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HomeMy WebLinkAboutProduct Approval File Co F-03 RECEIVED 09 FOR FEB 11 202 ""�' DE COMPLIANCE Permitting Department t !�' COMPLIANCE 5t. Lucie County MIAMI•DADE UNTY IST. L CIE COU PRODUCT CO ROLSEOCTION ,I? 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY ANDN99C RESOURCES(RER) Miami,Florida 33175-24 74 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy DAB Door Company,Inc. 12195 NW 98'Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"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 L dated 10/03/2017,sheets I through 5 of 5,prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent Iabel with the manufacturer's name or logo,manufacturing address,model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards, and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#17-1018.12 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.20-0107.06 MIAMI•DADE COUNTY Expiration Date:July 21,2025 Approval Date:March 5,2020 ��7 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #17-101&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 Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.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 Pressure 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 per ASTM 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 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared by urricane 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 panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.10" 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. o z/2712oZb Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date:July 21,2025 Approval Date:March 5,2020 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NOA#11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 - 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.0 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 Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block a Insulation approved on 11/10/2011 and expiring on 01/11/2017. n'P PP P g t Dyplast Products,LLC for their 4. Notice of Acceptance No. 11-0926.06 issued o Pr P � YP Dyplast ISO-CI Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed _ and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REIIAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 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. eZ/271�� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date:July 21,2025 Approval Date:March 5,2020 E-2 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New evidence submitted. 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 I through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. R. 