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HomeMy WebLinkAboutProduct Approval RECE0,1T:_ MIAM I•DADE 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.minmidsq&1ov/eeonomy 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 andaccepted 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 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.Utrera,P.E. NOA No. 15-0304.01 MIAMI•DADECOU1V7 Y Expiration Date: July 21,2020 i� Approval Date:April 23,2015 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. 13. TESTS "Submitted under NOA #11-041412" 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-I1-3204,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#OS-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. �r64n14/20)5 Carlos M.Utrers,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.) "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,RE. "Submitter)under NPA#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. S. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their Expanded Polystyrene BIock 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 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 04-1251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"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#14-081410" 1. Statement letter of code conformance to the 51'edition(2014))<BC 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 2-11/4"X 18 GA. PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" �tl o GALV. STEEL CENTER HINGE rl - STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER Wf (4}X74 X 5j8"SMS i ```� '-FASTENED TO END STILE WITH TO 8E INSTALLED A7 WITHOUT 14 X SLEEVE(STD.) 0O 1 (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE p 7-1j2"X 3"X.071"GALV.STEEL ENt SEE SHEET 3 FOR TOP BRACKET OPTIONS Z inqn1 N D ROLLER HINGE 00 CENTER STILES A 0 W I IN W/(6) ((14 X 5/8"SMS J SEE SCH. rt g WITHOUT DELRON SLEEVE(STD,) r -- <2 WITH DELRON SLEEVE (OPTIONAL) 0 7-1/2"X 2-1/4"X ,077" LOCK `♦♦ ---- GALV. STEEL CENTER HINGE `� I WIT(4){(14 x 5/8"sMs _ 2f DOOR � � L " I O 8WITH DELRON SLEEVE (OPTJ ONALr ♦♦ a reSTTAN�.A�,'� .\ 1J J- .. +r __ _ CY 0i"W X.15 THK. LATCH♦` -- - 0CENTER HINGE LOCK ( mOOADED SLIDE BOLT(BOTH SID�S� •. '_- ____- 1 ----- .. rK z o RrNEW/(4) #14 X 1/2"S.M.S- ♦ � � � 1 _ ti __ _ 0 t2.o � MIN.LOCK ENGAGEMENT '♦ L - - -' - _ +}-"` -' i -- -- J 1 = _ (L CONFORMS TO SECTION 1008 REGARDING t + _ �— -. - GARAGE DOORS r- -__..__ IC ( 02 o o Q mN G d .156 OW. GALV.AIRCRAFT TYPE ° _ +1 6 ABLE&NICO-PRESS SLEEVE,rr. `\` r J 6 `♦ B _ r1 o W�MIN. 5 TO t SAFETY FACTOR i `` r �1 r _—.-..�____- _ —...- - ��_ �j I W o lp � ` _ — --- �--•" "."rte'^ �—. �-".--�_"_'� w 2-3j4'1Y X S-5/8"H X.090"THK.i rrT rr -`- --• —=R„t_ _ =�”" =` -' — 000 STEEL PLATE, 1-3/8"DEEP t I r 1 WITH (3)#14 X 3/4" ♦U O � O r S -• ,i!