Loading...
HomeMy WebLinkAboutProduct Approval - I RECEIVED err SEP 2 6 2010 MIAMI-DARE ' `' Permitting Department MIAMI-DARE COUNTY ¢ >- 1 St, Lucie County CQtN • its PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DAB Door Company,Inc. 12195 NW 986 Avenue Hialeah Gardens,FL 330.18 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted hasbeen 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). I 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 testingand 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 Rev L,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product ! LL 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/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 revises NOA#15-0304.01 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 byIshaq I.Chanda,P.E. NOA No.17-1018.12 Mtt nAnE COUNTYExpiration Date:July 21,2020 APPROVED Approval Date:December 14,2017 Page 1 DAB Door Company,Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted inP revious files A. DRAWINGS 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 Hurricane 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. �5k..1 k• LLa- -- Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 • Expiration Date:July 21,2020 Approval Date:December 14,2017 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 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. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene.Block Insulation,approved on 02/24/2011 and expiring on 02/24/20 16. "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"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 "Submitted under NOA#14-0814.10" 1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 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. 02-21 Rev L,titled"24 GA.Roll Formed Steel Sectional Garage Door", dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 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. 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 07117/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition)and FBC 2017 (6th Edition), prepared by Al Farooq Corporation,dated 10/05/17,signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA#15-0304.01,expiring 07/21/20. \46.1\ . Ishaq 1.Chanda,P.E. • Product Control Examiner NOA No. 17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-3 • • • • • • 7-1/2'%2-1/4'X 16 GA RISEN NUf TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' y /fid GOY..STEEL CEH�HINGE STEEL RATE WIM ONE 5/18-1B MS W/NIR OPTIONAL DOOR VIEWER ��`d .. Aw/(4)114 X 5/8'sus FASTENED TO END STILE WM1 TO BE INSTALLED AT I j�WITHOUT DEIRON SLEEVE(STD.) ID I. ```l (6)114%3/4•SELF DRLLILNC SCREWS ANY CENTER STILE ♦l i ry i 7-I/2'%3'%.071•GALV.STEEL J I SEE SHEET 3 FOR TOP BRACKET OPTIONS Y - Z1 7// END ROLLER HINGE I,.1.- J CENTER if VMHOUf(DETACH SLEEVE(510.) 5A® I SEE SCH.'A' (•'A F WITH DELRON SLEEVE(OPTIONAL) TT - ' A GALY 2STEFL-10ENTER HINGE -LOCK \ / \ • / / \ / \ In! \ ! \ J• ryO NW/(4)114%5/8'Sus 2/DOOR d' WnWi WITH DELRON SLEEVE(OPR}ORALT----- - ------- _/' \ / \ / - / \ / \ / - \ ✓ 1'jq rj' A RQV N„ D�1 VV'V yTQ21-w z.1s T11K.LArc...`` - / < \ \ ! < / dsISTPN04R0 IJ)p( 7 OK°c ` CENTER HINGE l .�'/ • O1Ab¢SPRWG LOADEDAIDE BOLT(BOTH SIDE ` 1, yy13\, FW/(4)H4%1/2'SM.S -A \ / \A/ \A/ \ /- \A A/ - \ / \A ^ TO ri iI II N 5/8'MIN.LOCK FN 80114ENT c 4 - V •0 1 'Y' ID NS o_RS II.?..:4_ O o CONFORMS TO SECTION 1008 REGARDING` < _ \ / \ \ / \ / \ - ' _ / J GARAGE DOORS r Z. - T _ - -• 11 J .158 DIA GALV AIRCRAT TPE -_ ` ,¢E¢,�ii,, ,¢Ei Q m f CABLE A NICO-PRESS AELVE I'- Y B l'! \ ! \Y�! \�/ \ / \ / -\ / \ / \ B m . •" ••"' W/ON.5 10 1 SAFETY FACTOR;' i'--``II I ``I YE �.L- C- R . •. '- �0 _I b�1-N 2-vee X 5-5/871%190'THC.‘ I\ n STEEL PLATE,1-3/B'DEEP, I_ !It ,p - - -- WITH(3)114%3/4' .11 l' `C7 v V :' �_v' g S .-a SELF DRILLING RENEWS : ' ''e \ / \ / \ / \ ! I I !1\ T 0 n R BRACKET BRACKET ---� STD.UFT DOOR LOW HEADROOM I n c m n DOOR OPTION r . 1 .TODJ. OF nt LL • DOOR VV MRS1 AT -- -• -- _-.I a El g:,' NBGNT CONSISTS OF EACH DOOR 7-7/8'%3-1/8-X.010' • OPTIONAL VENTS - I e'-6• 2 animus,8'2 SECTIONS Sr STEEL PLATEOPTIONAL FLUSH FACE I E r (3)S.WIDE AT 1 O.EX EEIL 6'7' 1 SECTION 18' 3 BECKONS 21' WITH(4)114%JL4•SDS OPNC.AREA NOT 7D EXCEED 120 SD.IN. MAX.DOOR WIDTH WOOD CRAM DESIGN L A o i f2 n 7' 4 SECTIONS 21'- 7-]' _ I► 16-Y DOOR TESTED IN ACCORDANCE-202. 201 THE S-2O331ENT5 Cr FTDR04 2 o g T-8. 5 SECTIONS 55'- CENTER STILE i 'THIS PRODUCT IS RATED FOR LARGE MISSILE MPACTI INSIDE ELEVATION BUILDING CODE•TAS-202.TAS-201 h TAS-203 FOR MU IRO U' ma v_ 7•-9.4 5000085 1e'I SECTION Cr RAISED PANEL EMBOSSED DOOR ASTM E1886-G4/ASM EISS5-09. H p x 5 8' 3 SECTIONS 18.2 SECTORS 21' X010 d�l/,7 GENERAL NOTES T.; a • B'-0.2 SEC11ON5 18'3 0001005 21' I► W-e' I SECTION 18• 4 seLTDN9 21' 1 END