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HomeMy WebLinkAboutNotice of Acceptance i MIAMI•DADE j MIAMI-DADE COUNTY o 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.miamidadLgov/economy DAB Door Company,Inc. 12195 NW 981 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 up to 16'-2"Wide w/ Window Lite Option(DP+48.0,-52.0 PSF) APPROVAL DOCUMENT: Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage 0 ' Door",dated 02/23/1998,with revision M dated 10/03/2017,sheets 1 through 6 of 6,prepared by Al-Farooq f ���JIti1 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-Da►G q�evj Product Control Section. � .:'r. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant �° j g P ®® � LABELING:'A permanent label with the manufacturer's name or logo,manufacturingesp� r number,the positive,and negative design pressure rating,indicate impact rated if appli a -e installat 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 foliody the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it sha I 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#17-1018.11 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. MIAMI•DADE COUNTY NOA No.20-0107.05 Expiration Date: July 21,2025 Approval Date:March 5,2020 pz 2 l Page 1 I I i DAB Door Company,'Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-0414.13" 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-07-4267,dated 06/29/2007,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-11-3206,dated 02/10/2011, 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-T101,dated 01/29/2011, signed and sealed by Candido F. Font,P.E. "Submitted under NOA#05-0217.02" 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.,Test Report No.BETI 03-1328,dated 07/15/2003, signed and sealed by Rafael E.Droz-Seda,PE. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc., Test 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 b P P ( ) P P Y , Hurricane Engineering&Testing Inc,Test 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 #14-0814.08" 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. 1 � i Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.05 Expiration Date: July 21,2025 Approval Date:March 5,2020 E-1 � I i I f DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA#09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/05/2011, signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0128.0.1 3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/18/2008, 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. 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 I Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/l 1/2017. 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. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation approved on 02/24/2011 and PPP expiring on 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G 15 5 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 044251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared b ETC Laboratories Report No. P P Y � P 04-761-15019.0, dated 05/06/2004, signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA #14-0814.08" 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. 02 ZS�� Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.05 Expiration Date:July 21,2025 Approval Date:March 5,2020 E-2 j I i DAB Door Company;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New evidence submitted A. DRAWINGS "Submitted under NOA#17-1018.11" 1. Drawing No. 98-05,titled"24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998,with revision M dated 10/03/2017, sheets 1 through 6 of 6,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. i C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. F. STATEMENTS 1. Statement letter of code conformance to the 6a'edition(2017)FBC,prepared by Al Farooq Corporation,dated 12/23/2019, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. ThisNOA renews NOA#17-1018.11. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0107.05 Expiration Date: July 21,2025 Approval Date:March 5,2020 E-3 1-1/2°X 2-1/4'X 18 GA. TOP FIXTURE 5-1/2-X 2-3/4-X 0.1" OPTIONAL DOOR VIEWER MV.STEEL CENTER HINGE -' PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT O W/(4)f14 X 5/8'SMS ��O �� FASTENED TO END STILE WITH TO BE INSTALLED AT A o VlRHn. OUT DELRON SLEEVE(STD.) \7 (6)i14 X 3/4°SELF DRILLING SCREWS ANY CENTER STILE rn O 7-1 2'X 3'X.071'GALV.STEEL SEE SHEET 4 FOR TOP BRACKET OPTIONS Z m / END ROLLER HINGE i e e 7 PRODUCT RENEWED G q .. W/(6)(T74%5/8°SMS 1 e e I 1 CENTER STILES as complying with the Florida (- A x N WITHOUT DELRON SLEEVE(STD.) ./ SEE SCH.'A' BuildiNOA-ng Code a Z WITH DELRON SLEEVE(OPTIONAL) 1\ i NOA-No. 20-0107.05 O 7-1/2'X 2-1/4"X.071' 1I1 a i' Expfiratton D 07/21/2025 I • `- WALVE. .STEEL CENTER HINGE- W/(4)#14 X 5/8"SMS LOCK WTDi DELRON SLEEVE(OPTIONAL) 2/DOOR \\ Mlami-Dada Product Control O N m CENTER HINGE I11 STANDARD 1LOCK X.15 THK.LATCH `` r tE c o �G�S C -- —•. - 1 SPRING LOADED SLIDE BOLT(BOTH SIDES` ,! c2 0 o Q u7 y o FASTENED W/(4)#14 X 1/2"S.M.S. B izi 5/8'MIN.LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS ao .158 CIA.GALY.AIRCRAFT TYPE CABLE&NICO-PRESS SLEEVE W/MIN.5 TO 1 SAFETY FACTOR --. _- i �� Y 7'X3'X 0.1" _ o ti STEEL PLATE I )=j - o v WITH(4)#14%3/4' U O J O N H M . SELF DRILLING SCREWS fI1'Ir 1f5'11[���II''II II1I' •_ T d BRACKET BRACKET � �I � d� vi m STD. LIFT DOOR LOW HEADROOM a E Taro. OF 000E OPTION \ DOOR U'.1 AT II A OPTIONAL VENTS OPTIONAL FLUSH FACE L A Wo n HDOW CONSISTS OF EACH DOOR 7-7/8"X 3-1/8'X.010' �`T'-� (3)5'WIDE AT 7'O.C. MAX. WOOD GRAIN DESIGN 0-Lj 6'-6' 2 BECKONS IB'1 SECTIONS 21' ��'-P�� I CPNG AREA NOT TO EXCEED A20 SQ.IN, MAX DOOR WIDTH z OO Z c 6'-9' 1 SECTION 78' 3 SECTIONS 21, WITH (4) 814 X 3/4"SDS i6'-2 7' 4 SECTIONS 21"1- DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0) d m 7- an 1- - 3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND S N o 7'-6. 