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 Insulfbam,LLC,for their Insulfbam 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-Cl 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 6d'edition(2017)FB C,prepared by Al Farooq Corporation,dated 12/23/2019, signed and sealed by Javad Abmad,P.E. F. OTHER 1. This NOA renews NOA#17-1018.12. -I r17/--7, Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.06 Expiration Date:July 21,2025 Approval Date:March 5,2020 E-3 Z-1/2'X 2-1/4'X 18 GA. "-- .PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4'X 0.1', U c ' bALV,STEEL CENTER HINGE ® oPRONAL DOOR VIEWER W/(4) #14 X 5/8"SMS �\ STEEL PLATE WITH'ONE 5/18-18 MS W/NUT N / j \ TO BE INSTALLED AT FASTENED TO END STILE WITH 1 O a- WITHOUT DETJiON SLEEVE(STD.)' r 0.Q 11 (8) @14%3/4"SELF DRILLING CENTER STILE NG SCREWS o I g: 7-1/2"X 3'X.071'GALV.STEEL 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS h r w PRODUCT RENEWED C END ROLLER HINGE ID® 1 CENTER STILES as complying with the Florida °r w/(s)�1a X 5/5'sMs SEE SCH.'A' Building Cede A E, WITHOUT DELRON SLEEVE(STD.) / NOA-No. 20-0107.06 g T•t a j ® WITH DELRON SLEEVE(OPTIONAL) ;`p' Expiretion Date07121/2D25 100 00q m 2-1/4'% 071 LOCK --- GALV,STEEL C641ER HINGE ® W/(4) J14 X 5/8'SMS _ _2/DOOR: �� III IIIJI�I(III III BY %ae— I.�• N i Dade Product Co" WITH'DELRON SLEEVE(OP30 ICI Miami- rol a I- / Cp W X.15 THK.LATCH CENTER HINGE \ STANDARD LOCK 11 I O ¢ I\` - SPRING�ABED SLIDE BOLT(BOTH SlDrat �. I O�,Z 4 OR W/(4):g14 X 1/2'S,M.S. 1 I� &o �o a 2 0 ri 5/B'MIN.LOCK ENGAGEMENT �� R o a o {L Z_.U): , CONFORMS TO SECTION 1008 REGARDING \ =In rn 17 rD GARAGE BOORS r —— I. —— -1.m o o 14692 .158 DIA,GN.V,AIRCRAFT TYPE I }` E o CABLE&NICO=PRESS SLEEVE'. e W/MIN.5 TO 1 SAFETY FACTOR V 11 V 2-3/47W X 5-9/8"11 X.090"THK:( Ti STEEL PLATE((, 1-3/8'DEEP SELF DRAWNG.CRE/WS O O E3� BRACKET BRACKET STD. UFT DOOR LOW HEADROOM _. TOTAL 6 OF DOOR OPTION, i' Lj _ M -011 ® E t m C o DOOR 'U'BARS AT 0 0) N N HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8'X.010 .OPTIONAL VENTS I U I - 8'-6" 2 SECTIONS 18'2 SECTIONS 21" STEEL PLATE OPTIONAL FLUSH.FACE 0 6'-9' 1 SECTION 18' 3 SECTIONS 21' WITH(4).$14 X 3/4'SDS, (�5'WIDE'AT 7'6:O.MAX. WOOD GRAIN DESIGN L-...A OPN0.AREA NOT TO EXCEED.120 Sp.IN. MAX.DOOR WIDTH 0 0 Z 7' 4 SEC[N1N5 21'- ``1 / 16'-2' 0 1,rd 7-3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MI5SILE IMPACT DOOR 7ESTm IN AC('AROAtJCE WITH THE REQUIREMENTS OF FLORIDA rn m r-e" $SECTIONS 1e - INSIDE ELEVATION BUILDING CODE TAS-202,TAS-201 &TAS 203 FOR HVHZ AND N a 7'-9- 4 SECTIONS t6"1!E=oN 2.1• RAISED PANEL EMBOSSED DOOR ASTN E7886 05 ASLM E7998-09. N o =r e' 3 sEcno s 16 2 sEcnD6s 2t OUTSIDE GENERAL NOTES 6'-3' 2 SECTIONS 18'3 SECTIONS 21' 6'-6' 1 SECTION 16` 4.SECTIONS 21' END STILE DAB DOORS INC. 1.THIS'PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8'-9• S SECTIONS 21'- REQUIREMENTS OF THE 2014(51H EDITION)/2017(6TH EDITION)FLORIN Hurricane.Moster(D Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 