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HomeMy WebLinkAboutProduct Approval MIAMI•DADE RE C E I`. �D OCT 10 ?�i5 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy DAB Door Company,Inc. 12195 NW 98"Avenue F1L 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. ICER 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 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.,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 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 renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utr era,P.E. NOA No. 15-0304.01 C •DADECOUNTY Expiration Date:July 21,2020 1S Approval Date:April 23,2015 G4 J 1�jZ0 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NDA #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. b. 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. 064v6 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitter)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 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G 155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by 1. 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 5"edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2'X 2-1/4'X 18 GA PUSH NUF TOP FIXTURE 5-1/2X 2-3/4'X 0.1• �Ef STEEL CENTER HINGE W/(a)Ala X 5/8'SNS p STEEL PLATE WITH ONE 5/18-18 MS W/NUT OPTIONAL DOOR VIEWER V ° W/( -FASTENED TO END STILE WITH TO REINSTALLED AT - WITHOUT DELRON SLEEVE(STD.) O0 (6)114 X 3/4•SELF DRILLING SCREWS ANY CENTER SALE I p 7-1/2•X S'X.071'GALV.STEEL I 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS ENO ROLLER HINGE II 00 1 CENTER STILES 0 n o W/(6)A14 L 5/8'SMS SEE SCH.'A' (-'A WITHOUT OELRON VE(OP(STD.) F`w p 71'WITH OELRON SIEEYE(OPTIONAL) p - Q n x•x z-1/4•x.D71' LOCK --' VIII I��UT�I���IIy�III VIII VIII IIILIIL-.�II(tI1I�VIII I ° R CALV.STEEL CENTER HINGE lel ILEI ILII NII�LIII SII y ° WI(4 Ala X 5/8'SMS K Z/DOOR WITH )§14 SLEEVE(OPT�NAE)- l 'W X.15 THK.LATCH` _ °ER HINGE LOCK /( 2 SPRING LOADED SLIDE BOLT BOTH$ADAC$ FASTENED W/(4)Ala%1 2'S.M.S. -----5/e'MIN.LOCK ENGAGEMENT -__ V -- Oo ~ WVI�o ` CONFORM$TO SECTION 1008 REGARDING A`A A {jII.j�II`I�I III IIILI'''��I(II'1I Q GARAGE 0000.5 J ``A B 1 LSI n IG�I n I B .158 O5l GALV.AIRCRAFT TWE 0 I I $ c CABLE @ O I SAFETY SLEEVE w W/MIN.5 TO 1 SAFETY FACTOR _ I - - 2-]/41V%5-5/B'H%.OBD• EEP STEEL PLATE,1-3/8'DEEP - _ -WITH (3)Ata z 3/a' .lF p p _ --- — -- __ o SELF DRILLING SCREWS i__ _.