--^J -""-"` V 1 V� _ t � aj SELF DRILLING SCREWS BRACKET `BRACKET STD.STD. LIFT DOOR LOW HEADROOM Z F vi DOOR OPTION ^- w e TOTAL 9 OF DOOR 'U'BARS AT — -- (/)rn O 1 HEIGHT SCONSISTS 18'1is OF EACH DDDR STEEL X 3-1f8"X.010" (3) 5"W VENTS _X. I o d `o SIGH6`62 SECTIONS NSI 2 SECTIONS_ 21 STEEL PLATE OP 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE t p 3 LO N 8'-s' 1 SEcnoN 1e' 3 SECTIONS 21' WITH (4)X14 X 3/4"505 OPNG.AREA NOT TO EXCEED i20 SO.lN. MAX.DOOR WIDT71 WOOD GRAIN DESIGN L_�A O Z T 4 SECTIONS 21"- 16'-2" O M T-Y - - DAH DOORS INC, m rn J.. SECTIONS te'- CENTER STILE INSIDE ELEVATION ® a N? 7'-9" 4 SECTIONS WIT SECTION 21' HUrriCOne Masker Model 624jB 11 N �S OUTSIDE RAISED PANEL EMBOSSED DOOR Mox. Size 16'-2" X 16'-O" High a' 3 SECTIONS ts'2 SECTIONS 27 HANDLErl ENO STILE B'-3" 2 SECTIONS 16"3 SECTIONS 21' _ Wilh Window Like OpliOn -� 8'-6" 7 SECTION 18' 4 SECTIONS 21' 14 X 3j4"SELF DRILLING SCREWS MAY BE USED B'-9' S sECTI0N6 21'- N LIEU OF X14 X 5/8"SMS _�] DESIGN PRESSURE RATING = + 36.0 PSF 9' 8 SECTIONS 10"- R GUSDES 9' 3' S SECTIONS 18't SEGRON 21" D ON END STILE - 44.0 P$F N 9'-6' 4 SECTIONS 1e'2 SECTIONS 21' #14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACTGENERAL NOTES 8'-8' 3 S£CT70N5 le'3 SECTIONS 21'10' 2 SECTIONS 18"4 SECTIONS 21' I(! u OCK BAR 1. THIS PRODUCT NAS BEEN DESIGNED ANp TESTED TO COMPLY WITH THE 2V-3' 1 SECTION 18' S SECTIONS 2i' R RACK- REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014) ' 10'-6' 6 SECTIONS 21"- 2S ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). gg J 10'-9' B SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' OUTSIDE K EKY Q F.O(,K CENTER STILES CONFIGURATION 2 ANCHORS SHAW DE AS LISTED, SPACED AS SHOWN 6N DETAILS. x x z WjEr11'ONS TIONS 18'2 SECTIONS 21" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL TIONS 18'3 SEC710N5 21" PT DOOR WIDTHS #OF CENTER-STILES- DRESSING OR STUCCO.TIONS 18'4 SECTIONS 21' b LOCK BAR LOCKING SHOWN ® ®® 6'-0"TO 9'-f0' 2 3, AtL BOLTS,NU75 AND WASHERS SHALL DE ZINC PLATED CARBON 5T£Elc m r STIONS 18'5 SEC71ONs 21' ALTERNATE TO 10'-0'TO I V-10' P 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN INooCTIONS t8'5SECTIO21' - SPRING LOADED SLIDE SOLT 12'-0'TO 13'-t0' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.CTONS 21"- LOCKS SHOWN ABOVE I g'-p"TO 9'-10" 1a'-D'TO is'-10' _ a — 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. y 12'-6' 6 SECTIONS 18'2 SECTIONS 21' '"' 15'-tt'70 16'-2" �5 DOOR WIDTHS DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA WNS 5 SECTIONS 78'3 SECTIONS 21' 4 SECTIONS 1B'4 SECTIONS 21' -x, BUILDING CObE,TAS-202,TAS-201 k TAS-203 FOR HVHZ ANO , 3 SECTIO 78'S SECTIONS 21' ® ®•®LII pi 111 Ilt Itt IIT III fII III III Try tI, +STM Et886-OSIASTM Ei996-09. o a 2 SECTIONS 18'6 SECTIONS 21" ISS ' '� 'I0 �1 I �I I '� Engr:JAVAD AHMAO 1 SECTION 19' 7 SECTIONS 2Y