Loading...
HomeMy WebLinkAboutProduct Approval FILE COPY MIAMI. R E C F I V E-D JAN 10 17517 MIAMI-DADE COUNTY NOT M. 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 98"Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,44.0 PSF) APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with 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•DADE COUNTY Expiration Date:July 21,2020 �FINMOTIVJ ?S Approval Date:April 23,2015 + j� Page 1 10,1116,2 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 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-114100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Submitted tinder 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 tinder 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. ts4 ref�1 S 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.) "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 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc 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-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'h edition(2014)FBC and no financial interest issued by A]-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahinad,P.E. �641- o 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 NUT TOP FIXTURE 5-1/2' X 2-3/4"X 0.1" GALV. STEEL CENTER HINGE � el �v STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER W/ (4) 014 X 5/8"SMS i vv -FASTENED TO END STILE WITH TO BE INSTALLED AT O WITHOUT DELRON SLEEVE(STD.) (6) 014 X 3/4"SELF DRILLING SCREWS ANY CENTER STILEo 0 7-1/2"X 3"X .071"GALV. STEEL I TIO I SEE SHEET 3 FOR TOP BRACKET OPTIONS m J� END ROLLER HINGE 00 I CENTER STILES Z F v dl/ W/(6) #14 X 5/8°SMS r SEE SCH• 'A' F_ A Q Z WITHOUT DELRON SLEEVE (STD.) r F w WITH OELRON SLEEVE(OPTIONAL) 7-1/2"X 2-I 4"X.071" - \\ --- ... - o LOCK 0 GALV. STEEL CENTER HINGE v I Q W O W/ (4) 014 X 5/8"SMS ____ 2/DOOR`` •ISI I WITH DELRON SLEEVE(0 ONAI) `� � D li O 0 i 1"W X .15 THK. LATCH, �1 r J V I I _ Lr - - Q'O0 g _ CENTER HINGE STANDARD LOCK I 0 4L¢C H \ SPRING LOADED SLIDE BOLT BOTH SIDS _ I�III�}IjT �I{I� I Q ( `\ �\ A r\ n IAV IIID i��y�(��I m N C i FASTENED W/(4) 014 X 1/2°S.M.S. "-- I --- I�-:� 0• �y p —--- --.. 2 0 0 3 _ 5/8. MIN-LOCK ENGAGEMENT --- v) 0 0 0 o w CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS 1 0 0 0 o Q w e1¢'e d .-.—.- 1j�I��I I}r��,�I ISI VIII e1 .158 DIA.GALV.AIRCRAFT TYPE � \ --. CABLEIN. &NICO-PRESS SAFETY SLEFACTOR 1V/ MIN. 5 TO 1 SAFETY FACTOR r v r \ --------•------- _ - __ — © o o 2-3/4'W X 5-5/8"H X .090"THK.11 / 11\ I -'— -- — _ _- _--1= m Do STEEL PLATE, 1-3/8"DEEP\ i \ / ----v --1+ -- -- - - -- WITH (3) #14X3) '4 U O SELF DRILLING SCREWS 'J �Vrm- V V __ V `BRACKET `BRACKET ¢ STD. LIFT DOOR LOW HEADROOM I J TOTAL g OF DOOR OPTION _ - -- -- I y F r j 0 DOOR 'U'BARS AT _I = --_— w N W HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" \ -- C3 1 OPTIONAL VENTS I e 6'-6' 2 SECTIONS 18'12 SECTIONS 21" STEEL PLATE (3)15-WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE o O 6'-9' 1 SECTION 18' 3.5ECTIONS 21' WITH (4) 014 X 3/4"SOS OPNG.AREA NOT TO EXCEED 120 STI. IN. WOOD GRAIN DESIGN L A O Z 7' 4 SECTIONS 21'- __.