__._ - ] h BRACKET'' `BRACKET--'- I '^ Q 4 STD.LIFT DOOR `LAW HEADROOM J I _ Toru/OF OR OPTION -- - Z F vi e tw-r U.BMS AT cONssls of F,1 DooR 7-7/B'X J-1/e'z.010• oPrIONAL VENTS x SCCII0N5 IB'2 SECTIDYS xi' STEEL PLATE (3)5'WIDE AT 7'O.L.PAIL _OPTIdVAt FLUSH FACE I I W O 3 t SECTION 10' J SECIIOHS 21' WITH(4)Al<X J/4'SOS .3)H.5" NGAREA NOT TO IXCEEO 120 50.IN. W000 GRAIN DESIGN L p 4 SECTIONS 21'_..—^ ___- MO(.DOOR WIDTH ___. s SECTIONS S 1B'- CENTER jtL.,CK INSIDE ELEVATION DAB DOORS INC. m a A 4 secnoNs 16'1 SECTox 21' Hurricane Master®Model 824 811 c O-M. 3 SCUMS IS'2 SECTIONS 2P OUTSIDRAISED PANEL EMBOSSED DOOR / r _ 2 SECTIONS IB']SEDIKINS 21' HANDLENDSTILE Mo%.Size t6r-2'X 16'-0'High W-8' 1 SECTION 16• 4 SECTIONS 21' WithW-e'5 SCUMS 71'- 114 X J/4SELF pRIl11NC$CREWS MAY BE USED Y 6 SECTIONS 18'-B'-3' 5 SECRONS 18'1 SECTOR 21' RCNDESDESIGN PRESSURE RATING = + 44.0 PSF 9'-6' 4 SECTIONS IB'2 SECTIONS 21' DNENDULE - 44.0 PSF 114%5/B'SMS THIS PRODUL`T IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTE3 SECTIONS 1B•3 SECTIONS x1'10' 2 SECDDNS 1B'4 SECTIONS 21' xl OCK BAflI. TMS PRODUCT HAS BEEN DESIGNED ANO TESTED ro COMPLY WITH THE 10'-3'1 SECTION 18' S SECTIONS 21' $Q2 RACK REOUIRENENTS OF THE FLORIDA BUTDWG CODE(FBG)FIFTH EDIFION(2011) ii 8 SEcnaNS 2t'- X ON EACH SIDE OF DOOR INCLUDING MGH VELOCITY HIIRRCANE 20NE(HJHZ). o B d 10'-2'6 SECTIONS 18'1 SECTION 21' CENTER STILES SCHCOULE-A' OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETaLs. m$ g g g 11' S SECTIONS IB'2 SECTOxS 21' CFNIER STILES CONf1GURATION ANCHOR EMBEDMENT ro BASE MATERIAL SHALL BE BEYOND WALL Il'-]'4 SECTIONS 1B']SECTIONS 21' T A I��y ��,� See W1DM5 1 OF CENTER STILES ORE SING OR STUCCO. p12'-l* 3 SECTIONS 18'4 SZOOKS 21' LOCK BAR LOCKING SHOWN �l�� 9'-0'TO E.M. 2 A ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED GABON STEEL 2 SCCn0N5 1B'S SEC1wN5 21' ALTERNATE TO 10'-0'TO 11'-10' 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN `o ----- 1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SU BOLT 12'-0'TO 13'-107 ] THESE DETAILS ARE NOT PART° TMS APPROVAL. 0 2 ry=e'o 7 SECTIONS 21'- LOCKS SHOWN ABOVE B'-0'TO W-10' B S=o B SECTIONS IB'2 SECTIONS 21' �( -- 5. A LOAD DURATION INCRF/SE R USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 5 SCUMS I5'3 SELTOHS 21' DOOR WIDTHS 15'-11'TO I6'-2' S DOOR IESTEI IN ACCOTII-CE WITH ME REOUIRCMENR OF%ft 4 SECTIONS 18'4 SECTIONS 21' BUIIDWG CODE,TAS-202,TAS-201TAS-20lFOR NZANO 3 SECTIONS IS'E SECTORS 21' ISI i Imo-I /STILI EB86E 9/Aj�E09 �2 SECTIONS 10'5 SECTIONS 21' �{ ��1 SECTION 16' 7 SCUMS 21' CML 6 SCUM.21'- I 10'-0•ro 11'-10' I 14'-0•TO 15-10` I BCAN 70592 �0 14'-]'6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS ODOR WIDTHS �'�" E' 14'-6'5 SECTIONS 18'4 SCUMS 21' 1'-e•4 SCUMS TV 5 SECTIONS 21' 15' ]SECTIONS 18'6 SECTIONS 21' ® ®III 1I ®®ISI 1s•-3.2 sl'CI NS 1e•7 sEcnoxs 21• ILS--JAI �I 2�I5 �• drawing no Is-s'1 sEcnaH 18' 6 SECTIOxs 21• ►lar+0�d 1r-2'a SE"ONs 21'- �. 