9' 6 SECTIONS 18 - ° LOCK BAR GUIDES Max. Siie 16'-2" X 16'-0" High 9'„'' 5 SECTIONS 10'1 SECTION 21' INSTALLED'ON END STILE g 2•ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS x N N 9'-e' a SECTIONS 1W 2 SECTIONS 21' WITH(4) 1 ON k D STILE SMS With Window Lite Option AND INSTALLED PER MANUFS INSTRUCTIONS.:SPECIFIED EMBEOMEXr To BASE � 9'-9" 3 SECTIONS 18"3 SECTIONS 21' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o 10' 2 SECTIONS 18'4 SECTIONS 21' ° 4 3,A LOAD DURATION INCREASE IS USED IN.DESIGN OF ANCHORS INTO WOOD ONLY. w z IBC X 6W LOCK BAR DESIGN PRESSURE RATING = + 36.0 PSF P 10'-3• 1 SECTION 187 5 SECTIONS 21' $ ENGAGES IN It 4.MATERIALS INCLUDING 8UT NOT LIMITED TO SCREWS,*THAT 3 to'-6' a sEcnoF15 2t•- ON EACH SIDE'OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER Ur IAAi�R SHALL MEET THE y c3i a 10'-9• 6 SECTIONS 18'1 SECTION 21' OUTSIDE KEYED LOCK CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC.CODE 6:ADOPTED STANDARDS. _ 11' 5 SECTIONS 18 2 SECTIONS 21" CENTER STILE$'CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION m ' 11'-3. 4 SECTIONS 18.3 SECTIONS 21" .OPTIONAL .DOOR WIDTHS OF LEHTER S11LFS FOR A SITE SPECIFIC PROTECT,PR LIFT;SAFETY OF THIS PRODUCT,ADEQUACY I 3 SECTIONS 78'4 SEC110N5 21' ® ®® ® OF STRUCTURE RECEIVING THIS PR17000T AND SEALING AROUND OPENING FOR LOCK.BAR,LOCpNG SHOWN B'-0'10 9'-10' 2 WATER INFILTRATION RESISTANCE M. in �-- 11'-9'2 SECTIONS 18'S SECTIONS 21'. ALTERNATE TO 10'-0.TO 11'-1'0' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO SE NOLYZEO-SEPARATELY, .a a o 0 o I 12' 1 SECTIONS 18`6 SECTIONS-21' SPRING LOADED E. BOLT 12'-0"TO 13'-10' 3 AND TO BE RENEWED BY BUILDING OFFICIAL 12''-3 7 SECTIONS.21'- LOCKS SHOWN ABOVE 8'-0"TO 9'-10" 14'-0'TO 15'-10' 4 6.MANUFAMFIER'S LABEL SHALL BE LOCATED ON A'READILY VISIBLE LOCATION o i 72'-6' 8 SECTIONS Ell'2 SECTIONS 2T' 15'-11'TO IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE c 12'-0•.5 SECTIONS 18"3 SECTIONS 21..' DOOR WIDTHS LABELING TO COMPLY WITH SECTION 1700.9.2. 1\\.11TLL Lll ffffA, o {I 3'IT 4 SECTIONS 1Ir 4 SECTIONS 21' - 13'-3'PSMONS ONS 18.5 SECTIONS 21" IRODUCr RSyt" ® ® � ®®® ®® ®® ei4 X 3/4'SELF ORIWNG SCREWS `�'+� Q`�- GEN ;�''�� d •� I 13'-6' SECTIONS 16'6 SECTIONS 21' MAY BE USED n wsPb'iKY,HY ilk Plorldi 13'-9' ON 18" 7 SECTIONS 21' wdi ii C'.& IN LIEU OF#14 X:5/8'SMS a 1a onS 21'- Ao+rolr_Nati Lol !Z IDV-0"TO ti'-10' t4'-D"TO 15'-10' _ o.i Sin r 14'-3' ONS 18'3 SECTIONS 21' F7plraYt Octe wP 2 74) DOOR WIDTHS DOOR WIDTHS = •;{T- 6 14'-C ONS 1B•4 S 0 5 21.' 