-____ __ MAX. D60f2 WIDTH & 0 N Q N 7-3. CENTER STILE- INSIDEINSIDE ELATION a to , La 7'-6' S SECTIONS 18'- DAD DOORS INC. 7'-9" 4 SECTIONS 18"1 SECTION 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Hurricane MosterW Model 824/811 N 0—m: r e' 3 SECTIONS 16'2 SECTIONS 21' HANDLE END STILE MO%. Size 16'-2" X 16'-0" High W-3' 2 SECTIONS 10'3 SECTIONS 21' With Window Lite Option 8'-6' 1 SECTION 18" 4 SECTIONS 21' 0 - 8'-9' 5 SECTIONS 21"- 014 X 3/a" SELF DRIWNG SCREWS MAY BE USW 9' 6 SECTIONS 18"— \ IN LIEU OF 014 x s/8':SMS DESIGN PRESSURE RATING = + 35.0 PSF 9'-3' S SECTIONS 18'1 SECTION 21" LOCK BAR GUIDES — C W W INSTALLED ON END STILE - 44.0 PSF _ 9'-6' 4 SECTIONS 18'2 SECTIONS 21' WITH (4) 014 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES y 9'-9' 3 SECTIONS 18'3 SECTIONS 21' 10' 2 SECTIONS IS, 4 SECTIONS 21' 18T X .6W LOCK BAR O`" 'Q 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 10'-3' 1 SECTION 18' S SECTIONS 21' S2 ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FED)FIFTH EDITION(2014) 3 3 3 10'-6" 6 SECTIONS 21'- 25 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. a 3 3 3 10'-9' 6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' w o OUTSIDE KED LOCK 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. d 11' S SECTIONS 18'2 SECTIONS 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11'-3' 4 SECTIONS 18'3 SECTIONS 21" OPTIONAL DOOR WIDTHS y OF CENTER STILES DRESSING OR STUCCO. 1)'-6' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® III III 8'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL -• 11'-9' 2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO I1 10'-0'TO 11'-10' _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 01 n 12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT — 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. 2 o d 11 V12'-3" 7 SECTIONS 21'- IOCKS SHOWN ABOVE �8,-D'TO W-10-0"TO W-10• 14'-0'TO 15'-10' __4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •v o $6 SECTIONS I8"2 SECTIONS 21' DOOR WTHS 15'-11'TO 1G'-2' S 5 SECTIONS 18'3 SECTIONS 21' TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 4 SECTIONS 18'4 SECTIONS 21' �. BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND 3 SECTIONS 18'S SECTIONS 21' ® ® j t ASTM E1886EW/ASTM0E19A9�fio09.2 SECTIONS 18"6 SECTIONS 21' II�_� IIIA LII J.I 1 SECTION 18' 7 SECTIONS 21' M.pECIVIL B 70592F*�T RENEWEDa SECTIONS 2l'- �_ 10'-0TO 11'-10�-0TO 11'-10" I 14'-0"TO 15-10_�6 SECTIONS 18"3 SECTIONS 21' CA.N. 38DOOR WIDTHS DOOR WIDTHS ���� ,�(5 SECTIONS 18"4 SECTIONS 21' 14'-9' 4 SECTIONS 1B'S SECTIONS 21' ® ® ® ® IS' 3 SECTIONS 18'6 SECTIONS 21" 2 SECTIONS SECTIONS 21' .-_.