STILE DAB DOORS INC. 1.Tis PRODUCT HIS BEEN DECOYED AND TESTED TO COMPLY WITH THE e'-9'S SECTIONS 21'- .II) REGDRLIENIS OF THE 2014(SM EDITIOID/2017(ESM EDMON)FLOP= B' 8 SECTIONS 1B'- • ` Hurricane MaModel 624/611 BELONG CAGE WCWDING MGR REDSTART, HLRRPJ2FE ZONE DMZ). LL e•-3'5 50000 S 1B't SECTION 21' �� LOCK BAH GUIDES Max.Sind 16'-2'5 16'-0'High 2_ANCHORS SHALL BE CORROSION REDSTART.SPACED AS SHOWN ON DETAILS 1 G 9•-e'4 SE000NS ler 2 SECTORS 21• ',/ INSTALLED ON ENO STILE With Window Lite Option AHO INSTALLED PER 02040 ALL.0 CTO50 OR ENBEDUENT TO BASE urti dl n V-9'3 SECTIONS 1B-3 SECTORS V' 4✓ I WITH(4)114 X 5/8'SMS ARTERIAL WALL BE BEYOND WALL DREEST0 UR STUCCO. q Pi 10 2 SECTIONS 18.4 SECTIONS 21• g 0 .18T X.OW LOCI(BAR DESIGN PRESSURE RATING=+36.0 PSF 3.A LOAD D 00008 INCREASE TS USED M DESIGN OF ARMORS INTO WOOD ONLY. r C, R I ENGAGES ClTRACK 1Na•1 SECTION 5/B' 5 SRTIDILS 21' 4.MA110 041 INCLUDING BUT NOT LAMED TO 0 MATE IALS 4411 M.TINT 10•-6.8 SEcnoNs 21•- _ O r ON EACH SIDE OF DOOR -4`7.0 PSF cams OOp IYNTACT 0 OTHER DOOM M.00.000 DULL YEEf THE 5 10'-9.6 SECTIONS 18'1 0051ON 21' CENTER STILES 50IEDUIE'A' REOUD0HENTS OF THE 2014/2017 FLOM..BLDG.CODE h ADOPTED RTSTISTANDARDS. OUTSIDE KEYED LOCKo€g 11' 5 SECTIONS ID'2 SELTDNB 21' CENTER STIES CONF%AIMiDN 11105 PROWCT APPRINAI.s GENETIC ANO DOES NOT MONDE INFORMATION 1F-3.4 SECTORS,5-]50;11016 21' 6 OPTIONAL DOOR MOTHS 1 OF CORER STILES FDR A SIZE SPECIFIC PROJECT.Le.LIFE SAFETY OF DRS PRODUCT.ADEQUACY y 11'-9']SECTIONS 18'4 SECTIONS 21' OF SIRUCI10 RECOYWG MILS PRODUCT AND SEALING ARWNO OPENING FOR • 11•-8.2 SECTIONS 18'S 50:TIONS 21' •' WOK BM LOOTING SHOWN ®®®;I-II 0 4'TO 9'-100 2 WATER NFRTNOT 01 RESISTANCE EIC. 11 n n_ ALTERNATE TO 10•-0'TO 11•-10' 2 4710 TO NOT SHOWN N TIES ORAWLYG ARE TO BE ANPLYLED SEPAMTFLY, e c...'i 12• I SECTORS le•6 SECTIONS 21• - SPRING LOADED SUDS BOLT £ I 1Y-P To,Y-10• 3 AND TO BE REVIEWED BY BUILDING OFFON_ - S 0 10-1'7 SECTIONS 21'- LOOM SHOWN ABOVE • I 8'-0'TO 9'-10' I 14'-0'TN 15'-10' 4 e.11AMRACIUREW5 VSEL SHAY BE LOCATED ON A READILY VISIBLE LOCATION n O$7 6 - 12'-6.6 SECTIONS Ie'2 5ECIIMS 21' DOOR WIDTHS 15'-11'TO 16•-2' 5 M ACCORDANCE WIIN 5EC110N 1709.9.3 OF 01.0904 sumac LODE e c-"'><'• 12•-9.5 SECTION5 10'3 SECTORS 2,' • - 1080.010 TO 051/PLY WITH SECTION 1709.9.2 ` t111111110 - 1]' 1 SECTORS 18.4 SECTNRS 21' {{��I 11 AAA ii ��+R Q ,Y-3.3 SFLTDNS or 5 swoons 