14'-9" ONS IS'S SECTIONS 21' 15' ONS 18'6 SECTIONS 21' ® ® ® III. III®L°--�-15IONS 18'7 S(CTONS 21' `RO15'-5' ION 18' 8 SECTIONS 21' I( 'i �•...... G�;p 1J169 12 6 SECTIONS 18'4 SECTIONS 21' I DOOR DTHS O" I I 15'DOOR WIDTHS 2• 24 CA STEEL PANEL 4 U p T mo FLAPS BEM OVER PANEL I `b Uz PRODUCT RENEWED O 0'g M d I as complying with the Florida Building Code 1/2"PUNCHED HOLES I NOA-No. 20-0107.06 G? LL ®4"O.C. -1 ` (J Expiration 07/21/2025 DIV C0 o Mlam"Ad Product Control Q 0.09 tNp .055"X 2-1/4'.X 3/4'X.2' C ru a m CAW.STEEL U.9AR RONFORCING TRUSS - - a3y i O a O BOTTOM OF PANE-TRUSS FASTENED TO Q w 41 6 VERTICAL INTERMEDIATE'STILES W/TWO #14 X 5J8-S.M.S.AND TO END STILE - 1 /kOBULCggyg•� J..p m :O W/FOUR ji4 X 3/4'SELF DRILLING S. ;'oxa*Ift wifb tim"mt. bra.+. ; D _ _ 3/16'POP RIVETS I u 'w P`°d"� N z _ A7 4"O.C. lip (6) FOR 21`STILES o (5) FOR 1B'STILES Ez ®. ,024'STL PANEL c 3 O` END STILE w ML o OUTSIDE OF DOC c ro" aA _ C, o 8 1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTIONO a z 1`09 N 0 z C] 0 o 0 0PTI0��gqLL -TOP MOULDING 03 m m BY D00R jrySTA11 FR SOLID BRASS DOOR VIEWER ¢N o I STEEL TRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE' TO WOOD JAMB WITH $ 14 X 5/a'SMS 3/4"%2"X.2-1/2'X.049'STEEL INSTALLED IN 9/16' DIA NOLES IN CENTER STILE �� - 5/16"x 1-5/8-LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL (FULLY THREADED FLAPS AND(5)OR(6)3/16'ALUM RF EM HEX WASHER HEAD T1PE A 1/2-X 1-3/4"X.658"FORMED STEEL SEE DETAIL ABOVE ONE.PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET: END STILE WTI1i(4)3/16'POP RIVETS SOUTHERN PINE _ 1-7/e'X 2-5/8'%.049"STEELEDGE A) f1Ln POWER-AOLT sV'POWERS' tl ••�°e• A) 2 .MN.EMBED INTO CONCRETE(3000 PSI MIN.) o4 $0.55 S. CENTER STILE GLUED AND RIVETED• . 2"MIN.EDGE DISTANCE TO PANEL W (4)3/16"RIVETS 1- -MIN. POP RIVETS (DISTANCE � _ 16 y318"DIA H FEVF BY'HILTIDMI 14 X b/8'S.M.S.4/HINGE .°,' ..� B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-.1/4"MIN. EDGE DISTANCE.INTO'CONCRETE I I I 4'MIN.EDGE DISTANCE INTO FILLED BLOCK CONCRETE-Pc=3000 PSI MIN. o 0 0-90 GROUT FILLED BLOCK f'm-2000 PSI MIN. - 1.9'X 2.19 X 3.3'X 090" ANCHOR TYPE A OR B m oc STEEL TRACK BRACKETS ! I I I I 1(1)PER BRACKET Q SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING \\\\III 111/1// .. I 0592 1/4-20 SS BOLT ti Y.x.DSo' INTERIOR SIDE 7-1/2.x:D71' &'NUT = •' = 9 GALV.STEEL END ROVER HINGE 1 " STEEL TRACK CENTER HINGE 14 GA,X 2-1/e %1"(STANDARD) 1.82'DIA X.50"STEEL ROLLERS(STD.) •'r am drdwing no. C< O r� 12 GA X 3-5/18'% 1-1/2'(OPT10NA1) 7/8'PUSHNIfT 1.82'DIA X.50'NYLON ROLLERS(OPTIONAL) 02—G1 FASTENED TO TRACK PLATES. ( AQ ` / INSTALLED ON ROLLER SHAFT 2.75'DIrL X,50'STEEL ROLLERS OPDONAL) •'•••••' ���� W/ 1SLOLTFA hIS.B&TLOCk NUT• 'SECTION B-B 275'DW X.50'NYLON ROLLERS(OPTIONAL) lj®NA)' \\V sheet 2of 5 WITH 5'STEM 11 I i 110\ . 