___,_,__-___ _ _ 2015 BY E dfaWI g n0. IS'-6' 1 SECTION IB' 8 SECTIONS 21' r7 IS'-9' 9 SECTIONS 21-- 2' 0. TO 13'-10"_--� 11 IT TO 16'-2" _--a O2_L1 S. 6 SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet )of 5 24 GA.STEEL PANEL- _ _ N I I Z o FLAPS BENT OVER PANEL-\ n f ® O o ® - 1/2"PUNCHED HOLES I a 0 4" D.C. O 'r P7 .055•x 2-1/4"X 3/4'X 2" 0 Ir Ir -- GALV.STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE SOLES W/TWO #14 X 5/8"S.M.S.AND TO ENO STILE - - W/FOUR 114 X 3/4"SELF DRILLING S. J Z m� U QwryE � 0- Z- I a U Z W o - - 3/16"POP RIVETS kz AT4"O.C. I% (6)FOR 21"STILES (5) FOR 18"STILES Fc� .024"STL PANEL ENO STILE N Q M • OUTSIDE OF DOOR ��+ tL LA 1G Z~Z m 8 00 W (no-a 1 IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION o O 3 N =I O z= O In n OPTIONAL STOP MOULDING BY DOOR INSTALLER SOLID BRAS DOOR VIEWER Q STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' N 0 TO WOOD JAMB WITH d 14 x 5/8"SMS 3/a"X 2"X 2-1/2"X .049'STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE O 5/16'X 1-5/8'LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND(5)OR (6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL 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 BRACKEN END STILE WITH (4)3/16'POP RIVETS SOUTHERN PINE 1-7/B'%2-5/8"X 049'STEEL EDGE ,j/e'Ole, POWER-BOLT BY'POWERS' u 0 °a°. A 2-MIN. EMBED INTO CONCRETE 3000 PSI MIN. 0.55 S. CENTER STILE,GLUED ANO RIVETED DISTANCE ) ( ) g 5 w € ./ 2' MIN. EDGE DISTANCE We TO PANEL W/(4)3/16"RIVETS 3/16. 33 33 66 1- MIN. POP RIVETS e:'. 1-3/16 3/8"DI H SLEEVE BY 'HILTI' u u u 14 X 5/8"S.M.S. w DIST. 4/HINGE e� •°"' �" B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4' MIN. EDGE DISTANCE INTO CONCRETE I 1 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 1-3/16"i CONCRETE Vc = 3000 PSI MIN. c d C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. ° 1.9'X 2.19" X 3.3"% 090" ANCHOR TYPE A OR B STEEL TRACK BRACKETS I I I I 1 l(l)PER BRACKET O SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING Engr.JAVAD AHMADmowicirpANEWIED 0 9 I 1 1 �,,y FLA.PEM 705.2 /e-,p--u�+l�yaY6y�MMitarlls 8 I 1 1/4-20 SS BOLT CA.N. 38 Bgq�Qp� }, 7-1/2"x"INTERIORSIDE 7-1/2'x •071" & Nur t+oGALV. END ROLLER HINGE STEEL TRACK CENTER HINGE 14 GA.X 2-1/8"X 1"(STANDARD) 1.82" DIA.X .50'STEEL ROLLERS (STD.) 64 O 015 BY drawing no. 12 CA. X 3-5/16'% I-I/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA, X.50"NYLON ROLLERS (OPTIONAL A0' 1 n.1 FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— 02—`I W/1/4TTE X 5/8'TRUSS UT 2.75'DIA X.50'NYLON ROLLERS (OPTIONAL) SLOTTED M.S,k LOCK NUT SECTION B-B WITH 5"STEM sheet 2 of 5 r 1-1/2"X 1/2"X 1/8"HORIZ,ANGLE P' POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �V p -_{ 2-3/4'X 5-1/2'X 3"X.104" _ 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITHOUT INSULATION OR WINDOWS, N GAL".STEEL WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT 2"X 2"X 1/8"HORIZ.ANGLE I OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 6 FT.OR o FASTENED W/RA 5 14 X 5/8'S.M.S. I 1 DOORS WITH INSULATION OR WINDOWS