CMLAt0[R747RfiNHWFDFIA.PE 70592a SECTIONS z1'- 10'-0"TO 11-10" 14'-0"TO 15'-t0' CA.N.6 SECU S t8'3 S£CTfONS 21' DOOR WIDTHS DOOR W10TH5 "A 1�INa 15 ,p( i S SECTIONS 18'4 SECTIONS 2I'4 SECTIONS 18'5 SECTIONS 21"3 SECTIONS IB"6 SECTIONS 21' tttI'I7 IIIJN Byowirlgno.2 SECTIONS IB"7 SECTIONS 21' PtDKileluf (r-}1r�77 �-7" t SECTION 18" 5 SECT70N5 2t' ( VG-2� IS'-9' 9 SECTIONS 21'- Ig 12'-0"TO 13'-10'_—� I 15'-11"TO 16'-2" DOOR WIDTHS DOOR WIDTHS --_� a6' 6 SECOONS 18"4 SECTIONS 21" Sheek T o7 5 24 GA.STEEL PANEL- ' LU o N - 0FLAPS BENT OVER PANEL W N � N N O ?�1 0 l IL 1/2•• PUNCHED HOLES-/I x 04"O.C. QU a V O m a 0a a - ----y-- I p p 055•X 2-1/4"X 3/4"X 2" N O N GALV.STEEL U.BAR REINFORCING TRUSS I Q�i 3 fi ®BOTTON OF PANEL TRUSS FASTENED TO I LL Z_N-n VERTICAL INTERMECIATE STILES W/TWO #14 X 5/8"S.M.S.AND TO END STILE "'I z fV ul W/FOUR)(14%3/4'•SELF DRILLING S. N Q W`T L R� I c —T 0 U N z I S 3/16" POP RIVETS o LL AT 4"O.C. I% PD�K _ (6) FOR 21"STILES (5) FOR 18"STILES .024"STL PANEL �END STILE OUTSIDE OF DOOR I1ST SECTION (@QTTOM) INTERMEDIATE SECTION TOP SECTION t7OPTIONAL STOP MOULDING SOLID BRASS DOOR VIEWER BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' TO WOOD JAMB WITH ® tax 5/8"SMS 3/4"x 2"X 2-1/2"X .049•STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 5/16"X O WOO 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 RIVETS HEX WASHER HEAD TYPE A 1/2"x 1-3/4"x .058"FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET• C=I N o n END STILE WITH (4)3/16'POP RIVETS .310'O 4 POWER-BOLT BY'POWERS'EDGE y y y SOUTHERN PINE ., 1-7/8"X 2-5/8"%.049•STEEL DISTANCE A) 2"MIN.EMBED INTO CONCRETE(J000 PSI MIN.) o 0.55 S. •�•a� CENTER STILE,GLUED AND RIVETED 2" MIN.EDGE DISTANCE w TO PANEL W/(4)3/16"RIVETS 3/16• u V u "1- MIN. R HILTV 14%5/B"S.M.S. POP RIVETS ••.• bj1-3/16 't/8'DIA HLO BED 11 B1''ONC DIST. I 4/HINGE 1 t..n• I.. B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE I I 4" MIN.EDGE DISTANCE INTO FILLED BLOCK 1-3/16• CONCRETE f'c = 3000 PSI MIN. a v n= a C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. ra-n 1.9"x 2.19"x 3.3"x.090' ANCHOR TYPE A OR B o© STEEL TRACK BRACKETS I I I I I SE PER BRACKET SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING n 0 Engr.JAVAD AHMAD 1ROWCrItENEWF� ' I I 1 FLA.PEM 70592 a wmoyhlp MM dig FWAs I 1 CA.N. 38 "Wfi/ o a 7-1 2"X .050" 7-1/2"X .071" 1/4-20 55 BOLT Aoo�pL�p No� o" / IN SIDE NUT Bxphriaa GALV.STEEL END ROLLER HINGE O STEEL TRACK CENTER HINGE 1.02"DIA.X.50"STEEL ROLLERS(STD.) BY drawing no. 14 GA.X 2-1/B'% 1"(STANDARD) M ��5 IM-c-" 12 CA. X 3-5/16"X 1-1/2"(OPTIONAL) 7/B••PUSHNUT I.B2" DIA. X .50"NYLON ROLLERS (OPTIONAL 02- FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL— C, W/ 1/4.20 X 5/8"TRUSS HD. 2.75"DIA. X .50" NYLON ROLLERS (OPTIONAL) sheet 2 of J SLOTTED M.S.8,LOCK NUT SECTION B-B WITH 5" STEM RIVETS X 1/2"X 1/8"HORIZ.ANGLE POP Rf 1 ! 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT. FOR DOOR HEIGHTS UPTO 8 Fr. v / - 5/16"SLEEVE ANCHORS CENTER SUPPORT RE00. ON DOORS WITHOUT INSULATION OR WINDOWS. e/// 2-J/4'X 5-1/2'%3"%.104" WITH 1-1/4"EMBED INTO MASONRY E%�EEDINC 8 FT- IN HEIGHT 2'X 2"X I/B'HORIZ.ANGLE N E�lGALV.STEEL FOR DOOR HEIGHTS ABOVE B F7.OR OP ROLLER BRACKET ON EACH 510E 3 PER BRACKET H A 1 DOORS WITH INSULATION OR WINDOWS Z n w FASTENED W/(6) 8 14 X 5/8"S.M.S. SPOT WELDED TO HORIZ.TRACK 14 CA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2°APART c7 2-1/2"X 4-1/4°% 13 GA.STEEL PLATES FIRST AT 3"D.C., REST AT 9"O.C, F SLIDE FASTENED TO BRACKET A J P N co WELDED TO 1-1/2"% 1-1/2"X 14 CA ANGLE -- CONNECTED TO FLAG BRACKET ANGLE W/5/Ic-18% 3/4"HEX HEAD - FASTENED TO TRACK - -- O o M.SCREWS&NUTS. W/3/B-16%J/4'BOLT At NUT WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH 0 TOP BRACKET -f- (2) 1/4-20 X 5/0"BOLT&NUT IL (STANDARD) TOP BRACKET / �' ♦ 13 (OPTIONAL)-/ r LOW HEADROOM DOOR 'Z 14 CA GAIV.STEEL TRACK 17 W M o HORIZONTAL REINFORCEMENT VERTICAL TRACK C fL Q Q ' 1/2"-X 1-3/4•X.058•FORMED STEEL 2-1/8"X 1"X.080" 03 t- VEUE RT TOSPANEL TILES WIAND FASTENED TO _ 1 SECTION A-A � (z)J/16'POP RIVETS z'x s-1/z"x .too• Q 3 GALV.STEEL LLWqqol FASTENED W/(4)8 14 X 5/8"S.M.S.TOP ROLLER BRACKET FOR HORIZONTAL REINFORCEMENT LOWHEADROOM DOOR OPTION DOOR SECTION HEIGHTSORACKET PLACEMEMS1/2"X 1-3/4"%.058•FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 B3 84 BS B6 B7 BB GLUED TO PANEL AND FASTENED TO - �- —� VERTICAL STILES WITH - 6'-0" 10"1B" 18" 18 N/A 1'TO 2"11-3/4" 23" 34" 45" 56" 67" o -/(2)3/16"POP RIVETS 6'-6 21" 1B" 18°21"N/A 1_TO 2"11-3/4" 23" 34" 45" 56" 67 - - 5/16"MEETING RIB 7'-0" 21 21"Ti"21"N/A 1"TO 2"11-3/4" 23' 34 45 56 67" 7'-6" 1B"18" 1 8" 1B" 18"1"TO 2"11-3/4'• 23" 34" h5" 56" 67" 70 _ PLASTIC/STEEL ROLLERS 8'-0" 21.18" 1B" 18" 21"1"TO 2"11-3/4` 23' 34"-- 45 56 67 78-1/4" 1.82° DIA X.50" u --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM ® �W/.44 DIA. X 4-1/4"STEM =w �= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. N Lil OPTIONAL INSULATIONS: Z m >¢ BY'DYPLAST PRODUCTS LLC' Z o EPS-EXPANDED POLYSTYRENE o o m 1.9"X 2.19"X 3.3'X .090° / Z y e DENSITY- 1.05 PCF - W e N.OA. 811-0926.07 STEEL TRACK BRACKETS00 n 2-3/16"HIGH / V)01 a I 50-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WffH o Q N DENSITY 2.0 PCF ) 1/4"BOLTS&NUTS. / _ O < ,n —N.OA.811-0926.06 '° - � o Z= o OR m U] BY'CELLOFOAM NORTH AMERICA' / d Do J DENSITY= 1.03 PCF / c� Q N Q J N.O.A.810-1129.04 m % N !]