1-1/2 X 1/2'X 1/6"HORTZ.ANGLE POP RIVETS5/16'X 1-5/8'TAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. o p-2' 2-3/4'X 5-1/2"X E"X.104' - - 5/18'SLEEVE ANCHORS CENTER SUPPORT READ.ON DOORS WITHOUT INSULATION OR WINDOWS, M Nil I VY gad WITH 1-1/4'EMBED INTO MASONRI EXSEEDING 8 FL.IN HEIGHT 2'X 2'X 1/e'HOWL ANGLE N OP ROLLER BRACKET ON.EACH SIDE J PER BRACKET I I FOR DOOR HEIGHTS ABOVE B FT.OR FASTENED W/(a)S 14 X 5/8'S.M.S. II A 1 DOORS WITH INSULATION OR WINDOWS Z m m SPOT WELDED TO HORIZ.TRACK 14.G4 GALV,STEEL ADJUSTABLE 2-1/2"X 4-1/4'X iJ G4.STEEL PLATESYIRH TWO WE1D5 Ai 1 1/2•APART 5 q W SLIDE FASTENED TO BRACKET WELDED TO 1-1/2'X 1-t/2"X 14 GA.ANGLE -- A -� FIRST AT 3'O.C.,REST AT 9'O,C. I•u-1 W 5/16-18 X 3/4'HEX HEAD - CONNECTED TO FLAG BRACKET ANGLE 2 ;n M/SCREWS&NUTS. FASTT9JED TO TRACK - - W/3/8-16 X 3/4•BOLT&NUT LL WITH(4) 1/4-2.0 SS. BOLT&Nl1TS -- rHOPJZ'�TRACK LENGTH=OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH Q�D! TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT (STANDARD) TOT?BRACKET { (OPTIONAL) O�j Cu n ` LOW HEADROOM DOORW (�C�� 14'CA CAM STEEL TRACK I HORIZONTAL REINFORCEMENT 1/2"X 1-3/4°X.058'FORMED STEEL z-1/BVEmiGALT (< p GLUED TO PANEL AND FASTENED To ® ti q vIRnCAL.SnLES WITH i'x 5-1/2•x:io4" SECTION.A-A .(2)3/T@•POP RNTTS GALV.STEEL Q w.°tL •I FASTENED W//�(4) 14 X 5/8'S.M.S. 70�R9LLER.BRACKET FOR SS HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Z I HORI X i�/4`X RCEM.058'FORMED STEEL HEIGHT 15 2ND 3RD 4TH 5TH B1 B2 B3 B4 95' B6 87 B8 w .GLUED TO PANEL AND FASTENED TO 6'-0' IS'18^ 18'18"N/A 1-TO 2°11-3/4' 23' 34" 45' 56' 67" - O j VERTKSLL STILES WITH C N (2)3/16'POP RNE'TS 6'-6" 21'18" 1B'21'N/A 1'TO 2"71-3/4.' 23' 34' 45` 54' 67' - c N 1'-0' 21"21"21'21'N/A 1"TO 2"11-3/4' 23' 34" 45" 56' 5/16'MEETING RIB 78-1 T-6" 18'18" 18'18'18^1'TO 2"11-3/.4' 23' 34 45" 56• 6T 4° n P CSTEEL ROLLERS =3 4' 23" 34" 46° 56"� 67^ 76-1/4° ' _ LfSTI/ � e'-o' 21'19^ 19^1e' 21"t`Yo z•n /. ®+ 1.88' OIA.X SO' —SECTIONS ARE NUMBERED STARTING AT THE,BOTTOM O ti oo ® W/.44 DIA X.4-1/4'STEM. =w .. = FOR DOORS MORE THAN 8�FT. HIGH, USE ADDITIONAL TRACK BRACKETS�AT 10"O.C. 9 o m MtODUCfDEVLSED OPTIONAL INSULATIONS; a m. ° ° 1•B'%2.19'X 3.3'X.090' m Icwpiylq nh4the Flo" . BY'GYPLACT PRooucrs Lam' STEEL TRACK BRACKETS b.Wmy Code E ce w m ISO-25 POLY-ISOCYANURATE n 2-3/16'HIGH Are wieNo -/O/ •1Z Q m e S DENSITY-2.0.PCF m CONNECTED TO TRACK WITH PSphratlea 4h U O1.o'� I A�16-1108;04 m ) t/4"BOLTS&NUTS. OR t1Y'CET Ii1FOAM NORM AMERICA" m 0 Z L o DENSITY-1.03 PCF s O N v N.O.A.#15-1203.04 Cn d v s BY'INSULFOAM LLC m N O _r DENSITY-0.92 PCF N.Oh.#17-0221.06 N 14$A GALV.STEEL m ROLLER HINGES FASTENED. m w/(6)g 14 X 5/e'SMs o - - m MINN 024'ROLL FORMED STEEL PANEL ° Q 0 WING QUALM 0-40 3°f MIN.HELD STRENGTH.-39 KSI k WR}t PRIMER AND BAKED-ON x POLYSfER PAINTED TOP CHAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL d n VERTICAL LIFT HIGH U STANDAkD LIFT Low HEADROOM w °g o r F DOUBLE TRACK '�o--x I GA.,GALV;STEEL AVAILABLE TRACK OPTIONS o BOTTOM BRACKET FASTENED 11� W/(4)8 14 X s/8^SM9 PRODIXT RENEWED as complying with the Florida Building Code O 80LTOM SEAL OPTIONS NOA-No. 20-0107.06 = 2 $ SEE SHEET 5 Expiration D e07/21/2025 By Miami-Dad Product Control TA OF �6/ - drawing no. SECTION A-A 02-2� SOF REINFORCING TRUSSES N A�t\1`�`` sheet 3 of 5. 