21' EEBEIRSFS ®pI!.IIpI�I II I! it#1®I®p�®® 114 X 3/4- EV DRILLNG SCREWS d� Y ^ 13•-5 2 SECnoNs 18'6 SECTORS 21• Oft ``` .. •907.0. CC_ so MF\1►eFbW DI BE USED �. UOENSf 1Y-9'1100110 18' ]SECTORS N' N DELI OF 14%5 5115 14' 9 SECTIONS 21'- EopU .e Ne 1'('(0). ' I 10'-0'TO 11'-10' I 14'-0'TO 15'-10' ' 11'-3'a SECTIONS 15.3 500mRS 21' A14rW 0116 eLE�YE6"• • DOOR WIDTHS DOOR WOMB • - 7 I *- y -1G-6'5 SECTIONS 19.4 SECIONS 21• // a. - _ }i gp {'-B'4 SECTIONS 19'S SECTIONS R,: ?l�,' 1{ .S 10011.110 � II :�/f�/-V_+`• 15' 3 SECTORS le 6 sRTDHS 21" X10 pIf Pm1�4- Il(-7101 1.1 p®®I.,-1f m milimolo'p® 1 .ij1 T BTA OF ... `drawin ' 15•-3.1 SECTIONS 16'7 SECTIONS 21' }LlT�g ,L �I l9 Ei i i;:'s�i.,t: g no. 1E-5•t SECTION Is- 9 SECTORS 21• 'a IIAYD(LDM 6\�` Q2-21 15'-9'9 SECTIONS 21'- I- 12'-0'TO 13'-10' I - 15'-11'7D 16'-2' I '9'9/OtVAL��` 1e• a SECTIONS 18.4 SEC<D16 RI' DOOR WIDTHS DOOR WIDTHS '//111111111 sheet 1 of 5 1 • • • , 24 GA STEEL PANEL- '1_ 01141.11 II- • ,Y FLAPS BEM OVER PANEL O a Lie, ° ��. ;1 1 S fir=,.. p IMa9 • a 0.`6�I - I'likP. 1/2'PUNCHED HOLES yi' e. 0. W� [� O4'O.C. 9 OOj I_ 4 1 6 V E.' '1o0QOSS'%2-1/4'%3/4'%2GALS.SIEEL U9M REINFORCING TRUSS } O BOTTOM,OF PANEL 1RU55 FASTENED TO - 4 0 E• IR 000TCAL INIFANEDNTE SILLS W/TWO _ I G; 1 /14 X 5/8'S.M.S.AND TO END STILE I LL y a W/FOUR t14%3/4'SDI ORILLH0 5. �BDCF J1 II 1- �O ieMI7-To/.12 _ B re-.4'...--.'"-----.. - IALSO..j/ln]/1b'POPRIVETS) UAa'�N•�1 P/odectC4 I1� ' _ AT 4'O.C. _ r `��_p II (b)FOR 21'STLES IIT + (5)FOR 16'STILES • m •^ D .024'SIL PANEL c O END STILE n B ;i rte_ OUTSIDE OF.• T B p m C o 117 z.0 v i 1ST SFCTION (BOTTOM! INTFRMFDIATE SECTION TOP SECTION 3`o 3 -_J o oc"cv OPTION.STOP MOULDING z 0/w 8 BY DOOR INSTALLER SOLID BRASS DOOR VIEWER a W N 6 STEELTRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE' r o.-S1.9 TO WOOD DNB WITH /14 X 5/8'SMS 3/4'x 2•%2-1/2'%.049•STEEL INSTALLED IN 9/16'DIA HOLES IN CENTER STILE V / - 5/18'0 1-5/e'LAG SCREW 8 PER HINGE - ENO STILE CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND(5)OR(6)3/16'AWN RIVETS POSITIONED AT EYE LEVEL HD(WASHER HEAD TYPE A 1/2'%1-3/C%.058'FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET GLUED TO PANEL AND SECURED TOC END STILE wan(4)3/1C POP RIVETS ANCAORS AT TRACK BRACKET SOUTHERN POE . '..;.• Ca•. 