^= r OR / BY'INSULFOAM LLC' O DENSITY=0.92 PCF m / N.OA 814-0311.08 / w m �s 14 GA GALV.STEEL w ROLLER HINGES FASTENED W/(6) 8 14 X 5/8"SMS m MIN. .024'ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 c a s MIN.YIELD STRENGTH= 39 KSI -- -----"---WITH PRIMER AND BAKED-ON ami z b z m POLYSTER PAINTED TOP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL d ta 6 N C N VERTICAL LIFT HIGH Ll II STANDARD LIFT LOW HEADROOo 0 DOUBLE TRACK O 12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS BOTTOM BRACKET FASTENED J W/(4) 8 14%5/8'SMSI Engr:JAM AHMAD c CIv1L PRODUCT RENEWED I FLA PE 70592 r comoyby with Om 8 I n C.A.N. 38 BWmbv D& c n O BOTTOM SEAL OPTIONS Aoaept m No S-0 O SEE SHEET 5 c R M ���� drawing no. SECTION A-A 02-21 SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES sheet 3 of $ - REINFORCEMENT m 3 4" 1/2'X 1-3/4'X.058" IN. FORMED STEEL �{ M DGE X 1" - •s N DIST. SELF DRILUNC sacR OR �— NB X 1 0 r z 1-1/2" MIN. ( SELF DRILLING SCREWS a OR p • 3/16"'RIVEX'STEEL RIVETS 3/16"'RNE%'STEEL RIVETS FF N I CE 01ST. qqq I e1 MULTIGRIP W/DOME HEAD I--yl � o oULTiGRCP Wf DOME HEAD AT 48"D.C.C �+[F i r REINFORCEMENT AT 4B'O.C. a s W m 1/2"X 1-3J4"x.058" � O FORMED STEEL + + 0 - i j4"DIA.LAC SCREWS t J4'DIA.CAG SCREWS 2BY '--AT B.FROM ENDS 28Y �-AT 6'FROM ENDS WOOD BU I i AND 15'O.C.MAX. WOOD BU K I AND 15"O.C.MAX- AND 1 m Q c W"STRIP ADAPTER W'STRIP ADAPTER a C 7 Q W ' ALUMINUM STEEL Q IL AT RUBBER W'STRIPPINC RUBBER W'STRIPPING N ¢W LL U"zm_° 050 --F T— 046 r " �� S34 700 Z g J •t-- 348 �w f 1.750—moi 7.740---+i o �pTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' °0 WOOD RU K CONNECTION TO WOOD SURSTRATF (WOOD SPECIFIC GRAVITY SG-0.55 MIN,) � MT V THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN w WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. _ y I--U7 m FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING m VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. - ANCHORS STRUCTURE EMOED SPACING EDGE DIST. �}, CO W 38 HLC SLEEVE BY HILTI CONC. t-1 4 B 2" 3/8"CONFLEX BY'ELCO FILLED BLOCK 2" 8' 3-3 4" O 3� y 3 8'DYNABOLT BY ITW' CONC. 1-1 2 8" 2-1 2" O Z » STEEL STRUCTURE BY OTHERS 3 8-POWER-BOLI BY POWERS' CONC_ 2" 8' 2' o� v 5/16"X 1-5/B" •MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY'SIMPSONS' CONC._ 1-1 2" B" 3' co rn V BY DOOR SYSTEM d N CONCRETE t'c=3000 PSI MIN, La 2i C-90 GROUT FILLED BLOCK Ym-2000 PSI MIN. 5416"DIA.BOLTS WITH WASHER&NUT WOOD BUCK CONNECTION TO MASONRY AT t2"D.C.MAX EDGE DIST. S PRESSURE TREATED 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TOGROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH ) - N 1/4"ULTRACON BY"ELCO'WITH SPACING OF A ,d �12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1 4'MIN.EMBED - 13"O.C.INTO 3000 PS(CONCRETE,WITH i-3/4"MIN.EM8E0 i-t J4'X 2-1j2"X 14 GA _._ i 12-1/2" MIN, EDGE DISTANCE ° 1-1/2' `- •CONY.STEEL ANGLE -- Fj 1/4"TAPPER BY'POWERS'WITH SPACING OF _12 GA.GALV.STEEL z 11"O.C.INTO GROUT OILED BLOCK WALL,WITH 1-I 2'MIN. EMBED FIAT BRACKETS t3"LONG 2-1 8"% I"X 14 GA. 13"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'"MIN.EMBED tjt 6"X 2-ij2 AT/2"O.G.IN DOOR OPNG. FASTENED STEEL TRACK 3"MIN. EDGE DISTANCE FILLET WELDS- AT 18"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES AT 12"O.C.MAX. CONNECTED t4 CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS HO. r Y 3j8"CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SLOE SLOTTED M.S.