3 RDNFORCETAENT N. 1/2°X 1-3/4'X.058- �� o CE FORMED STEEL . DIST. 'S N 3 1-1/ OR MIN. SELF DRILLING SCR X OR #8 X 1" .� p I E DIST. - I. 3/16''RIVER'STEEL RIVETS OOERLF DRILLING SCREWS Z MULnGRIP W/DOME HEAD 3/16''RNDC SITJ1 RIVETS 3= AT 48'D.C. MULnciUP w/DOME HEAD REINFORCEMENT AT 48'O.C: QN 1/2'X 1-3/4'%.058' 0 2BY' 1/4'DIA.LAG SCREWS '. i 1/4'DR.LAG SCREWS FORMED STEEL O W000 BU I AT 6'FROM ENDS 2BY BU I AT 6'FROM ENDS AND Is-O.C.MA%. I AND 15'O.C.MAX.. t W'SfRi ALUMINUM ADAPIER TRIP ADAPTER `Q/a .00d ' RUBBER W STRIPPING O d I RUBBER W'STRIPPING 050�.�-�• {� .040 D O� m �I ,534 .70D ..348 Q�u S 1--1.750--1 1.790�—r r PRUWCf REYi8R0 w BOTTOM SEAL.OPTIONS maep{yG�uilh llxpydaA c� m hakUn•Code OPTION 'A' OPTION 'B' n Aa10)ipceNo O )Z FYpirnlba Dal ,n WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o ti w v THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2XG SYP WOOD BUCK ATTACHMENT ,Aril{F rpm( + c, TO WOOD STRUCTURES.,IF THESE METHODS ARE FOLLOWED NO ADDITIONAL GALCULAIIONS/DESIGN H ai M�• 'Wj,�BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. o Q FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING . ANCHORS STRUCTURE EMBED SPACING EDGE OIST. 8 p m g c 3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 3 "CONFLEX BY ELCO FILLED LOCK 3 B'DYNABOLT BY'ITW CONC. T-1 2 8' 2-1 2 O Z U STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS' .CONC. 2" 8" 2' 0 0 5 16'X 1-6/8' 'MUST SUPPORT THE.LOADS IMPOSED z Q o / BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS' CONC. 7-1 2 B' 1" rn v LAG 2''C' AT 12'O.C. CONCRETE V.=3000 P51 MIN. � �N 0 5/16'DIA BOLTS C-90 GROUT FILLET)BLOCKd'm=2000 PSI MIN. =ti WOOD BUCK CONNECTION TO MASONRY '•' A�12 o�RMk&NUT \.' - EDGE DIST. a PRESSURE TREATED US.SYP WOOD JAMBS WHICH SHALL SE ANCHORED TO. GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH j 3 1/4"ULTRACON Bf'ELCO'WITH SPACING OF b• ' 12'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED E' o 13-O.C.INTO 3000 pSl CONCRETE.WITH 1-3/4'MIN.EMBED 1 1-1/4'X 2-1 2°%14'GA `o g 2-1/2' INTO EDGE DISTANCE 1-1/2 1-1/2' CONE.STEEL A�GIE 1-1/2' a 1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL S 11'O.C,INTO GROUT FILLED'BLOCK WALJ.W 1-1/2'MIN.EMBED FIAT BRACKETS+.3"LONG °af I3 O.Q.INTO 3000 PSI CONCRETE,WITH 1-3�4'MINN.EMBED 1/16'X 2-1/2 AT 12"O.C.IN DOOR OPNG. 2-O X 1'X 14 GA 3'MIN.EDGE DISTANCE FILLET WELDS OALY:STEEL IFTACK m AT'12.O.C,MAX. AT IS'D.