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HomeMy WebLinkAboutAPPROVED Garage Door Plans 5060 M IAM MMA�E MIAMI-DADE COUNTY Z PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(756)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.Miamidade.gov/economx DAP 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 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 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 I. Chauda,P.E. NOA No. 17-101813 t�o�s�€ R€secousvTr Expiration Date:August 9,2021 Approval Date:December 14,2017 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 Ahmad, 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 1. 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 07/17/201S. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoara, 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 1 111 0/20 1 1 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. F ETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Scda, 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 _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 Deparu rent of Regulatory and Economic Resources (RER). D. MATERIAAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06,issued to Insuifoa_m, LLC, fo? theix 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-C 1 Poiyiso cyanurate 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. STATE-NN ENTS 1. Statement letter of conformance to FBC 2+014 (St'Edition) and FBC 2017 (6t' Edition), prepared by Al Farooq Corporation+, dated 10/05/17, signed and sealed. by Javad A !mad, P.E. F. OTHER 1. This NOA revises NOA# 16-0330.02, expiring 08/09/21. � . 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 7-1/2" X 3" X .071" GALV. STEEL TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT rn W/ (6) #14 X 5/8" SMS ,��~ ~~`�� FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER 0j WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4 SELF DRILLING SCREWS TO BE INSTALLED AT _ WITH DELRON SLEEVE (OPTIONAL) �\ CENTER STILE Z m ti w ! O Q t CENTER STILE ro p }. , m C� a a001 c� v \ �+ �� IL ? N r I I • • / _ 0 LU '1 > m O' 0 � m 0 I 7-1/2" X 2-1/4" x .071" - p °' a s c`q� I�� p GALV. STEEL CENTER HINGE J �Y `n N N Fr W/ (4) #14 X 5/8" SMS , Z O \\ WITH DELRON SLEEVE (OPTIONAL) B - 1 B � oo o Q w o �\ - _ ` . in TO 16 ZG LOCK xcn V) Jcsm � 2/ DOOR -- - -�- a o 0 0 Q w 01 F 0 t- O F W � w M a W I Z N r! I 1" W X .15" TH K. LATCH r Y _ tD f III STANDARD LOCK \� SPRING LOADED SLIDE BOLT (BOTH SIDES) _ Cr FASTENED W/ (4) #14 X 1/2" S.M.S. �� _ f — O �j 00 0 5/8" MIN. LOCK ENGAGEMENT C O CONFORMS TO SECTION 1008 REGARDING GARAGI` DOORS LLI } Q (7 Q Li 1i U CL CO DOOR HEIGHT CONSISTS OF /� �� /� �\ Q r CD 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" .158 DIA. GALV. AIRCRAFT TYPE A O a Lo 6'-s" 1 SECTION 18" 3 SECTIONS 21" CABLE & NICO-PRESS SLEEVE / �/ OPTIONAL VENT W/ MIN. 5 TO 1 SAFETY FACTOR r til�r 11 i (3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE U p z C7 T 4 SECTIONS 21" - ; p I , OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w r� Ln s o I it 1 ,� 120 SQ. IN. COLONIAL DESIGN � 0 7'-6" 15 SECTIONS 18" 6"- X 3" X 4.1 7'-9^ 4 SECTIONS 18" t SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" STEEL PLATE \` �� �/� \\ ® // ��' MAX. DOOR WIDTH z WITH (2) #14 X 5/8" SMS �\ 70T� �\ 9'-4"8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC. s' s SECTIONS 18" - STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Mastery Model 824/811 9'-3" 5 SECTIONS 18" 1 SECTION 21" DOOR OPTION W W m 9'-6^ 4 sEcnoNs 18" 2 sECTlorls 21^ Max. Size 9'-4" X 16'-0" High = 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 7-7/8" X 3-1/8" X .010° With Window Lite Option m 10` 3 SECTIONS 18" 3 SECTIONS 21" STEEL PLATE #14 X 3/4" SELF DRILLING SCREWS MAY BE USED c N CENTER STILE WITH (4) #14 X 3/4" SDS 10'-3" 1 SECTION 18" 5 SECTIONS 21" IN LIEU OF #14 X 5/8" SMS o 10'-6" s secTlorls 2t" - DESIGN PRESSURE RATING - + 50.0 PSF U ¢ Q o OUTSIDE GENERAL NOTES - 60.0 PSF U= _ _ = F N U U U o 10'-9" 6 SECTIONS 18" 1 SECTION 21" 0 0 0 0 a 11' 5 SECTIONS 16" 2 SECTIONS 21" HANDLE END STILE 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE z z : z aDOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND 11'-6' 3 SECTIONS 18" 4 SECTIONS 21" ° BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). �ASTM E1886-05/ASTM E1996-09. i V-9" 2 SECTIONS 18" 5 SECTIONS 21" " r LOCK BAR GUIDES 12' 1 SECTIONS 18" 6 SECTIONS 21" INSTALLED ON END STILE 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 0 12'-3" 7 SECTIONS 21" - ° AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT L 0 o o 2 WITH (4) #14 X 5/8" SMS 12'-6" 16 SECTIONS 16" 2 SECTIONS 21" MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o f7 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" U .18T X .6W LOCK BAR 3 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � . 13' 4 SECTIONS 18" 4 SECTIONS 21" ENGAGES IN TRACK '% 1 11 E I B I I I//, e 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" ON EACH SIDE OF DOOR 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ® �� °, o 0 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ®`1 ��i®' 13'-9" 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK .(_OPTIONAL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, 04 14' 18 SECTIONS 21" - LOCK BAR LOCKING SHOWN 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION p o ~ 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY e a 7 522 e m 2 " 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ° Y 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" WATER INFILTRATION RESISTANCE ETC. �fM""g -0pf 9 " a ° 15' 3 SECTIONS 18" 6 SECTIONS 21" CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, A re Nv 17 /c °, �1 15'--3" 2 SECTIONS 18" 7 SECTIONS 21" AND TO BE REVIEWED BY BUILDING OFFICIAL. Fspi s B OF ��� drawing no. 15'-6" 1 SECTION 18" 8 SECTIONS 21" �� °° 41 -�9 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION rs 15'-9" 9 SECTIONS 21" - � 16' 6 SECTIONS 18" 4 SECTIONS 21" ILABEL LABELING COMPLY WITH SECTION ON 11709.9.z FLORIDALORIDA BUILDING CODE. �� �7i���® i��� � sheet 1 of 5 m 24 GA. STEEL PANEL rn 3/16" ALUM RIVETS I -� Go 0 ti 0 o1 z � N FLAPS BENT OVER PANEL I a N Q 0 Lu 1 d fil LLI v 0 M r.024" STL. PANEL 1/2" PUNCHED HOLES 4" Q.G. i a G ? M a ~ Q OUTSIDE OF D00 0 a 0 rf� a1J 0 N N N � I Q WD � I nt U) O G v z m Q W 0) F I p' I ° STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER N TO WOOD JAMB WITH BY 'SCHLACE SECURITY HARDWARE' a' 5/16 X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE(FUL � ONE LHREADED)BRACKET END STILE POSITIONED AT EYE LEVEL PER O 0 OPTIONAL STOP MOULDING ANCHORS AT TRACK BRACKET: v o � � 0 v FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/8" DIA. POWER-BOLT BY SOWERS' r" 2" MIN. EMBED INTO CONCRETE CD TO MASONRY SEE NOTE ON SHEET 4 1-7/8" MIN. EDGE DISTANCE LL- #14 X HINGE SMS 3/4" X 2" X 2-1/2" X 18 GA. STEEL CD a� 6 PER HINGE B 3/8" DIA. HLC SLEEVE BY 'H1LTI' E� c END STILE, CONNECT TO PANELS WITH ) E 00 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q cw SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTD CONCRETE Z 0.55 S.G. EDG DIST:. END STILE WITH 3/16" POP RIVETS ® 12" O.C. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK O L o ' N a ° a 1-7/8" X 2-5/8" X .045" STEEL EDGE CONCRETE Vc = 3000 PSI MIN. � C7 LO C) 0 CENTER STILE, GLUED AND RIVETED C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. co I TO PANEL W/ (4) 3/16" RIVETS DISTANCE 1 1/2 POP RIV" MIN. A° r"Du, .: #14 X 5/8" S.M.S. Ao pApn .� 3/1.6 11 T 11- 4/ HINGE IbA&AA W � ce No C' S "1-3/16- s z _ SCE. r s x s N r r r r ANCHOR TYPE A OR Bcftimi a Lj W L o 1.9" X 2.19" X 3.3" X .102" /(l) PER BRACKET a a a a STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING _ s SEE SHEET 3 FOR SPACING N 4 0 0 0 a z z z z , I I 1/4-20 SS BOLT & NUT 9D 0 Q s2 0 0 N O 7-1/2" X .071" GALV. STEEL w a c o CENTER HINGE 7-1/2" X 3" X .071" 0) _ - Y J END ROLLER HINGE 7/16" PUSHNUT SECTION B—B `®®ee a 19 Y 9 9"f/ INSTALLED ON ROLLER SHAFT o a INTERIOR SIDE 1.82" DIA. X .50" STEEL ROLLERS (STD.) STEEL TRACK �_ o I 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) o.0592 a n Z14 GA. X 2-1/8" X 1" (STANDARD) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) p 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) _� °�� : FASTENED TO TRACK PLATES e W/ 1/4-20 X 5/8" TRUSS HD. WITH 5" STEM �6 SLOTTED M.S. & LOCK NUT ° �� ®®�`_° S TOP ° �9` drawing no. 01 -09 AL ee ° sheet 2 of 5 POP RIVETS 2 X 2 X 1/8" HORIZ. ANGLE c I 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK 2-3/4" X 5-1/2" X 3" X .104" 5 16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS 03 / WITH TWO WELDS AT 1-1/2" APART mil[ � T PVROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY EXEEDiNG 8 FT. IN HEIGHT FIRST AT 3' O.C. [Y ml 3 PER BRACKET I€ A REST AT 9' O.C. - FASTENED W/ (6) # 14 X 5/8" S.M.S. _ _ I I o CONNECTED TO FLAG BRACKET ANGLE z" m h / .090 THK. GALV. STEEL ADJUSTABLE W/ 3/8-16 X 3/4" BOLT & NUT h o+ SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT` GUIDE WITH Z 6 N W/ 5/16-18 X 3/4" HEX HEAD - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A �- J (2) 1/4-20 X 5/8" BOLT & NUT uU I N < M. SCREWS & NUTS. FASTENED TO TRACK - - Q IL - + TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O u9i N� M (STANDARD) - - a E � TOP BRACKET © m I- m (OPTIONAL) VERTICAL TRACK 0 U N h LOW HEADROOM DOOR 14 GA GALV. STEEL TRACK SECTION A—A Cr m o w HORIZONTAL REINFORCEMENT o = 1/2" X 1-3/4" X .059" FORMED STEEL 2' X 5-1/2" X .104" 0. w GLUED TO PANEL AND FASTENED TO 0 GALV. STEEL wo co ¢ VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. O N m (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR to D U. >n LOW HEADROOM DOOR OPT#ON DOOR * SECTION HEIGHTS BRACKET PLACEMENTS 9 z � - °m 02 HORIZONTAL REINFORCEMENT HEIGHT 1 ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 B7 68 Z M Q 1/2" X 1-3/4" X .059' FORMED STEEL 6'-0" 18" 18' 18" 18" N/A 1" TO 2" 1 1-3/4" 23" 34" 45 56 67" - a uj m r GLUED TO PANEL AND FASTENED TO . . - u VERTICAL STILES WITH 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - �ZZ5/16" (2) 3/16" POP RIVETS 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - ci 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" N