5 SECTIONS 18'- RAISED PANEL EMBOSSED DOOR /STM E1886-O5 ASIM E1996 09. 7'-9' 4 SECTIONS 18'1 SECTION Z7' OUTSIDE END STILE GENERAL NOTES 8' 3 SECTIONS 18'2 SECTIONS 21 HANDLE I.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8'-3- 2 SECTIONS 18'3 SECTIONS 21• DAB DOORS INC. REQUIREMENTS OF THE 2D14(5TH EDMON)/2017(9H EDITION)FLORIDA 8'-8' t SECTION IS' 14 SECTIONS 21' ® BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHz). 8'-9^ 5 sEcnaNs 2t'- Hurricane Master Model 824/811 9' 6 NRIL NS 18'- LACK BAR GUIDES Max. Size 16'-2° X 16'-O" High 2.ANCHORS SHALL of CORRCSWN RESISTANT.SPACED AS SHOWN ON.DETAILS A 9'-3' S BECKONS 18'1 sfcnoN 21' < INSTALLED OH E-NO sTi7F With Window Lice Option AND INSTALLED PER MANUFS INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE 9'-6' 4 SECTIONS,8'2 SECTIONS 21' WITH(4)#14 X 5/8'SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 9'-" 3 SECnONS IIF 3 SECTIONS 21' ° Q DESIGN PRESSURE RATING = + 48.0 PSF 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o 0 10' 2 BECKONS 18'4 SECTIONS 21' 18T X.6W LOCK BAR 4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS,THAT 10'-3' 1 SECTION 18' S SECTIONS 27" ENGAGES M TRACK - 52.0 PSF COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Z 3 ON EACH.SIOE OF DOOR CETYTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. m o 6 o a ID'-8'8 SECTIONS 2r'- z z z 10'-9-6 SECTIONS 18'1 SECTION 21' CENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 11' s sEcnoNs,e•2 sEcnons z1' OUTSIDE KEYED LOCK DOOR WIDTHS p OF CENTER STALES FOR A SrTE SPECIFIC PROJECT,i.e.LIFE SAFETI'OF THIS PRODUCT,ADEQUACY it'-3'4 SECTIONS 18'3 SECTIONS 21- Tl ®®®® OF STRUCTURE REN REST THIS PRODUCT AND SEALING AROUND OPENING FOR Y 11'-6'3 SECTIONS le'4 SECTIONS 21' ,gam ONAL e•-0'TO 9'-10' 2 WATER INFILTRATION RESISTANCE ETC. 6 LOCK BAR LOCKING SHOWN 10'-0'TO 11'-tO' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, o o m SECTIONS 16'S SB7nON5 Zi' AN TO BE REVIEWED BY BUILDING OFFICIAL y a w a 12• 1 SECTIONS IB•8 SECTIONS 21' S ALTERNATE TO 12'-0'TO 73-10 3 0=o- SPRING LOADED SLIDE BOLT 14'-0'TO 15'-f 0' 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 12'-,1' 1 SgEl S 21'_ 8'-0'TO W-10" LOCKS SHOWN ABOVE 15'-11' IN ACCORDANCE WITH BECKON 1709.9,3 OF FLORIDA BURRING CODE 12-6.6 SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS LABELING'To COMPLY Wr1H SECTION 1109.9.2: j1L7111 1111 / IV-9' 5 SECTIONS 18'3 SECTIONS 21- \\ /7j '? 