1z'-0•ro 1J'-to'_� 15'-t1'TO IW-2' 02-21 1c 6 SECTIONS 1e•4 SEOTIGM 2r ODOR Y4onNs D00a vnpr8s sheet 1 aF 5 _ - 24 GA.STEEL PANEL m�V I FLAPS BENT OVER PANEL Z Q OO I OW?0 m 1/2-PUNCHED HOLESJ i I O 4-O.C. p D r A I V pco A.So9pp p6Q�3 x 2-1/4-x 3/e x z- p a M GAMALV.STEEL F PAN REINFORCING MUSS O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/TWO i LL 2131{ c "4%5/e'S.M.S.AND TO ENO STILE - n W/FOUR[14%J/�SELF DPoWNC S. 1 M F r J/lfi'POP METS ' C O.C.C. (6)FOR 21'STILES (5)FOR 18 STILES m o ENO SOLE .024' PANEL <J OUTSIDE OF 000 LL Z r _ _to toW n ED I 1ST SECTION (8070M1 1NTERMEOIATE SECTION TOP SECTION manm 0 03�� Z n m OPTIONAL STOP MOUWINC $OLID BRASS DOOR VIEWER <n -i BY DOOR INSTALLER a 0�2 STEEL TRACK BRACKET fA57ENE0 BY-SCHIA('E SECURITY HARDWARE' TO WOOD JAMB WITH /14 It 5/8-BMs 3/4-X 2-X 2-1/2-X.049-:TEFL INSTALLED IN 9/16.OlA HOLES IN CENTER STILE 5/1fi'X 1-5/8-LAG SCREW B PER MANGE ENO SDLE,CONNECT TO PANELS W1iH (NLLY THREADED) FLIPS AND(5)OR(6)3/I6-ALUY RIVETS POSITIONED AT EYE LEVEL HEX WASHER HUD TYPE A 1/2-X 1-3/4-X.058-FORMED STEEL SEE CETAIL ABOVE ONE PER BRACKET GLUED t0 PANEL N SECURED TO G G G END sTRE WITH(4)3/16-PGP RUM � ANCHORS AT TRACK BRACI(E1': �y SOUTHERN PINES EDGE .VB-DIA POWER-RDLT BY'POWERS' i 1-7/8-X 2-5/8'%.049'STEEL ---..M..11 gg g i 0.55 S. °' CENTER StILE,GW ED AND RIVETED DISTANCE A)1-MIN.EMBED INTO CONCRETE(3000 PSI MIN.) o F W W W '•'J 2'MIN.EDGE DISTANCE To PANEL W/(a)3/i8-RNETS 3/16' y3 y •1- WN. POP RIVETS1-J/16 SI FFVF AY'MALTA' DIST. I 14 X s/e'S.W5. 4/HINGE I B)1-1/4'MW.EMBED INtO CONCRETE OR FILLED BLOCK .1 F1i,n• 2-1/4-WN.EDGE DISTANCE INTO CONCRETE 1-3/16' I I I 4'MIN.EDGE DISTANCE INTO FILLED BLOCK _ CONCRETE/'F=J000 P:I MIN. ,-4 V C-90 GROUT FILLED BLOCK I'm-2000 P51 MW. _ 1.9'X 2.19-X 3J'X.090' ANCHOR TYPE A OR B STEEL TRACK BRACKETS (1)PER BRACKET SEE SHEET 3 FOR SPACING SEE SHI=3 FOR BRACKET SPACING D,JAVAD AHMAO o 1 CIV. AODIKTREm"F 1 M PE 70592 A115 diiblm yS 1/4-20 SS BOLT CAN. Baa'mv 7-1/2-x.Oso' INTERIOR SIDE 7-1/2-X.071' �NUT A.drl.�tbP(�.90 'g a CALV.STEEL END ROLLER HINGE STEEL TRACK CENTER WNGE 14 GA X 2-1/8-X 1-(STANDARO) 1.82•DIA X.50'STdtEEL ROLLERS(STD.) i g 12 G0.X 3-5/16'x 1-I/2' OPTIONAL) 7/8-PUSNNLR 1.82•DIA.%SD'NYLON ROLLER:(OPTIONAL) ' Q 015 ReJK10�X1 FASTENED TO PUT: INSTALLED ON ROLLER SHAFT 2.75'DU.