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES 3/8"CONFLEX BY'ELCO'OR CONNECTED TO CONL ANGLE W ((2) 1//4-2OX&/&;TRUSS NO. n W/(3)SPOT WELDS AT EACH SIDE S�O1'TEDFA.S.k LbCK NUT LDT BY'TRY WITH SPACING OF c 23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED F o^^e• 8 1'MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACE REVERSE TRACK CONTINUOUS ANGLE A.K 'm S d TO WOOD BUCK TO SfEEI TO CONCRETE AND Fl�'BLOCK, '?o 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. I III/ .. 15"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND \71111 ALTERNATE TRACK INSTA ATION. 2-1/2'MIN.EDGE DISTANCE \ All, .g �� 1:•WCENSg'•� G o PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED T FOR NEW CONSTRUCTION',ENGINEER OF.RECORD OR ARCHITECT'TO VERIFY as complying with the Florida ADEQUACY OF SUPPORTING SiRUCTURE'.TO SUPPORT LOADS IMPOSED Building Code _ - B BY DOOR SYSTEM: NOA-No. 20-0107.06 FOR DDOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF 1, �= RECORD,DOOR INSTALLAnON.MAY BE REVIEWED AND APPROVED BY Ezpimtion D tD07121i202S 1 y CO BUILDING OFFICIAL UPON INSPECTION. . OF drovring no. -, BY �J RIDP,:' MAXIMUM EMERIOR(+)LOAD'PER.JAMB a(I S.16'X 62 PSF)/2 291 LEs Per Ft., Mlaml-Dtrip Produet Control /i/ys�e"'r••• •����� 02-21 ! MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16'X 44 PSF)/2 355.5 L6s per Ft. /////,®��`I%%%,\` sheet 4of 5 .. 500 1 250 �u *-PLASTIC COMPLIES WITH O a DOOR PANEL CHAPTER 26 OF FBC N 24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE z m Z N i 1.785 � 1.725 7/16'DIA.WASHER l° O;a a d8 X 3/4'SMS 21 3/4° .� I 1 1 I ®3/8'FROM ENDS • .178 F'--.600 O E Q Q' l O 1 I 1 1 AND 7'O.C.MAX. WOW.WIDTH C r 1.i11 1. F., ��tIR I x * EXTERIOR FRAME * INTERIOR FRAME 4 b 1 3 18 i/8' RIGID PVC ONE PIECE INOECTION RIGID PVC ONE PIECE INJECTION 0, m ! I I 1 (4)B8 X'.3J4'SMS <_ O MAX. 10�o r 1-3/8'FROM ENDS 3 \.c -" O.LO. AND I ili. L IN - O (III -175 X.062 DEEP IIj1 GROOVE N ' III-I 1/4'POLYCARBONATE LEXAN f % % film o Sr O m I'I BY,'SABIC INNOVATIVE.PLSRCS' rn M 4 I I�'I NOA#15-0915.08. 0+j r EDii:ii E u = o % ! ! P" o rn d N .4 1 p j+' El a 0,0 N { I p O jjlj �: O N Lo 0 ED ED ED i U/Ij ED !i!i 175 X.062 DEEP C _ GROOVEin n X 3/4'sMs INSIDE ELEVATION g @ i 0 1-3/8^FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS IFtODLCI LiEY{8q a `•` I AND 6-1/2'O.C.MAX. r aaepllinr wilb fb;e F7wtin m z g I!I WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION blediagffNb I $8 X 3/4'SMS C Aoarptaaa N6/7/Ojf(•/Z ©. / i j I I I ®3/8'FROM ENDS O 175 X,.062 DEEP ANp 4-1/2'D.C.MAX. GROOVE PRODUCT RENEWEDl 1 as Building Code complying with the Florida ^.. - • lQdod Cp1SN '> $^'� NOA-NO. 20-0107.06 _ x #8 X 3/4'SMS 0 3/8^FROM ENDS _ - _-_ - Expiration D e0712112025 \` 11111i1111��7j' AND 7`D.C.MAX. Ir - - �\ �--^^... - ----------- d o _______ Miami-D Product Control_ _ 7/16'DL4 WASHER I r DOOR PANEL 1 24 GA.(.024)STEEL MIN. .EXTERIOR r. (. I,,�: •.,✓:a O _ DOOR PANEL 15/i6"MIN. D.L OPC. 'CATEOF •Q{/` drowiin9 h-1o. 24 GA(.024)STEEL MIN. GIA7JNG BITE '% OL-Z I WINDOW WIDTH _ �hW�ON�Ltp sheet5of 5