&LOCK NUT c v w 3/8"LOT BY'ITW'WITH SPACING OF 23"O.C.INTO 300D PSI CONCRETE,WITH 2-1/2"MIN.EMBED CONITI�Unus ANGLE TRACK ^o$•' "c) 3"MIN.EDGE DISTANCE CONTINUOUS ANCLE_TRaCK RT TRACK TO CONCRETE AND Ffi ED BLOCK TO WOOD BUCK �_---- 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF 10"O.C.INTO GROUT FILLED BLOCK WALL WITH 1-1/4'MIN.EMBED,4"MIN.EDGE 01ST. 15"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND AITPRNATF TRACK INSTALLATION o 2-1/2"MIN.EDGE DISTANCE Engr.JAVAD AHMAD FNDDUCT RENEWEDCIVIL j PREPARATION OF JAMBS BY OTHERS FLA,PE#p 70592 •o=41ytr4+ftLh6F1mi4s G.A.N.b538 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY 811Iidhe Gbh o 3 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED �,7T' a n �s BY DOOR SYSTEM. t--� FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF 8T' lYn8�t4 C4M drawing no. RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED 8Y p C �7 BUILDING OFFICIAL UPON INSPECTION. 2U�J Q2-'L I MAXIMUM EXTERIOR(+)LOAD PER JAMB = (16.16'X 62 PSF)/2= 291 Lbs per FI. sheet 4of MAXIMUM INTERIOR(-)LOAD PER JAMB =(16.16' X 44 PSF)/2 3555 lbs per FL. * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC 24 GA.GAPAN.(.024)STEEL MIN. SEE EVIDENCE PAGE Z w 0 1.765 1.725 Q N ao of 7/16-DIA.WASHER 1.144 a u L. � rl as LL, !i 0 tt #8 X 3/4'SMS 21M /4" .176 .000 a o w Q S C' , I ; 0 3/8"FROM ENDS O Q wow,WIDTH m A 1 I y AND 7"O.C.MAX 0 dl OD M q * EXTERIOR FRAME � INTERIOR FRAME a��o $dN r 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJEC71ON 'III r C (4)9e x 3/4 SMS r = " d MA%. Z ui_o 0 1-3/0'FROM ENDS \ D.L.Q. ma__ i AND 6-1/2'O.C.MAX. Y o m ..11 Q Mry Q d Z�/� w 175% .062 DEEP �-:�:- ,II! GROOVE r} ���- � iIt: ['1- - - t 1 co IIII .. .. .. ,III 1/4"POLYCARBONATE LEXAN !• p �• �• ;r Lin n 8Y'SABICI VATNE PLASTICS'NOA N13-0717717Ai :I w a �c o:2i IIII � � •, .i 03�J f 175 X.062 DEEP El ED ! GROOVE ggg n$n F 'It I ° ¢ (4) #8 X 3/4"SMS ,INSIDE ELEVATION . 0 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS d o LTi o o li, I AND 6-1/2'O.C.MO. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION x z a z #8 X 3/4"SMS O nOn r Iil +. 7 93/B"FROM ENDS 175 X.062 DEEP c L1 tr I r AND 4-1/2"O.C•MAX. GROOVE o o»ry ,#8 X 3/4"SMS 6 1/1'.FROM ENDS - ! AND 7 O.C.MAX. r.--1 -- y n En4r.JAVAO AHMAD PROWG'F AS14EV11:G o _ CML FIA.PE 705 2 7/16"OIL WASHER \� a - - - CAN.11 70 Dulldi rfoe Pbr!. v c n V ODOR PANEL 24 GL(.024}STEEL MIN. EXTERIOR r C � PteMetClffC� ---------- PANEL �g �p 24GA. 024)STEEL MIN. GLAZING SITE D.L.OPG. }5 Q2-21 WINDOW WIDTH she-1501 5 It • J -