%.50'STEEL ROLLERS(OPTIONAL) L02-2 W/1/1-20%5/8-TRUSS HD. 2,75.OIA%.50-NYLON ROLLERS(0 TED SLOTTED M.S.k LOCK Nut - SECTION PI-Fl WITH 5-STEM sheet Zoi 5 POP RIVETS 5/16"%1-5/8"LAG SCREWS INTO WOOD OR HORI2.TRACK SUPPORT, 1-1/2'%I/2'K HEIGHTS S UPr ANGLE - - FOR DOOR REIGNS URTO 8 R. � '[ / 2-J/4'%5-1/2'%3'%.104' S/I6'SLEEVE ANCHORS CENTER SUPPORT TRACK ON DOORS WITHOUT INSULATION OR WINDOWS. F,µy,STEEL WITH 1-1/1"EMBED INTO MASONRY E%fiEE01NC 8 FT.IN HEIGHT 2'%2'%I/8'HORR.ANGLE I OP ROLLEfl BRACKET ON EACH SIDE 3 PER BRACKET II A�_ D DOOR HEIGHTS ABGVE 8 R.OR o FASTENED W/(6)/14%5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z SPOT WELDED TO,HO Z.TRACK O 14 C0.CALV.SR:EI ADJUSTABLE WITH TWO WELDS AT I-1/27 MART SLOE FASTENED TO BRACKET 2-1/2'X 4-1/4'%1]G0.STEEL PLATES A FIRST AT]'O.C.,REST AT 9"O.C. H W/5/16-18%3/4'HER HEAD - - WELJ)ED TO 1-1/2-%1-1/2'%14 G0.ANGLE -- C n=DT.TO FUG BRACKET ANGLE u M.SCREWS h H.S. FYSIENED TO TRACH - -- W/3/6-15 K J/4"BOLT WITH(4)1/4-20 SS.BOLT h NUTS -- HORIZ.TRACK LENGTH-OPENING HEIGHT PLUS 12" AN TO SPRING SHAFT GUIDE WITH TOP BRACKET - - (2)1/4-20 X 5/8'BOLT k NUT (STANDARD) TOP BRACKET - 8 w OPR%. LOW MLWfl00N OOOP M 1 14 CA CALV,$iEEL TRACK 0In Ii/RRONTAL REINFORCEMENT 1/2'%1-3/4"%.058"FORKED STEEL VERTICAL TALK 0 4 GLUED TO PAEL AND FASTENED TO 3-1/8'%1'%.OBD' Q d r K (2)3/1 sPOP WITH - SECTION A-A m Z"%5-1/2'%.104' (2)S/1 B'POP RNER GPIV.STEEL Q 3 FASTENED W/T4)P 14%5/6'S.M.S. TO ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION .SECTION HEIGHTS BRACKET PLACEMENTS J On HON20NTAL REINFORCEMENTSS-FO DOOR Q w el E 1/2'%1-3/4'%ASB'FORMED STEEL NEIGH IST 2ND]flD 4TH S1H BI B2 BJ 84 BS B6 B7 BB GLUED TO PANEL AND FASTENED TO _ yEMICAL STILES WIM -� 6•-0" IB"1B"1B'IB'N/A 1"TO Y I1-J/4' 23' 74' 45" 56' 67' (2)3/16'POP RNETS 6'-6" 21 18'18 21'N/A 1'TO 2'11-3 /4- 23' 34' 45' - 5/16'MEETING RIB 21'21'21'21'N/A I'TO 2'11-3/4" 2]' 34' 45" _ PLASftC/STEEL ROLLERS 7•-6" IB'18'18'IB'IB"1'TO 2'111-3/4 2J" 34' 45' O 1.82'C/SDIAL%.50' B'-0" 21'IB'18-118-121-1"TO 2'11-J/4' 21" 34' /W/.44 DIA%4-1/4'STEM i p --SECTIO NS ARE NUMBERED STARTING AT THE BOTTOM c OPTIONAL INSULATIONS, FOR DOORS MORE THAN 8 FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. <J Ett'DYPLAci pR00L T5 11(" - 4 FPS-EXPANDED POLYSTYRENE U 2 DENSITYT,1.05 PCF 1.9'%2.19'%].]'X.090' Z r N n ICOR.