1-7/8'X 2-5/8'% 049'STEEL EDGE T/e'000 FOWF0400 B/'POWER,' m q 055 S ' ' ..: .r CENTER STILE,GLUED AND RIVETED DISTANCE A)2'MIN.EMBED INTO CONCRETE(3000 PM MIN.) g€€N TO PANEL W/(4)3/IB•RIVETS 3 IB' ` 2'NTN.EDGE DISTANCE m 0 liiR 14 X 5/e'SJLS. POP 1_-]/I6 3/8'Mi M 1'SI FTVF 6Y'MIT' �L'• • .-' / 4/HINGE . \ �. ` B)1-1/4'NTN.EMBED INTO CONCRETE OR FIRED BLOCK o g g 2 g 2-1/4'MIN.EDGE DISTANCE MLO CONCRETE 1-3/18•E 1 4'MIN.EDGE DISTANCE MIO FILLED BLOCK ._-^CONCRETE 40 3000 PSI NTN. Li C-90 GROUT FNFD BLOCK NT 2000 PSI MM. y S55'21.9'X 2.19'X 3.3'X 090' ANCHOR TYPE A OR a g2_STEEL TRACK BRACKETS - I (1 PER BRACKET SEE SHEET 3 FOR SPACING =�J _=_J "alp SEE SHEET 3 FOR BRACKET SPACING 111111111/// .--ter- ill iriji, ,11:0 ANA;ftl, ,T4 1 III411WillIl 41111111•1 f IIMIll 7-1/2'X.oso' INTERIOR SIDE 7-1/2'x.071. ` ' BOLT s7 -1 S a V.STEEL END ROLLER HINGE J STEEL TRACK CENTER HINGE 14 GA X 2-1/8'%1-(STAOARD 1.82'DIA X.50'STEEL RS(OS(SEE.)) Y'. . OF •• drowingDO. 12 GA X 3-51/16'X 1-1/2'(OMIOH ) 7/e•PUSHNUT 1.62'DIA X.50'NYLON ROLLERS(DPIIONAL) \.`:1�f+- A.• I I FASTENED TO TRACK PLATES .INSTALLED ON ROLLER SHAFT 2.75'DLA.X 50'STEEL ROLLERS(OPTIONAL)) �i CLS�• '_ *.a Q'2-21 )I • w/1/4-20 0 6/8•TRUSS HD. 2.75•DIA X.50'NYLON ROLLERS(OPTIONAL) A//QIVA(�G`s` SLOTTED M.S.h LOCH NUT SECTION B-B WITH 5'STEM ////1111os‘ (sheet 205 5( • • ///POP 00025 5/18'%1-5/e'LAG SCREWS MTD WOOD OR HOWL TRACH SUPPORT,• 1-1/2FOR1/DOOR i/r NORM O 810FT. ' Y` 2' I / 5/16'SLEEVE ANCHORS CENTER SUPPORT RE00.ON DOORS WITHOUT INSULATION OR WLVDOWS, L// 2-3GALSRI, 1/2'%3'%.104' WOW 1-1/4'EMBED INTO MASONRY IX�jEIDMG 8 FT.84 KEG 2'X 2'%1/B'NOR¢.ANODE `� •'ROLLER BRACKET ON EACH SIDE 3 PFR BRACKET A II A FOR DOOR HEIGHTS ABOVE B FT.OR 1 FASTENED W/(8)/14 X 5/B'SYS. II 1 DOORS WITH MSOIATION OR WINDOWS Z c SPOT WELDED TO.HORQ.TRAM i�, 14 G-GAIN.STEEL AWU6TABLE 1,�— - WITH TWD WEDS AT 1-1/2'APART r' h . • SLIDE FASTENED TO MOM 2-1/2'X4-1/a'X 13 G SIEFL PLATES FIRST AT REST AT 1" FRFR W/5/18-18%3/4'NIX READ - WELDED TO 1-1/2'%1-1/2'X 14 G ANGLE lGr A S CONNECTED TO OFV�GG BRACKET•ANGLE f 3 S M.SCREWS&NIRS. FASTENED 10 TRACK I� W/3/8-16 X 3/4'BCLT&NUr g R WTTH(4)1/4-20 SS.BOLT&NUTS id EgRR.TRAP(LENGTH-OPENING HELM PWS 12' AND TO SPRING SHOT GUIDE WRH RR I,o 2)1/4-20X 5/8BOLT&NUT `(STAElOARO) TOP((BRACKErMir IIC I � LL LOW HEADRLIMAL) W I �(- 14 G GALO.STEEL TRACK v D& 'H HORIZONTAL REMNRCF,IFNf Bill d 6 a 1/Y X 1-3/4'X.MB'FORTED STEEL . VERTICAL TRACK o 6 O GATED TO PANEL AND FASTENED TO till 2-1/8'X 1'X.080' O d g