MEETING RIB 8'-0" 21" IS- 18" 18" 21" 1" TO 2" 11-3/4"1 23" 1 34" 1 45" 1 56" 1 67" 78-1/4" rn N *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M _ 1.82" DIA. X .50" ROLLERS � I- � FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. W/ .44 DIAe X 4-1/4" STEM , Ci co 0 = r Z Lli t z o OPTIONAL INSULATIONS: a PL ffi with t L C Q BY 'DYPLAST PRODUCTS LLC' STEEL TRACK BRACKETS E090 $ --th at Q L _ r ISO-25 POLY--ISOCYANURATE Accepis,%ce No � 41 � cc = DENSITY = 2.0 PCF m 2-3/16" HIGH �te_T Q ao a CONNECTED TO TRACK WITH ¢ �v w N.O A. #16-1 108.44 O o 0 = OR ) 1/4" BOLTS & NUTS. �,,,� i n w BY 'CELLOFOAM NORTH AMERICA' O Z O N m ¢ DENSITY = 1.03 PCF O N.O.A. #15-1203.04 Ld m OR - B-Y 'INSULFOAM LLC' °A Q •� DENSITY = 0.92 PCF f N.O.A. #17-0221.06 00 + r� o m � 14 GA. GALV. STEEL. w a m ROLLER HINGES FASTENED = z ❑ m W/ (4) #14 X 5/8" SMS maw MIN. .024" ROLL FORMED STEEL PANEL o z z DRAWING QUALITY G-40 Tz r MIN. YIELD STRENGTH = 34 KSI ❑ a WITH PRIMER AND BAKED—ON TRACK CONFIGURATION 0 o N a POLYSTER PAINTED TOP COAT ` z ° ? APPLIED TO BOTH SIDES OF STEEL F— C� W U1 7 i+7 co r o VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM a o o N o bj DOUBLE TRACK > o v o - - AVAILABLE TRACK OPTIONS i�®11161d9�I6®/ 12 GA. GALV. STEEL �© A ®/ BOTTOM BRACKET FASTENED 0�SMS(4) #14 X 5/8 &,' EN EP ,��� ® oW/ oI I ~ 592 ... _- e. • e — A SEE STTOMHEET 4 SEAL OPTIONS e ®�• ST OF �q�` drawing no. <® a�v01 -09 SECTION A—A 0/1#11AL1�� sheet 3 of 5 3 4" REINFORCEMENT t j m IN. 1/2" X 1-3/4" X .058" � v o DGE #8 X 1" FORMED STEEL o DIST. SELF DRILLING SCREWS F z 1-1/2" MIN. OR #8 X 1" OD O Ld SELF DRILLING SCREWS Z ro ti GE DIST. a I m 3/16" `RIVEX' STEEL RIVETS OR 01 = m N o MULTIGRIP W DOME HEAD O N M <Q Q o m � }o /AT 48° O.C. MULTIG3/16" `RIVEX' STEEL RIVETS W I w i m AT 48"RO.C.IP / DOME HEAD Q N REINFORCEMENT ( O U O 1/2" X 1�--3/4 X .058" O W �� 0 FARMED STEEL D o (L Pt 2BY 1/4" DIA. LAG SCREWS 28Y E 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AT 6" FROM ENDS WOOD BU WOOD BU h4 m I AND 19" O.C. MAX. I AND 19" O.C. MAX. 0 U m r I I .I W'STRIP ADAPTER 7 m ALUMINUM W'STRIP ADAPTER m o STEEL 0 IL C rl RUBBER W'STRIPPING RUBBER W'STRIPPING 11 W O 'No Q W LL 050 Z N o 040 - 0 g a .534 .7 d "� Z 0 Q w.224 .348 Q w M M I _ 1.750-�i :7L1.790—�i Oulic C REVIS m complying with t1w Fkwkh � BOTTOM SEAL OPTIONS 1jsca�ease lv� 'T- D 04 OPTION A OPTION B Expingion Dal � M WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o c>a + o r 0 a THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Ld TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN X WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q C > FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING Q v L VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. C CL co 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 1-5/8" E 000 3/8- HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4" 8" 4" Q 0) N � � l 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2" ZO L STEEL STRUCTURE BY OTHERS 3/8- DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2- 8" 2-1/4" � p Z C7 N 5/16" X 1-5/8" 3/8" POWER-BOLT BY 'POWERS' CONC, 2" 8" 1-7/8" 0 O MUST SUPPORT THE LOADS IMPOSED w p LAG SCREWS BY DOOR SYSTEM 3/8" SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 1-7/8" LO AT 12" O.C. CONCRETE Vc = 3000 PSI MIN. ¢ .. C--90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. p _ 5/16" DIA. BOLTS WITH WASHER & NUT WOOD BUCK CONNECTION TO MASONRY AT 12" O.C. MAX. �e EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO o GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH F o z ¢ o 1/4" ULTRACON BY 'ELCO' WITH SPACING OF z = m 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 1V V o 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED o 0 I _ 1-1/4" X 2--1/2" X 14 GA 2-1/2" MIN. EDGE DISTANCE 1-1/2" 1-1/2" CON . STEEL ANGLE 1-1/2" CL ° o 1/4" TAPPER BY 'POWERS' WITH SPACING OF Z W W 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED - 12 GA_ GALV. STEEL - o o o 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA. o o Q 3" MIN. EDGE DISTANCE 1/16" X 2-1/2 AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK 4 m z FILLET WELDS FASTENED TO TRACK PLATES 3/8" CONFLEX BY 'ELCO' OR AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-2OX5/8" TRUSS HD. CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT 3/8" LDT BY 'ITW' WITH SPACING OF n W/ (3) SPOT WELDS AT EACH SIDE 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK g a T a o v o .N rn � ri Mi o 3/8" HLC SLEEVE BY HILTI' WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK ° o o 0 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 101&11Idf 2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION ®� ®r PIP•-A PREPARATION OF JAMBS BY OTHERS o� ��°° ecENSF°° FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ®��� ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED _ m 0 BY DOOR SYSTEM. o � FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF m - ",°u RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ] �® BUILDING OFFICIAL UPON INSPECTION. ®® ° C� drawing T no. MAXIMUM 01 -09 MAXIMUM INTERIOR(-) LOAD PER JAMB - (9g33 X 60 P F)/2 = 279.9 Lbs per Ft. ✓j'��4®°N L �ssIIII1�1 sheet 4 of 5 .500 .250 * PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC I 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE Z w Z M N r W N 1.765 1.725 Q � -1 7/16" DIA. WASHER 0 j IN M 1.144 L 7 N C F 0 Uf v Qwrl #8 X 3/4" SMS 21 3/4" 1�,804 a � 2 m o �1 S{ 3/8" FROM ENDS MAX. .176 0 a p a Tf AND 7" O.C. MAX. WDW. WIDTH A_ 1 * EXTERIOR FRAME * INTERIOR FRAME N 0 Q 2 X } �"-, 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Z - j i I I (4) #8 X 3/4" SMS �r = - o MAX, t� N - o @ 1-3/8" FROM ENDS \ D.L.O. - 02 M t ill! 1 AND 6-1/2" O.C. MAX. o 00 J (5 m Q w to a� L II _ i li l A B C N .175 X .062 DEEP N GROOVE v' I I 'I w 0 00 u O U i! I! 1/4" POLYCARBONATE LEXAN r I to'I BY `SABIC INNOVATIVE PLASTfCS° W xL2 (D ai v NOA #15-0915.08 Q > Q � EII W Q c� O i, i, O E <n 2 rco a0 D: ED IQ O Q7 N N W J ! Z U a I _ O L a n z1141 U O Z (' cv lili i i i i 0) N0 O 0 m as mfi4AysI I 1[ II - IIII � .175 X .062 DEEP E Ikmdi��Lte ��tie z = GROOVE e�CMPIM"No Y �� � v r i j j - Emote o w o cl z w m (4) #s x /4n SMS INSIDE ELEVATION "`' L = a z a 0 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a o o AND 6-1/2" Q.C. MAX. � Z � � C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ! #8 X 3/4" SMS 0 3/8" FROM ENDS .175 X .062 DEEP I r 1f AND 4-1/2" O.C. MAX. GROOVE o f \� r #8 X 3/4" SMS I 3/8" FROM ENDS AND 7" O.C. MAX. A'°�� 21 7/16' DIA. WASHER - - -- - - - - - - - - - - - - DOOR PANEL EXTERIOR DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16 MIN. D.L. OPG. o ® ® °° TE OF drawing no. 24 GA. (.024) STEEL MIN, GLAZING BITE > � ° ® ID�°°��De\� 01 —09 WINDOW WIDTHAL ` sheet rj O rj