#11-0926.0) STEEL TRALK BRACKETS — Z u Oft 2-J/I6'F6GH '9 y m 0 I MO-25 POLY-ISCCYANURATE CONNECTED TO TRACH WITH - DENSITY-2.0 PCF )1/4'BOLTS h NUTS. LL O - NAA.B1I-0926.06 OR O apaFRIIC. DENSITY-1.03 PLF / Q m J N.DA d10-1129.04 0-t r OR / RY SIYVI PORN AIN DENSf1Y-0.92 PCF � KOA 814-0311.OB / O' 14 OA OALV.STEEL -� O ROLLER HINGES FASTENED W/(6)!14%5/0'SMS 2 MIN..024'ROLL FORMED STEEL PANEL DRAWING DUALRY G-40 MIH.YIELD STRENGTH-39 KSI w < a _----WITH PRIMER AND BANEO-ON POLYSTER PAINTED TOP COAs TRACK CONFlGl1RATI0N z APPLIED TO BOTH SIDES OF STEEL i _°a�ad3 VERTICAL LIFT HIGH IIFfIIFf STANDARD LIFT LOW HEADROOM w DOUBLE TRACK 12 GA CALM STEEL BOTTOM BRACKET F0.5TENEO AVAIL ARI F TRACK OPTIONS W/N)8 14%5/B'SMS c Enqr.2AVA0 AHMAD tlAL PRODUCT 11Eth1YFD 3 FLl PE >D693 ��p)L7�V PfgTieA. $' 3 LAN. ]6 glelalllt(bA1 �. S �' O BORONDPTIONS Aamp�4Fb -0 E� A �SEE SHEET ETT 5 R drawing o SECTION A-O 02-2� SEE SHEET 2 FOR UY OF REINFORCING TRUSSES Sheet30( $� 3 4' RpNmflCENFM IN. I/2'x 1-3/4'X.055' {�V OGE 1-1/2'MM. FORMED STEEL _ wFl DST. de x I• o w o $ m SELF oPo %c SCREWS /B x t' OR SELF oSc SCREWS Z E DST. 9 0 ]/1 LTI RIP STEEL RHEAD OR G MOLTGRIP W/DOME 4HEAD 6.T I6''RNF3C STEEL RIVETS AT 48'O.C. VLTICPoP W/DOME HEAD f' \ RBNFORCEMENT 48r1/Z'X 1-3/4'XO a 2BY 1/4'DIA.VG SCREWS 2BY 1/4'DIA lAG SCREWS FORMED STEEL W000 BU AT 6'FRDA ENDS WOOD 0 ' AT B'FNOM ENDS O O 1 i AND 15'O.C. AND 15'O.C.6U%. V nN 0 I I WSTRIPUAWPTEu _ SLP ADAPTER O Q Q g 0 W, RUBBER WSTRIPPING RUBBER W'STRIPPINC a 3 LL m aso4 K.—° zL --F4 700 4 4Bg� I I I f _t `. BOTTOM SEAL OPTIONS 'y OPTION 'A' OPTION'R' cis m WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GIFAVIIY SG=0.55 MIN.) n THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATFACHMENT TO W000 51RUCFURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN G 4 WILL BE REQUIRED FOR DESIGN OF GARAGE ODOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING — w u ANCHORS STRUCTURE ENBED SPACING EDGE DIST. N rn 3 8 NLC SLEEVE BY HILTI CONIC. 1-I 4 8' 2' J B CONFLIX BY'ELCO FILLED BLOCK 3-3 4' J e'pYNABOLT BY'ffW' CONIC. 1-1 2 B' 2-1 2 o O Z STEEL STRUCTURE BY OTHERS }B POWER-BOLT BY POWERS' CONIC. 2' B' O SQ 5/16'X 1-5/8' BMUST Y OOORPSYSDNHE LOADS IMPOSED }B SLEEVE-ALL BY SVAPSONS CONIC. 1-1 2' B' 3' ¢ m J OR LAC SCREWS Q N g AT 12'O.C. - CONCRETE I'e 3000 PS YIN. C-90 GROUT FILLED BLOCK I'm=2000 PSI IN. d' O r5/16•AS BOLTS W000 BUCK CONNECTION TO MASONRY �.