13' 4 SECTIONS 18'4 SECTIONS 21' ®®® \\ m IV-1' 3 SECTIONS IS'5 SECTIONS 21- E�209IICt ®® ®® M14%3/4'SELF DRILLING SCREWS `\ •:;441w 13'-6'2 SECTIONS 18'6 BECKONS 21' sut * 11 - - MAY BE USED Fta1i�• IN LIEU OF J14 X 5/8"SMS ry \ 13•-9• ,sECnON Is- 7 SECTIONS 21' AWL \: 10'-0'TO 11'-10" 14'-0•TO 15'-10' I - D592 n 1d B SECTIONS 21•'- 4tLi11s<cN0e.17 IcP •) I I r' DOOR WIDTHs :• �T- ° 14'-3'6 SECTIONS 78'S BECKONS 21' I Dn!e''�7_�TLI Z.02� DOOR WIDTHS = 14'-e' 5 SEM014S 18.4 SECTIONS 21' 14'-9'4 SECTIONS 18•S SECTIONS - --ts' 3 SECTIONS 18'6 sESTI0N5 21' G PrOduN Coz2.aT I �G b3, '., sT TE OF Qy; drawing no. 15'-3'2 SECTIONS 18'7 SECTIONS 21' �� 5'•.AZORIDP.% -- 15'-6' ,SECTION 18• B SECTIONS 212 I TO , t, •• \ 98-05 1 168, 6 SEOnONS 18'4 SECTIONS 2,• REFER TO SHEET 2 1 12'-0"TO 13'-10' -I I IS DOOR WIDTHS 2" _I /77jV/!®�`��1�r\\\ sheet 1 of 6 FOR U-BAR PLACEMf-Ni DOOR WIDTHS SCETION 4 SCEIION B SCEERON 8 _ O SCETDN J SCETION 7 SCEnOH 7 SCETION g SCETION 8 ggg SCETION 2 _ Z H SCEn0N 5 SCEnON 5 O p`,O SCETION 1 4 SECTION DOOR sCEIgN 4 SCETION 4 HEIGHT RANGE 8'-6'TO 7'-0' SCETION 3 SCETION 3 0 U N r (3)0-BPAS O2M o SCETION 2 SCE110N 2 Q d O G sCEnON 5 SCETION 5 SCETION 1 SCEnON i - _ "a W SCETION} 5GEn0N 4 8 SECTION DOOR SECTION DOOR 3 2 0 E HEIGHT RANGE 12'-8'TO 13'-3' HEIGHT RANGE 13'-6'TO W-V .,, ID 15J SCETKIN 3 SCEf10N S (6)U-BARS (6)J-BARS Q 2 SCETgN 2 SCETION 2 SCETION 9 0 SCEnON 1 SCETION 1 SCEIION 8 N n 5 SECTION DOOR 5 SECTION DOOR SCEn.N 7 c HEIGHT RANGE 7'-6'*M 8'-0' HEIGHT RANGE e'-3'TO 8'-9' F C O (3)0-BARS (4)a-� SCEfION 8 w M x �N1 1i C�- SCETION 5 O.Q I'• . SCETION 6 SCEMN eEj E N'n m.. SCEnON 4 O z 0 v 1 SCETION 5 SCETIDN 5 SCETION 3 L 3 p uni O Z w SCETION 4 SCEM 4 PRODUCT RENEWED SCETION 2 -_-,as complying with the Florida SCEf1ON J SHLTION J - _ Building Cod mm O scEnoN 1 NOA-No. 20-0'107.05 N p .2 r= SCE110N 2 SCETION 2 L�L - E.Plratlon D tG07/21/2025 -- 9 SECDON DOOR SCEIION 1 SCflpN 1 HEIGHT RANGE 14'-3'TO 15'-9' By Ld (6)U-BARS Miami-Dade Product Control 6 SECTION DDOR 6.SECTION DOOR HEIGHT RANGE 9'-0'TO 10'-3' HEIGHT RANGE 10'-6' SCEnCN 10 c n d 0 A(4)U-E S (5)O-BARS PRODIIC f REV['- -�V w SCETION 9 >K Ca10Pwn wftb Mew' -T. 3 , tsattl�QtNN (]fOI . U OT u�. Aeeepleam Na g y SCETION A t]p11s7.�41C' v s z g S SCEnON 7 sCEfION 7 ) t$fµ{/ =(Coon1 SCETION 6 _ C L SCEIION 8 y O N$�ao SCEnON 5 SCEnON 4 SCETION 5_ ``11111{1IIII/fA/Ai SCETION 4 sCETroN J VGENSF"'�;® SCETION 3 SCETION 2 O• 0592 ' n SCEnON 2 SCETION I sCEnoH t OF drawing no. 7 SECTION DOOR ^ '® fLORIDP,:' \�� -- HEIGHT RANGE 10'-9'TO 12'�T' Tom/ • '� �'�`5�+� 98-05 ()U BARS 10 SECTION 000R 3 7Dj? i HEIGHT RANGE 16--0- AAA/®i+NNAL111AA sheet Q Of 6 (6)U-BARS PRODUCT RENEWED 24 GA STEEL PANEL �v o _ o as complying with the Florida _ o m Building NOA-No.Code 20•0107.05 Z g W ExPl Ire tion a07l21I2025 FLAPS BENT OVER PANEL F' m RY 1 OO`o ®' Miami-Dade Product Control 4. ® 1/0 PUNCHED HOLES ix O C n ®4'O.C. l (), IS it f9 G _ USE REINFORCING'U'BAR AT 1 Q 6 .o/ *16 SECTION ONLY-AT - Q 16 