O.C. MAX. OPTION A I /4" DIA. LAG SCREWS 4T 6" FROM ENDS 4ND 12' O.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=D.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 'ELCO' WITH SPACING OF 10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 3" MIN. EDGE DISTANCE 1 /4" TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 70" 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 22" 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 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 12" 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, CONTINUOUS ANGLE TRACK TO WOOD BUCK MAXIMUM EXTERIOR(+) LOAD PER JAMB = (18.16' X 40 PSF)/2 = 363.2 Lbs per Ft. MAXIMUM INTERIOR(—) LOAD PER JAMB = (18.16' X 44 PSF)/2 = 399.5 Lbs per Ft. FILLET WELDS AT 12" O.C. MAX. #8 X 1" SELF DRILLING SCREWS OR 3/16" 'RrVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMENT 1-3/4" X .058" FORMED STEEL W'STRIP RUBBER W'STRIPPING .224 IS2� ��J534 ��1.750�� STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY OR SYSTEM REVERSE TRACK TO STEEL REINFORCEMENT 1-3/4" X .058" FORMED STEEL SELF DRILLING SCREWS OR 'RIVEX' STEEL RIVETSmi MULTIGRIP W/ DOME HEAD Im AT 48" O.C. O W'STRIP ADAPTER STEEL RUBBER W'STRIPPING 040 700 348 1.790 -- BOTTOM SEAL OPTIONS ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 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 'ITN' CONC 8" 2-3/4" 3/8" POWER —BOLT BY 'POWERS' CONC. 2" 8" 2" 3/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1-1/2 IN 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 I 1-1/4" X 2-1/2" X 14 GA CONY. STEEL ANGLE I1-1/2 ALTERNATE TRACK INSTALLATION 12 GA. GALV. STEEL FIAT BRACKETS f3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE SPOT WELDS AT EACH SIDE 2-1/8" GALV, STEEL TRACK FASTENED TO TRACK PLATES 1/4-2OX5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK a�® N n N m N M p CO o C7 w � o ¢ Q p w Z U � p U p w 0 o (n N p � = r a t�0 a w � U p a i d 0 N C � 0 0 N 0 o w drawing no 05-03 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER 03/8" FROM ENDS O 11 I II AND 7" O.C. MAX. 1, I. 11 Ijll 1 \ (4) #8 X 3/4" SMS Ijll 11 ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. I j j i l 1 I I II!I ills .175 X .062 DEEP GROOVE I III IIII 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 IIII 0: a De De W X o W IIII IIII I I !I!I IIII I!I! I'I .175 X .062 DEEP GROOVE III II ! (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS III I AND 6-1/2" O.C. MAX. I I . ° I I #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. /16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/• MAX. WOW, WII 18 1/F MAX. 3 0 #8 X 3/4" SMS O ® 3/8FROM ENDS AND 4-1/2 O.C. MAX.] DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16'" MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE .500 �.250 Z m M A Z N W 1.765 1,7251--4800 Q E N EL Op`M 1.144 (L> W Q: WO W 0 0O>M .176 Q m 0 N * EXTERIOR FRAME * INTERIOR FRAME C ca � E N00 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q ¢ Z a W p LL N Z N - o / c7 M m Q wmi 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 too, a Fe$s: VW O% k m v r'ew6esr9 ® No, 592 ®_ n m N cp M � C D W � a � at O N = Q r z o� a U U N O Zi O � c � 0 e o 0 � o c i€®R drawing no. �IZ�P7