Z n w SPOT WELDED TO HORI2.TRACK O m m 14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2°APART V SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES _ FIRST AT 3"O.C.,REST AT 9'O.C. F� W/5/16-18 X 3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2" X 74 GA.ANGLE -- A CONNECTED TO FLAG BRACKET ANGLE P N M.SCREWS&NUTS. FASTENED TO TRACK - -- - W/3/8-16 X 3/4"BOLT dr NUT IL c WITH (4) 1/4-20 S5. BOLT& NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12 AND TO SPRING SHAFT GUIDE WITH O J TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT k NUT �,DDS71 "(STANDARD) TOP BRACKET ` a!O (OPTIONAL)-/ 0 LOW HEADROOM DOOR 14 GA CALV,STEEL TRACK M HORIZONTAL REINFORCEMENT a K 1/2"X 1-3/4"X.058'FORMED STEEL VERTICAL TRACK 0 a.Q raj CLUED TO PANEL AND FASTENED TO 1 2-1/8'X 1"X .080° 0 eat•- VERTICAL STILES WITH 2'X 5-1/2"% .104' SECTION A-A N 4 (2)3/16'POP RIVETS GALV.STEEL a W 3� 6 FASTENED W/(4)5 14 X 5/8"S.M.S. {L Z N-n TOP ROLLER BRACKET FOR KZ m HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR " SECTION HEIGHTS BRACKET PLACEMENTS a W 1/2'X 1-3/4"X.058"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 B3 84 95 86 B7 88 GLUED TO PANEL.AND FASTENED TO g'_p^ 18^ 18^ 18" ig°N/A 1"TO 2"11-3/4" 23" 34" 45 56 67" —� VERTICAL STILES WITH "' o (2)3/16'POP RIVETS 6'-6' 21 18 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45' 56" 67" 5/16"MEETING RIB 7'-0" 21 21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" PLASTIC/STEEL ROLLERS 7'-6" IB" 18" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56"' 67" 78-1/4" c-g' rx r ___J 8'-0° 21 18" 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" W 1.82" DIA.X.50" cox _ �W/.44 DIA. X 4-1/4'STEM =w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM p x FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10 O.C. w Lj n OPTIONAL INSULATIONS: z m rn ¢J BY'OYPLAST PRODUCTS LLC' z EPS-EXPANDED POLYSTYRENE a o m wo DENSITY- 1.05 PCF o m 1.9'X 2.19"X 3.3°% .090' / ' Z N z N.OA.511-0926.07 STEEL TRACK BRACKETS -W W OR m 2-3/16"HIGH / 8 ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH 1 0_ DENSITY=2.0 PCF ) 1/4"BOLTS NUTS. O 3 N Np.ROA,811-0926.06 m W�TFT ZBY'CELLOFOAM NORTH AMERICA' W DENSITY= 1.03 PCF - DOQ ,N.OA.510-1129.04 m / 0N OR 0 ......:.:. DENSITY=0.92 PCF m / 3;y N.O.A. 574-0311.08 / o m ®' \14 GA GALV.STEEL S ROLLER HINGES FASTENED W/(6) 5 14 X 5/8"SMS z MIN. 024'ROLL FORMED STEEL PANEL 2 DRAWING QUALITY G-40 MIN.YIELD STRENGTH-39 KSI WITH PRIVER AND POLYSTER PAINTED TOP COAT TRACK CONFIGURATION a o w z APPLIED TO BOTH SIDES OF STEEL 0 0=N e a VERTICAL LIFE HIGH Ll STANDARD LIFT LOW HEADROOM DOUBLE TRACK 12 GA CALV.STEEL BOTTOM BRACKET FASTENED AVAILABLE.TRACK OPTIONS W/(a) k 14 X s/s'SMS b Engr:JAVAO AHMAD CIwIL PRODUCT RENEWED � FLA.PE 70592 ac$Sfr/x/115&A C.A.N. 38 O' BOTTOM SEAL OPTIONS SEE SHEET 5 gp o $ o SECTION A-A R M Raillm drawing no. SEE SHEET 2 FOR LOCATION OZ-21 OF REINFORCING TRUSSES sheet 3of 5 t 3 