G0.X 2-1/4"X 3/4"X 2' R SECTION DOORS GALV.STLF1.U.BAR REINFORCING TRUSS 16 GA X 2-1/4'X 3NF X 2' �. =O q 0 BOTTOM OF PANEL TRUSS FASTENED TO CALM,STEEL U.BAR REINFORCING TRUSS VERTICAL INTERMEDIATE SALES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES � m $14 X 5/'S.M.S.AND TO.END SALE W/TWO$ 14 X 51W S.MS.AND TO END STILE }y 'W/FOUR 114 X 3/4-SELF DRIWNG S. W/FWR$14 X 3/4'SELF DRIWNG SCR. WN1/2'X 1-3/4^X I6 GAOPEN TUBED TOP&BOTTOM 3/16'POP RIVETSOF EACHPANEL AT 4'O.C.(6) FOR 21'STILES(5) FOR 18'STILESo si 2-1/4'X 3/4-X 2' m X EL U.BAR REINFORCING TRUSSSTENED TO VERTICAL INTERMEDIATE STILESEND��$14 X 5/8'S.M.S.AND TO END SALE aZr$ 14 X 3/4-SELS DRILLING SCR. 024'STL PANEL E o0 c o C U v l 1ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE of DOD o z t`a G REINFORCING REINFORCING o� 0 o OPTIONAL STOP MOULDING s m wm BY DOOR INSTALLER Q N o STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 3/4-X 2"X 2-1/2'%.049"STEEL O 5/16'X 1-5/8'LAG SCREW 61 PER HINGESMS END STILE CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS HD(WASHER HEAD TYPE A 1/2-X 1-3/4-X.058-FORMED STEEL SEE DETAIL ABOVE / SOLID BRASS DOOR VIEWER SOUTHERN PINE ENDGLUED TO PANEL )3 SECURED TO 0.55 S.G. ENO STILE WITH(4)3/16^POP RIVETS BY'SCHLAGE SECURITY HARDWARE' ",e t-7/8'X 2-5/e'% 049-STEEL EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE�.I S POSITIONED AT'EYE LEVEL EL TILE GLUED AND RIVETED DISTANCE CENTER I e •'� TO PANEL W/(4)3/16'RIVETS pOP RIVETS I PRODUC r RRY ED C 2'MIN. $14 X 5/8"S.M.S. : ': !.�1-.3/16. uc4wAlYLn2 wftk SM l4rsies w ED 4/HINGE I ���' .I., holding Codo o Pi z i Ls*t*a No -/7,7 241F,30 I E]Altatba Dnte POWER-BOLT BY'POWERS' / v n MIN.EMBED INTO CONC. L- SG •L�. o 2'MIN.EDGE DIST. Moatr'11TN ndtel CABOd •6 o�, JEONE PER BRACKET _ 1.9"X 2.19 X 3.3'X.090' SEE SHEET 3 FOR BRACKET SPACING ` x STEEL TRACK BRACKETSIL SEE SHEET 3 FOR SPACING I I \\\\\1�1 AN, 111,7 I �:VGFA,pF•••,• i i s 1/4-20 SS BOLT = 0 0592 7-1/2-X.050' INTERIOR SIDE 7-1/2"x.o7t° &NUT GALV,STEEL END ROLLER HINGE STEEL TRACK CENTER HINGE _ 7a GA%2-1/B'%1'(STANDARD) TE OF drawing no. -- - -12 G0.%3-5 16'% -X - OPTIONAL) 7/8'PUSHNUT 1.B2'DIA X.50"STEEL ROLLERS(STD. ® 'may` // (( ) FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82' DIA X.. NYLON ROLLERS(OPTONAL) •••, RIOP,:•�! 98-05 W/1J4-20 X 5/8'TRUSS HD. 2.75"DIA.X.50"STEEL ROLLERS(OPTIONAL) r1��+ SLOTTED M.S. &LOCK NUT 2.75'DIA. X.50'NYLON ROLLERS(OPTIONAL) �.`i SECTION 8-B WITH 5"STEM AA ill 111 Alt\\ sheet 3 of 6 POP RNETS 1-1/2'X 1/2"X 1/8'HOR ANGLE ////� R.5/16"X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPFO 7 FT. �� o I I� 2-3/4'X 5-1/2'X 3'X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITHOUT INSULATION OR WINDOWS. ff GALV.STEEL WfTH 1-1/4"EMBED INTO MASONRY EXpEEDINO 8 FT. IN HEIGHT 21 X 2'%1/8'HORIZ.ANGLE I TOP ROLLER BRACKET ON EACH SIDE _ _ 3 PER BRACKET I I A-- FOR DOOR HEIGHTS ABOVE 7 FT.OR FASTENED W/(6)/14 X 5/8"S.M.S. I I 1 DOORS WITH INSULATION OR WINDOWS Z ro n w SPOT WELDED TO HORQ.TRACK 0 b imp c� 090 THK.