VERTICAL Snts WITH SECTION A-A (2)J/18'POP ROOTS 2'K 5-1/2'X.104' Q,' GALV.STEEL �Q$(g1 y, FASTENED W/T4)/14%5/e'SLS ii.Q 1N•q . LOWW HHEADROROOT DOOR ARON DOOR •SECTION HEIGHTS BRACIET WACEUENTS 0z @Q1�j1 C HORQOWAL RDNNRC5'Fo HEIGHT 1ST 2140 3RD 4TH STH Bt 82 83 B4 B5 BB B7 B8 Q W 61 E 1/2'%O PANE X.058' EED SffE1 �- GLUED N PANEL AND FASTENED TO 8'-0' 18'Ili'1B'18'N/A 1'TO Y it-3/4' y' 34' 45' S8' 87' - I 9 (2) 6'- JGI/18'LL STI1F5 POP PoVEW1111S6' 1 1111 21 18'18'21'N/A 1'TO11-3/4' 21 34' 45• 58' 67' n • Y 21'21'21'21'N/A 1'TD 2'11-3/4• 21 34' 45' S8' B7' yyy''V�� 5/16'MEETING RIB -0'Y-8' 18'18'18'18'1B'1•TOY 11-3/4' 21 34' 45 56' 67' 78-1/4' m PT . PLASTIC/STEEL ROLLERS 8'-O' Zr 18'18'18'21'1'TO 1 11-3/4" 21 34' 45' 58' 07' 78-1/4' � '�Q 1.82'DIA X-.50' g .... O0, W/.44 DIA X 4-1/4'STEM II .-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM G c m 4. Kz' FOR DOORS MORE 11-IAN 8 FT.HIGH,USE ADDMONAL TRACK BRACKETS AT 10'O.C. G I _ DPIIQIAL INSUTARONS: p PRODUCEREVISBD m EI I 1.8'%210'X 3.3'%.080' "Ll iY IW.E flpy. ' 8.:Id Frr'MPIA3T PRnnUGIS LLC SAFE.TRACK BRACKETS BaYi•Cade 2 t ISo-23 POLY-ISOCYAMlRATE .,I 2-3/16•KOH Agee..., ,r ./2. 8 E m.c= DENSITY 20 PCF CONNECTED TO TRACH HUH �— p O m m ROA/16-1108.04 • , )1/4'Baas&NUTs. / !I•)G 1 G E I OR TELLOFGUI NORM Ammo,. .. I�11IP %III �EUAF �� •.1•' 618'A II- DENSITr-1.03 PCF ill — E:4rr & O N II_ HOA#15-1203.04 i / /— OI I FcrDR NY_ ■���� III ,i_r� _—_ Ds IIIFT-11111.. I NO 117-0221.0 0.92 6 . ,l At 'I -46 O N F ,�� 0 14 G GALV.sTEFL E" �� ROVER HINGES FASTENED Dy O-4 zG W/(6)/14 X 5/8'STS m ,III NIB.024"ROLL FORMED STEEL PANEL , g II4- DRAWING QUALITY 0-40 • M-- 1r MIN.YIELD STRENGTH-38 MI i WTM PPoMER AND BAKED-ON . POLYMER PUNTED TOP COAT TRACK CONFlONRATI y o` € � Ammo TD BOTH SIDES OF STET, A VERTICAL I TFT HIGH LIFT ST N_.A DARD IR LOW HEADROOM n y a S g. n.4: DOUBLE TRACK g__,. ' 12 G GAM STEEL AVAILARI E TRACK OPTIONS `Y 111,,,,,,,,AAAA, 3 BUTTON BRACKET FASTENED W/(a)i 14 X 5/8'sus �1.t.44116'''' . [b _ `�\ ����_AAA y I Lr-ti1� SEE SHEET 5 I .. T _ $ I 8 1 cs !Sr,: •i C.:: (,L.1.,.r 511)9/0 ..LL"��••,.I° ,OP •14--Z'1 droning no. 1 SECTIONA-A .%'... ,•'�:•`\� 02-21 SOF SHEET REINFORCING TRUSSESN AsiO1gAtE'``` (sheet 3o1 $ • • • • • • • • 3 4 REINFORCEMENT 4 fly 1/2'X 1-3/4'X.038' 4MITU DIST. /6 0 1' FORMED STEEL It TT' U i_ 1,1/2'MIN. SELF DRBIINC SCREE BB X 1' . 44 63FFMFSS R 1 DIST. o I 3/16''MEC STEEL RNEP' SOETF ORIWNC SCRERS Z ��i YULRGRIP W/DOME HEAD 3/16"RAID(SfEEL.W5015 I7-, �g • AT 45.0.0. / T 48'Poo.CI DOME HEAD �. RFPIFORCEMENT ery 1/2'%1-FORMED STEEL D Ab q 1/4'DIA LAD SCREWSErr 1/4'DIA.VD SCREWS ► II O O d IU WOOD BU AT 6'FROM ENDS WOOD BU AT 6.FROM ENDS81'42 \.0. AND 15.O.C.MAX. .. I,I AND 15'O.C.W,X. IT/41111:q '� � T 1 2 +,/ 11 1' •1] V �ZF WSRIP AMR. WSTFP ADAPTER C K 1 ALUMINUM ` K I STEEL 8%g z RUBBER WSTWPPWO RUBBER WSIPoPPIND 'XV III 1 05�0 �• LL W .48 Q �1.75D—I 179°—.1 .]B0� — BOTTOM SFAI OPTIONS PRODUCE REVISED \\ n n 603148 with lie FbYa 19 1I OPTION 'A' OPTION 'B' v -04‘ sbadb • AonpssttCo: o O/ •)Z 4 FSF{rsllaa Ala -P/TF ZO WOOD BUCK CONNECTION TO WOOD SIIpSTRATF(WOOD SPECIFIC DRAWLY SG=D.55 MIN.) F4�` m THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SLIP WOOD DUCK ATTACHMENT 14 TO WOOD STRUCTURES IF THESE 01011METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DEVON �� d 'Qi M WAL BE REWIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE r:{ FOR DOOR REPLACEMENT AP 1110 00 S WITH NO ENG,NFER OF RECORD,INSTALLATION MAY BE CPi p< VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING 0.•A: ANCHORS STRUCTURE EMBED SPACING EDGE DST. B V m y R 3/8'INC SLEEVE BY'HILA' CONC. 1-1/4' B• 2'// 3/8'CODYNABCET FLa BY LLT COCO' FRIED COCK 1-1/2' B' 2-1/2' p 3 Oj 8 S/tfi'%1-6/B'• LIUSTSEE SUPPORT THE IMPOSED L STRUCTURE HY OTHERS 3:POWER-BOLT BY'POWERS` CONC. 2' 8' 2• A op Z HAG BY DOOR SYSTEM 3/8`SLEEVE-ALL BY'NAPSONS' CONC. 1-1/2' 8' 3' mOR m • AT 12'O.C. CONCRETE In-3000 PSI MDI. 6 Q N p A .f. 5/16'DID BOLTS C-90 GROUT FIL1ED BLOCK Fm-2000 PS MIN. r 0.-2 A WOOD BUCK CONNECTION TO MASONRY N.°.' . r. a 12 o0.A CORE 050. 1 PRESSURE TREATED 2X6 SIP WOOD.141195 WHICH SHALL BE ANCHORED TO I, 8 GROUTED REINFORCED MASONRY STACK WALL OR CONC.COLUMN WITH .. I F K'$VV • 1/4'ULTRACON BY'PLCO'WITH SPADING OF I I I I $n 12'0.C.INTO GROUT RUED BLDCK WALL,WSH 2-1/4'IAN.EMBED �•�• % �•-,% 4. /. 13'O.C.INTO 3000 PSI CONCRETE WITH 1-3/4'MR EMBED 1-1 4'X 2-1 2'X 14 CA 2-1/2'YIN.EDGE DISTANCE / I ,1-1/2' a•-, , I•-•1-�/2�••-• CO�STEEL ANQE i 1-1/Y I v�g u�8 1/4'TAPPER BY'POWEIS'WITH SPACING OF 12 GA GAZA.STEEL 1 11.0.0.INTO GROUT'RUED BLOCK WALL.WITH 1-1/2'MIN.EMBED 13'0.0.INTO 3000 PSI CONCRETE WITH 1-3/4'MIN.EMBED _ 1/16'%2-1/2 _ FLAT BRACKETS DOOR LONG o 3'MIN.EDGE DISTANCE FILLET WOOS Al 12'0.0.IN OPNG. 2CALV STEEL TRACK -1 B'X 1'X 14 GA AT 18'O.C.ABOVE DOOR OPTIC. E FASTENED T TRACK PLATES AT 12'O.C.MAX. CONNECTED TO CONE ANGLE W�(2�1 4-20%6/8'TRUSS HD. 3/8'CONFLEX BY'FICO'OR _ _ SlDTTkb LbClc 3/8'LOT BY'live MN SPACING OFJ W/(3)SPOT WELDS AT EACH SDE S k NUf •S-7 23'0.0.INTO 3000 PS CONCRETE.MATH 2-1/2'MIN ELIDED _5'a 8 8 3•WK EDGE DISTANCE C.ONDNWUS ANGIF TRAC1( RFVFRSF TRWK JO CONCRETE 0010 TR LI( .'.8e3.2 3/8'RIG SLEEVE BY'HRT'WITH SPACING OF 331.321112J31.=OBi SLID. TO CONCRETE ARD RIM RI CCH Y J ID'O.C.INTO GROUT RULED BLOCK WALL,WITH 1-1/4'MIN.EMBED.4'MIN.EDGE DIST. ...22.$- 15'O.C.INTO 3000 PS CONCRETE WITH 1-1/4-MIN.EMBED ANO \\\11111 TFI .-,--., 2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION A\PJ�gFr,('4�AYA-IA PREPARATION OF JAMBS BY OTHERS2. )r ,� '�'•• :'''•i - 1 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY - 8 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED = 1 - I L' 8. BY DOOR STERN. - ; FOR DOOR REPLACEMENT DH RETROFIT BUILDINGS WITH NO ENGINEER OF . •*z V RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY .�.�.( t.:;-;.;:;' • BUILDING OFFICIAL UPON INSPECTION. CIF 'drawing TO. • mums F%TERIOR(4)LAW PER JAMB-(16.16'X 62 PST)/2-201 Lbs per R �`••••�iD0*�CC,°p��` l rY �Y.1 MA,OMULI INTERIOR(-)LOAD PER.1110-(16.16'X44 PSE)/2-355.5 Lbs per FL - ss/���\l-AA`N OL—L ,,,,Fln\A (shed 401 5 WINDOW 4904T - .. OD.L OPO. _ EXTERIORO TERIOR • \ \:._._, 0 1 omx 74;2 B bF ��� a . s s 01 . 14 1/4-MW%. 0 9 959.WEIGHT d ±mm ri � I O D/W'MDOL tu •1. .5 1p D.LO. It ;ni II so-- Zr, 1 211-,,L ,: :, ! i . .,,,.. � O ,. i .._. It I Ili � . . iiii , , ; E11,,, i,,:\‘‘. i' 1;'.1.4ii Lao-a r !i!, E El q n li li M 1 o l:. 1::: l y ! 1 ! $ E Jt Zo m r - 9 z Ili ill mil; 'igh, :ii: g Iltt unI f f, s� PL :1: :JII 1 o ' o L II I '�f fff/11111111t`4`````` z a I's' u6-10-02�"WO d1tns: )-124_GA.RO!L_FORMED STEEL SECTIONAL GARAGE DR.) AL-PAROOQ CORPORATION ______ — _ —--- -0 Z. fia tlate by DO COO U0n - —__ _ _ _ ___ _ _ - ____-_ __ _ ____ ----. .— - N s. (,r.,m:— ) I ocae.10 No 050 lee VIM DAB Door Company,co !DG. ENGINEERS!.PRODUCT DEVELOPMENT _ _.— J 0000.N _ILLY.Pal 0Ils 50170 iG 9300 SUNSET DRIVE.SURE 220 2. b,by.woo a 93.00.13 No IM 1x0 SNRT 12195 N.W. en 98th Ave. MIAMI.FLORIDA 33173. (C.A.N.9698) /ti - N l L Iam.n MOWED to 2017 r9c Hialeah Gardens, Fl. 33018 TEL(1105)20413100 FA%.MOM 215x.978 �•r 00 P (oso o7: ,, - Tal:(WOO)257-2018 Fon.(305)302-0272 ( GARAGE\02-210A8;