4" REINFORCEMENT I 1 m IN, 1/2'X 1-3/4'X.058" 08 X 1' r o DGE FORMED STEEL �— DIST. 1 z 1-1/2' MIN. SELF DRILLING SCREWS -�� (i8 X 1' o _ OR SELF DRILLING SCREWS Z w I CE DIST. a I m 3/16"'RIVER'STEEL RIVETS OR 0 A u 3v�i w �o MULTIGRIP W/ATDOME 48"HD.C. ULTTIGRPIVW/DOME HEAEX' STEEL D AT 48"O.C. C 6 REINFORCEMENT O o -3/4"X.058" FORMED STEEL + Wc= + Q. 2BYWO 1/4"DIA LAC SCREWS 2BY 1/4'OLA.LAG SCREWS WOOD BU �-AT 6'FROM ENDS WOOD BU 1 `AT 6'FROM ENDS d AND 15"O.C. MAX. I i AND 15'O.C. MAX. W'STRIP ADAPTER-- ALUMINUM m W'STRIP ADAPTER O'0. $ ALUMINUM STEEL O RUBBER W'STRIPPING RUBBER W'STRIPPING O ry �5 ssa 700 o4D I.8 :I i�g . 224 I I,� 34 Q w - 11.750 -I --Ft`--'—T-� 1.790-- z 0 BOTTOM SEAL OPTIONS OPTION 'AOPTION 'El WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o Nei THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ¢_j WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE Z H UI VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING 03 W m ANCHORS STRUCTURE_ EMBED SPACING EDGE 01ST. B En G] I 3 8 NLC SLEEVE BY HILT] CONIC. 1-1 4 8° 2" Ir W 3/8' GO NFLEX BY'ELCO FILLED BLOCK 2' 8' 3-3 4' O 3 h 3 B'DYNABOLT BY ITW' CONIC. 1-1 2" 8' 2-1 2" O Z STEEL STRUCTURE BY OTHERS 3 8"POWER-BOLT BY POWERS CONIC: 2° B° 2" o o 5/16'% 1-5/8. MUSE SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS CONC._ 1-1 2" _ 8" 3_ rn LAG SCREWS BY DOOR SYSTEM m J AT 12'O.C. CONCRETE]'c-3000 PSI MIN. ' 5/16"DIA BOLTS Q N 5 C-90 GROUT FILLED BLOCK Mm=2COO PSI MIN. N WITH WASHER& NUT WOOD BUCK CONNECTION TO MASONRYAT 12"O.C. MAX. EDGE DIST. E1 PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITHG S 1/4"ULTRACON BY'ELCO'WITH SPACING OF .. �> T z 9 0 0 12°O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN, EMBED '� 13'O.C. NTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED I 1-1/4'X 2-1/2"X 14 GA o B 2-1/2"MIN. EDGE DISTANCE 1_1/2" 1-I/2° —CONT.STEEL ANGLE 1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL _ v 11'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED —FLAT BRACKETS t3'LONG 2_1/g•X 1"X 14 GA 13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16'X 2-1/2' AT 12'O.C. IN DOOR OPNC. GALV. STEEL TRACK 3'MIN. EDGE DISTANCE FILLET WELDS AT 18"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES 3/8"CONFLEX BY'ELCO'OR AT 12"O.C. MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS HO. 3/8"LOT BY 'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT u m 23'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED ° o 3"MIN. EDGE DISTANCECONTINUOUS ANC TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK T o 8 TO WOOD BUCK 70 STEEL TO CONCRETE ANO FILLED BLOCK `o i 3/8°HLC SLEEVE BY'HILT]'WITH SPACING OF 10°O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN, EDGE DISE 15.O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION 2-1/2"MIN. EDGE DISTANCE - Engr.JAVAVI AHMAD PRODUCE RENEW M- PREPARATION OF JAMBS BY OTHERS CIVIL FLA.PE 70502 go with dN Fk" FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N. 538 Cb ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Awptenp NO 9� + BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ®Y .1 BUILDING OFFICIAL UPON INSPECTION. 