°.' AATTI12 O.C.NAX EDGE om. PRESSURE TREATED 2XB SYP WOOD JAMBS WHICH SHALL BE ANCHOREO TO ILII 5 GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH j 1/4'ULTRACON BY'ELCO'WITH SPACING OF 12'O.C.INTO GROUT FRIM BLOCK WALL,WITH 2-1/4'MIN.IIIBEp b 1J'O.C.IN70 J000 P51 CONCPEIE,WITH 1-3/4'MIN.USED 1-1/'%2-1/2'%14 G I o z B y 2-1/2'MIN.EDGE OISTPNCE 11_1/p• 1-1/2' CONI.STEEL ANGLE 1/4'TAPPEF BY'POWEF6'LATIN SPACING OF 12 GA GALV.STEEL S 11.O.C.INTO GROUT FRJUDD MOM WALL,WITH 1-1/2'MIN.USED —MT BRACKETS E3'LONG 2-1/8'%1'%I4 GA -€ 3 s 8 13'O.C.INTO 3000 PSI CONCRETE WITH 1-3/4'M14.2 IN,EMBED 1/16'X 2-1/2 AT 12'O.C.IN DOOR OPNG. GPLV.STEEL TPACK 3'MIN.EDGE DISTANCE FTLLU WELDS AT 1B'O.C.ABOVE DOOR OPNG. FASTENED TO TPACK PLATES ]/B' CON RE%BY'ELCO'OR AT 12.O.C.MAX, CONNECTED TO CONT.ANGLE W/LT1 1I4-2OY3/B'TRU55 D. h;dmw7i,g J/BLDT BY'ITW WITH SPACING OF W/(3)SPOT WELDS AT FACH SIDE5 M.S.L:EDGARNUT - ]'O.C.INTO3000PSLCONCRETE,WITH2-I/2'YD.EMBED gJ'MIN.EDGE DISTANCE LONTN ID IS AN TRACK F�F TRACK '�J/8'NLCSLEEVE BY'HRR'WITH SPACING OF TO STEFlllm BLOCK10'OC.INFO GROUT FILLED BLOCK WAL4WDH 1-1/4' .EMBED.4'MIN.EDGE DST. IS'O.CINFO3000PSICONCRETEWITH1-I/4'MIN.EMBED ANDALTERNATE TRGK INSTALLATION2-1/2'MIN,EDGE DISTANCE PR PARATION OF JAMBS BY OTH Rc uo=+I,VLLAHMAo �POIN.T��,� ml FOR NEW CONSfRVCDONENGINEER OF RECORD OR ARCHDECT TO VEWFY FlLAN.PE 75]B G2 �C"&AOEpLNCY OiSWPORIING SRtI1CNRE 70 SUPPORT LOADS IMPOSEDA4ap—NOBY DOOR SYSTEM. �FOR ODOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,ODOR INSTALLATON MAY BE RENEWED AND APPROVED BY �Y�C(O"P BUILDING OFFIC41 UPON INSPECTION. 2,15 �ONA(��YpXIMUM EXTERKIR(4)IDAD PER JAYS (18.18'%62 PSF)/2 291 Lbe parL 'J MUM INTERIOR(-)LOAD PER JAMB (16.16'%44 PSF)/2-355.5 Lb.per Fl. 5 *PLASTIC COMPLIES WITH DDDR vCHAPTER 26 OF (42 LY r 2t cA(u2,)S110. N. SEE EVIDENCE PAGE 4 1.765 LRs Q 7/16'DU.WASHER ua zo tl C Bfi%D/4'SMS 21 3/4. I V O 3/6'M.ENDS M� .,]6 F� {�--.fiat OA AND 7'D.C.HAIL WOW.MOTH o I,a C ' *EXTERIOR FRAME * INTERIOR FRAME C 0 a e IL i IB R Cfi- RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q ;6 (4)Ba x /4•sus d 0 1-3/8'FROM ENDS 3 D.LO. N f I AND 8-1/2'O.C.IIA)L Z . _e 1111 A i• r� I lu%.D62 DEEP ,III GROOVE y m 1 1 i /4'PDLYGADDW1iE LFAAN A_ S .S 1 1/•SODIC INNDYATNE PLASTICS' Ni I NOA B10-071].01 � � YI^ Q J da- LL K m Nl 176%.062 DEEP III GROOVE III - (q Bfi X.3/4-sus INSIDE ELEVATION li II 0 1-O/6' tei FROu ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND 6-1/z'D.C. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ' Is x 3 /4•FROsus C i 1 0 1/6• M ENDS .175 x.062 DEEP �I AND 4-1/2'D.D.IIA%, GROOVE _ u Bfix O/4'SMs �'•� :V'_54= 0 D/e•FR011 ENDS ---- - AND 7•o.a uAx. - -------- r Ensrt JAWD ANYAO PRODIICt RENEWED � ]/I6'Ok WASHER FEML M.S 2 ONYdkro�.610�,t11eW cw.x.B.TSJe AomWs4 WLS-0'�74,0/ g E` DOOR PANEL EXTERIOR 24 G0.(.024)STEEL N. ODOR PANEL 15/16'MIN. OL OPG. �5 drawing no 24 GA.(.024)STEEL YIN. CU21NG filiE WINDOW WIDTH sheet$of 5