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'APART SUOE FASTENED TO BRACKET - _ 2-1/2 %4-1/4'X 13 CA STEEL PLATES A J FIRST AT 3'O.C.•REST AT 9'O.C. F m < W/5/16-18�x 3/4'HEX HEAD WELDED TO 1-1/2'X 1-i/2'X 14 GA ANGLE -- f a m M.SCREWS k:NI3/ FASTENED TO TRACK - -- CONNECTED TO FLAG BRACKET ANGLE Q a S W/3/8-16 X 3/4'BOLT&NUT O WITH(4) 1/4-20 SS BOLT&NUTS -- HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0 a !r (2) 1/4-20 X 5/B"BOLT&NUT TOP BRACKET {u (STANDARD) TOP BRACKET LL LOW HEADROOM OR 14 GA.GALV.STEEL TRACK ppK µµ22ii o -- ------- HORIZONTAL-REINFORCEMENT _ VERTICAL TRACK 0 a aH.<cp 1/2'X 1-3/4-X.058'FORMED STEEL 2-1/8'X 1'x.080" - - -- 0-'3 m d- _ GLUED TO PANEL AND FASTENED TO SECTION A-A L�z o a VERTICAL STILES WITH 2'X 5-1/2'%.104" �`O LL ._ a m 2 3 18'POP RIVETS GALV.STEEL y_o () / FASTENED W/(4)S 14 X 5/8'S.M.S. u'Z O S `✓ TOP ROLLER BRACKET FOR DOOR SECTION HEIGHTS BRACKET PLACEMENTS .J m m g DOOR OPTION M LOW HEADROOM HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 83 B4 85 B6 87 BB Q m f 1/2'%7-3/4'X.058'FORMED STEEL 6'-0' 1B'18' 18'18`N/A 1"TO 2'11-3/4" 23` 34" 45" 56' 67" - O GLUED TO PANEL AND FASTENED TO - yE��y-E�y 6'-6' 21"18' 18'21'N/A 1`TO 2'11-3/4° 23' 34" 45" 56' 67" o n . (2)3/16'POP RIVETS 7'-0" 21"21' 21'21"N/A 1"TO"2'11-3/4` 23" 34" 45' 56" 67' - m 5/16'MEETING RIB 7'-6" 18"18" 18'18" 18"1'TO 2'11-3/4' 23" 3,r 45` 56' 67" 78-1/4' _ r 8'-0" 21`18 -18'1B" 21°1"TO 2'11-.3/4" 23" M. 45" 56' 67" 78-1/4' i0 1.82'DIA.X .50"STEEL ROLLERS 5: —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM m ® W/.44 DIA. x 5"STEM =10 FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. o U c o h 7 i z¢; T y o T{ Q 4 OPTIONAL INSULATIONS: o o m 1.9"%2.19'X 3.3'x.090' {4TODUCFBGV.ififlt t5 C lsoump(yls¢ditti tSe Yfoelf� I-ri t]. BY'DYPLAST PRODUCTS LLC' I EEL TRACK BRACKETS kaAllp Qod4 E.rJ pj,o ISO-25 POLY-ISOCYANURATE r -3/16'HIGH A E B O rn d o DENSITY=2.0 PCF mONNECTED TO TRACK WITH EaplpRne 1 '() N.OA 016-1108.04 ) 1/4"BOLTS&NUTS. -0 p BY'CELLOFOAV NORTH AMERICA• m �S4 �� o Z L o DENSITY 1.03 PCF v'.A�':•:dn:t Conhct z 0 u7 p o N.O.A.#15-1203.04 BY'INSULFOAM LLC' m _ DENSITY-0.92 PCF N.OA 617-0221.G6 < m 13 14 . G N STEEL ROLLER HINGES FASTENED W/(6) 14 X 5/8'SMSol m = MIN..024"ROLL FORMED STEEL PANEL o W B DRAWING DUALTIY C-40 MIN.YIELD STRENGTH-39 KSI u< WITH PRIMER AND BAKED-ON EdPOLYSTAPPLIE TO BOTH SIDES OFTSTEII. TRACK CONFIGURATION g g 12 GA.GkLy.STEEL VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM „p o 807TOM BRACKET FASTENED DOUBLE TRACK x W/(4)$14 x 5/8"SMS AVAILABLE TRACK OPTIONS H,ffArr�i A m PRODUCT RENEWED as complying with the Florida Building Code = 7 592 DO BOTTOM SEAL OPTIONS NOA-No. 20-0107.05 SEE SHEET 5 Explratlon o te07121/2025 O� _ _ _ By �Q.•.• OF .•.QU"� drawing no. SECTION A-A Nliaml-Bade Produet Control CG,L., p - �sis OA••' \ ` SEE SHEET 2 FOR LOCATION i ��) ' �'o ��(� 98-05 OF REINFORCING TRUSSES ��/i11111111\\\ sheet 4 of 6 CEENT V 1/2"X I-3 3 /4'X.058' IN. FORMED STEEL �� n 0 DIST. SELF DRILLING SCREWS #8 X 1' w 1-1/2"MIN. OR SELF DRILLING SCREWS Z y 3 16"'RNEX'STEEL RIVETS OR a o o I E DIST. o I m MULTICRIP W/DOME HEAD 3 16"RIVER'STEEL RNETS 00 N mo AT 48'O.C. ULTIGRIP W/DOME HEAD 3 w o AT 48"O.C. d Q REINFORCEMENT O O I 1/2'X 1-3/4"X.058' O t1 FORMED STEEL 'A 1/4'DIA LAG SCREWS 1/4'DIA TAG SCREWS WOOD BU I AT 8'FROM ENDS w2 WD BU I AT 6'FROM ENpS O G N�j r AND 11"O.C.MAX. I AND 11'O.C.MAX. 0 C 2 g I I 2 O --- W'SfRIPALUM�NUM SWTEd ADAPTER C)a o o g t - i O RUBBER W'SfRIPPiNG RUBBER W'STRIPPING Z O �j D5050 r4,=040 0 O� �7IDW u' rio—d—{ HtOIiUCI'BEVTf4E3! O N 1ffi omplLin with Wr,Fietidi BOTTOM SEAL OPTIONS M I OPTION 'A' OPTION 'B' aerepmceN° F*r}Ixaeb°gate .fie ... WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) Bc 1ST o °0a ,odnel E°enM THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHATTACHMENTIf1r:aY M4 C O r7 0 TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN T 01 4 WILL BE'REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE a6 ti FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE N EMBED SPACING EDGE DIST. L '� 3 8"HLC SLEEVE BY HILTI CONC._ 1-1 4 8' 2" 0 m O o 3 B CONFLEX BY'ELCO' FILLED BLOCK 5/16'X 1-5/8' 3 8"DYNABOLT BY'11W' CONC. 1-1 2 8' 3' 3 o n LAG,SCREWS STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS CONC. B' 2' O C0 a AT 11"O.C. MUST SUPPORT THE LOADS IMPOSEDo Z BY SYSTEM 3/8- DOOR - SIMPSON CONC. 1-1.2 '0 Lo 00 CONCRETE f'e a 3000 PSI MIN. C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN. Q N 5/16'DIA.BOLTS N in _ - WITH WASHER&NUT 0 AT 12"O.C.MAX. EDGE DIST. WOOD BUCK CONNECTION TO MASONRY ~�• '•I'� PRISSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I ri-1 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1'. m T 1/4'ULTRACON BY'ELCO'WITH SPACING OF �'Y.6C.INTO GROUT FILLED BLOCK WALL,WITH 2-1 4'MIN.EMBED � 1-1/4'X 2-1/2'X 14 GA9'O.CINTO 3000 PSI CONCRETE,WffH 1-3/4"MIN/EMBED 1-1/2' 1-1/2" CO STEEL ANGLE o2-1/2"MIN.EDGE DISTANCE 12 GA.GALV.STEEL u1/4'TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS t3'LONO 1'X 14 GA.8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED 1/16"X 2-1/2 AT 12"O.C.IN DOOR OPNG. EL TRACK9'O,C.INTO 3000 PSI-CONCRETE,WITH 1-3/4"MIN.EMBED FILLET WELDSAT18'O.C.ABOVE DOOR OPNG. TO TRACK PLATES3'MIN.EDGE DISTANCE AT 12'O.C.MAX. CONNECTED TO CONT.ANGLE4-20X5/8'TRUSS HD. W/(3)SPOT WELDS AT EACH SIDE .S.&LOCK NUT ui 3/8�CONFl.EX BY'ELCO' OR 3/B LOT BY'ITV'WITH SPACING OF CONIRN O AN F TRACK Rf�/ERSE TRACK GONRNUOUS ANGL TRACK m°m 6"a,o 3/ O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED MUFF BUCK j0 STEEL I CONCRETE'AND FILLED BLOCK 3'MIN.EDGE DISTANCE x 3/8'HUG SLEEVE BY'HILR'WITH SPACING OF ALTERNATE TRACK INSTALLATION S. O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN.EMBED,4"MIN. EDGE DIST. ``111111IIIT1TYl' 11"D.C.INTO 300D PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND 2-1/2'MIN.EDGE DISTANCE ��•"•• ••' i PRODUCT RENEWED ` �; V10ENSF PREPARATION OF JAMBS BY OTHERS as complying with the Florida ' FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY Building l.otle _ ,7p5g2 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSEDBy NOA-No. 20-01D7.05 FOR DOOR DOO SYSTEM. REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF pxplratlon 13pje�07/21(2025 _ RECORD,'DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ByL«4+r� 03 ?-��-� ®•'•,• OF BUILDING OFFICIAL UPON INSPECTION. i Mam ade Control rotluet rol°n '.,�`S,••....R�o�.• eya� 98_05 - MAXMUM INTERIOR(-) LOAD PER JAMB (1MAXMUM DCEROR(+)LOAD PER JAMB 16.117'X 0 P F)/2 420.4LL ®��� Lbs per Ft. '''A�S/� j1V� `\ sheet 5 of 6 �f *PLASTIC COMPLIES WITH 500 250 I t� DOOR PANEL CHAPTER 26 OF FBC `v m 24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE Z F Z L765 1.725 LL N 0 7/18'DIA WASHER1144 �O W C m a c � i O�ial� / {18 X 3/4'SMS 21 3/4' IB00 Ox o 1 1 0 3/8'FROM ENDS MAX. .176 f�-- O_a p Q 1 _ AND 7'-O.C.MAX - WOW, WIDTH - _ _ 0. 1 Ir x *.EXTERIOR FRA ME * INTERIOR FRAME ���c N I i,ll w 18 1/B' RIGID PVC ONE PIECE INJECTION RIGID PVG ONE PIECE INJECTION 4.z m (4)r8 X 3/4 SMS <x o MAX. LL.Z O I-6-1/2- FROM ENDS 3 \p D.L.O. ,j a 0 j 1 AND 6-1/2'O.C.MAX. v 3 n Q Z o f II o W L m IIII 175%.062 DEEP N GROOVE ill n •I:I jjlj IIII 1/4'POLYCARBONATE LEXAN I°I BY'SABIC INNOVATIVE PLASTICS' Ili NOA 015-0915.08 6 Ej im a L � o ED 111 ED o w lill 3 °v�i O U� IIII o O Z i. IIII z O N t� IIII ED �Cq O_ IIII ~ I:I L O IIII � r I:I w�p 175 X.062 DEEP ED ED 03 El [i] GN, ROOVE �" g on P (a)®e x 3/a'SMS INSIDE ELEVATION PRoguctR6�t6!® c.g @ ® t-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS waonPbhgywiththebWI& d� g iI AND s t/z'o.c.MAX. kuW a Qedr WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION AtceplaatcNo O18 X 3/4'SMS © tlplrada�Dote 5 p -2 •2a�rr I j l I I a 3/8'FROM ENDS .175 X;.062 DEEP I ]-2 AND 4-1/2'O.C.MAX. GROOVEPRODUCTRENEWED EGf� BAA as comp)yI" with the Florida ° `� Bullding Coda Q8 X 3/4'SMS NO� I A-No. 20-0107.05_ ,111IIITt 0 A 3/8'FROM ENDS r- _- En iration D te07/21/2025 v9 a AND 7'O.C.MAX. - P By �. VcENSF :O 7/16'DIA WASHER --____- -- - --........... - Mlaml-D de Product Control I a- 0 70592 >- _ - o DOOR PANEL EXTERIOR 24 GA(.024)STEEL MIN. D.L.OPG._ DOOR PANEL 15/16 MIN. O ��® 7EOF (�p 24 GA(.024)STEEL MIN. GLAZING BITE CG-t. 03T L �� RIDP,:•�e�Q 98_05 WINDOW WIDTH '''���IT11Aiii1 ��\� sheet 6 of 6