2015 71L MAXIMUM EXTERIOR(+) LOAD PER JAMB= (16.16' X fit PSF)/2- 291 Lbs per Ft. IJ MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2=355.5 Lbs per Ft. t *PLASTIC COMPLIES WITH I DOOR PANEL CHAPTER 26 OF FBC a 1 24 GA.(.024)STEEL Mw. SEE EVIDENCE PAGE o 1.765 1.725 Q a a+ 6 7/16"DIA.WASHER o w 1.144 a 08% 3/4"SMS21 3/4" O 1 I I ®3/8"FROM ENDSMAX • 176--] F+- 1.800 a W m 7 1 11 1 AND 7"O-C.MAX. WOW.WIDTH o IL Q< * EXTERIOR FRAME * INTERIOR FRAME N 1111 F 1 (d) d8 X 3/4'SMS ;I, z o 18 11X/e RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 In LU In a 0 1-3/8'FROM ENDS ; \J D.L.O. U._ ^� 1 n l I AND 6-1/2'O.C. MAX. w o Ino J a M Q IIIII A IIII I O l 1 �• .175% .062 DEEP I ' 1111 GROOVE .. ... .. .... 1111 i _ 1 y Ij y J W_ IIII .. Z4 0 IIII 1/4'•POLYCARBONATE LEVAN S I I I BY'SADICABIC INNOVATIVE PLASTICS' 1111 NOA X13-0777.07 f \ '�" I Q-j III • _.—__ — F = K II I1 .. El z00 x N {w !• (/I Z O \ - 0.20 .ZC7N 11 11 ED [ED S 1111 N 1111 ED El �0.. 1 I I175 X.062 DEEP i• / IIII --GROOVE 111 IQ N E CO FZ B (4) g8 X 3/4"SMS INSIDE ELEVATION c= 5 ® � 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS y 15` ` AN 6-1/2'D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION � �z v O I 8 X 3/4"SMS C 3//8"FROM ENDS .175% .062 DEEP .. _ i I I AND®4-1/2"< O.C.MAX. GROOVE Q8 X 3/4"SMS ®3/8"FROM ENDS _- AND 7'O.C.MAX. --- ----------- ------_- ___________ Engr:JAVAD AHMAD PRODt1Cr RENEWED o CIVIL 7/16"010.WASHER \�♦ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F7A.PE N 705 2 B•i11Wi � i $ I s CAN.,3538 AvvI ND 3 DOOR PANEL EXTERIOR B7 24 GA. (.024)STEEL MIN. DOOR PANEL 15/76"MIN. O.L.OPG. I }5 - drawing no. 24 GA. (.024)STEEL MIN. GLAZING OITEOGn 2•7 WINDOW WIDTH _ sheet 5of 5 LIMITATIONS, of USE A— THIS PRODUCT EVALUATION DOCUMENT (P E.D.). PREPARED BY THIS ENGINEER lS: GENERIC., .ANO DOSS` NOT PROVIDE INFORMATION FOR A :SITE SPECIFIC PROJECT; i.e. WHERE THE "SITE CQNDITIO'NS DEVIATE.' FROM, THE P.ED:. 8—:CONTRACTOR TO BE RESPONSIBLE FOR THE 'SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED, ON THIS PRODUCT EVALUATION PROVIDED HE/SHE .DOES NOT DEVIATE' FROM THE CONDITIONS DETAILED: ON.. THIS DOCUMENT, C-'THIS ''PRODUCT EVALUATION. DOCUMENT: WILL. RE..CONSIDERED INVALID IF ALTERED BY ANY MEANS. D-SITE :SPECIFIC PROJECTS SHALL BE PREPAR`E[3 BY :A FLORIDA REGISTERED ENGINEER OR ARCHITECT;WHICH, WILL :BECOME THE'�ENGINEER QF RECORD ;(E.O.R'.) FOR, THE PROJECT .AND WHO WILL .BE RESPONSIBLE FOR THE .P`ROPER SSE OF THE. P...E:d. ENGINEER ;OF RiECORD, ACTING :AS A DELEGATED ENGINEER TO THE P. D. ENGINEER SHALL SUBMIT TO' THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW: E- THIS.. P E:Q..- ,SHALL BEAR THE DATE AND ORIGi'NAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT..