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HomeMy WebLinkAboutNotice of Acceptance Pile ®r� MIAMI•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.minmidade.eov/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 ofNOA. 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. CMIAMI-_­4 DADECOUNTY Expiration Date:July 21,2020 a Approval Date:April 23,2015 G¢�Ifil�ls 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 I 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 NDA#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. a4 i6 f�1S 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 CeIlofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NDA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc 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 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 5"'edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahrnad,P.E. #0471 �5 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" U m GALV. STEEL CENTER HINGE 'l0 STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER o W/(4) #14 X 5/8"SMS T� ``` -FASTENED TO END STILE WITH TO BE INSTALLED AT M O WITHOUT DELRON SLEEVE(STD.) T (6) x(14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE I O 7-1/2"X 3"X .071"GALV.STEEL I 0 0 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS Zw ENO ROLLER HINGE I I 00 W/(6) #14 X 5/8"SMS 1 r CENTER STILES _A Q m lO WITHOUT RON 7-1/2"X 2-1/4"X.071 11 IELRONL SLEEVE(OPTIONAL) OPTIONAL) �``\O_-' SEE SCHWA' _ _- --- -- I^--- -- I� o G � LOCK GALV. STEEL CENTER HINGE O W/(4) N14 X 5/8"SMS z/DOOR - -- I I -.� 00.� WITH DELRON SLEEVE (OPT:pNALj I Q: n 0� v --— .15 THK. LArcH - - —.__ m 0 a t.o CENTER HINGE STANDARD LOCK _ SPRING LOADED SLIDE BOLT BOTH SIDES VIII IIII1J�i II1(II1I I I Y1 00 a `.` FASTENED WI(4) #14 X 1/2" S.M.S. _._ -__,-_ __--._ ;, 1 Imo' I ��o s o Cw 3 0 ' 5/8"MIN.LOCK ENGAGEMENT `� L ------ '" —: --- __. ...... _. _ 1— o CONFORMS TO SECTION 1008 REGARDING -- '7 - '7 _ —- _ _ (L?BNj m GARAGE DOORSna Q 2 ---- ,ILII -. 00 uj .158 OW. GALV.AIRCRAFT TYPE ,'"f O �. '��� •``` B ,.1 ! I Il---ll r, A I IJ tl I I B� S N ui --I�-� CABLE&NICO-PRESS SLEEVE I��'1I IIGC_`'_JJJJJ V_ JI W/MIN. 5 TO 1 SAFETY FACTOR \`� r O `� -----= ------ _ -_ '--- I 2-3/4-W X 5-5/8`H X .090-THK. STEEL PLATE, 1-3/8"DEEP 1 I i :L=7-- WITH (3) M14 X 3/4' ) O } O SELF DRILLING SCREWS -'7 `'7 �/ `V `BRACKET' BRACKET^''--- " a_j STD. LIFT DOOR LOW HEADROOM DOOR OPTION _ _ Z I, v; e 701AL a OF __ — --— _ Z DOOR 'U'BARS AT '_ =� W ami ui I ui HEIGHT CONSISTS OF EACH DOOR 7-7/B"X 3-1/6"X.010" OPTIONAL VENTS 6'-6' 2 SECTIONS 1e'2 secTloNS 21 STEEL PLATE V..OPTIONAL FLUSH FACE (3) 5"WIDE AT 7"O.C. MAX. I O La.7 u'Oi 6'-9" 1 SECTION 78' 3 SECTIONS 7.1" WITH (4) #14 X 3/4"SBS OPNG.AREA NOT TO EXCEED 120 SO. IN. OOD GRAIN DESIGN L A O Z 7' 4 SECTIONS 21' - - __._-__..__- MAX.MAXDOOR WIDTH .,,_—. o y ;O 7-3 16'-2" ..— __ aNj W 7'-6" 5 SECTIONS 18'- CENTER STILE- DAB DOORS INC. m•_J INSIDE ELEVATION a a Q W 7'-9' 4 SECTIONS 18'1 SECTION 21" Hurricane M0S1er®Model 824/811 .r o—m t- B' 3 SECTIONS 18"2 SECTIONS 21" OUTSIDE RAISED PANEL EMBOSSED DOOR B'-3' 2 SECTIONS 18'3 SECTIONS 21' HANDLE END STILE WithMaxSine w Lite X i 6'-0" High With Window lite Option 8'-6' 1 SECTION 18' a SECTIONS 21' p 014 X 3/4"SELF DRILLING SCREWS MAY BE — B'9' 5 SECTIONS 21'- IN UEU OF b14 X 5/8"SMS 9' 6 sEcnorls 1e'- � LOCK BAR cu1DEs ------� DESIGN PRESSURE RATING = i• 36.0 PSF 9'-3' 5 SECTIONS 18'1 SECTION 21" c INSTALLED ON END STILE --- - '1 .O PS LL di�6 9'-6" 4 SECTIONS 18'2 SECTIONS 21' WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES 9'-9" 3 SECTIONS 18'3 SECTIONS 21' n — o 10' 2 SECTIONS 18'4 SECTIONS 21' U .18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ,•,�• 10'-3" 1 SECTION 18' S SECTIONS 21' R ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 10'-6' 6 secrloNs 21'- 2S ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). w CE STILES SCHEDULE'A' a 1 11' 5 SECTIONS 18'1 SECTION 21" 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON Of�A1L5. v OUTSIDE KEYED LOCH ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11' S SECTIONS 18'2 SECTIONS 21' CENTER STILES CONFIGURATION 11'-3' 4 SECTIONS 18'J SECTIONS 21' OPTIONAL DOOR WIDTHS OF CENTER STILES DRESSING OR STUCCO. p 1T'-8' J SECTIONS 18'4 SECTIONS 21" LOCK BAR LOCKING SHOWN 8'-0'TO 9'-10' 2 _ 3, ALL BOLTS, NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON STEEL. 11-9-9' 2 SECTIONS 18'S SECTIONS 21' ALTERNATE TO ...������uuu .WWW----���, f0' 11'-10' _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12' 1 SECTIONS 18"6 SECTIONS 21' SPRING LOADED SLIDE BOLT 12'-0'TO 13'-f0' J — THESE DETAILS ARE NOT PART OF THIS APPROVAL. 2 v 12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE 8-0TO 9'-10 ' " " 14'-0"TO 15'-10' 4 •� 0 0 12'-6" 6 SECTIONS 18'2 SECTIONS 21' I WIDTHS 1-�1 ----5'-11'TO 16'-2' S -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS_INTO WOOD ONLY, DOOR c 12'-9' S SECTIONS Je'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA O 13' 4 SECTIONS 18"4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND 13'-3' 3 SECTIONS 18'S SECTIONS 21' I® -"- mil ASTM EI886E 95/ASVA EA99M6AD 09. _ •� f3'-6' 2 SECTIONS IB':6 SECTIONS 21' ,I�' I��'f Imo_ ,LTJ I_�_I o 13'-9" 1 SECTION 18' 7 SECTIONS 21' - CML PRODUCTREWEWW j 'I 14- 8 SECTIONS 21'- FLA.PE#70592 r �HI111t11l��0tLete $ i L to'-0`TO 11'-10" I _ 14'-0"TO 15'-10" J CAN. ]e 14'-3' 5 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS '--"-- 14'-6' SSECTIONS 18"4 SECTIONS 21' Aooeplr.nO lb IS .O( 14'-9' 4 SECTIONS 18'S SECTIONS 21' x 15' 3 SECTIONS TB'6 SECTIONS 21' II III MOM I ® � '� II 111 ISI III I•I III --� 15'-3' 2 SECTIONS 18'7 SECTIONS 21" YY-�I IBJ JMM 1��0"-00" 11 ��-W4 �J II��0 lr—V-` r2015 By drawing n0. 15'-6" 1 SECTION 18' 8 SECTIONS 21" P101MBI C' t Ir a2-21-9' 9 SECTIONS 21'- � 12'-0"TO 13'-10 I 15'-11"TO 16'-2" —_ � , 16' 6 SECTIONS 18*.4 SECTIONS 21" DOOR WIDTHS — BOOR WIDTHS sheet 1 of 5 24 GA.STEEL PANEL- U ' �o N FLAPS BENT OVER PANEL-\ O W cQQQ� ® 91 Q a I �9 00 O IlL - - 1/2"PUNCHED HOLES I 0 4"O.C. o ul 0 0. .055"X 2-1/4"X 3/4"X 2' ILA_ O 0 W I -- CALV.STEEL U.BAR REINFORCING TRUSS13 N 0 BOTTOM OF PANEL TRUSS FASTENED TO I Q W y -c VERTICAL INTERMEDIATE STILES W/TWO I q14 X 5/8"S.M.S.AND TO END STILE - - 2 LnO .�tZ7 10 Q J W/FOUR q14 X 3/4"SELF DRILLING S. Q W Ru I U- U U Z _ _ F �1 s o - 3/16 POP RIVETS k z AT 4"O.C. ®, - (6)FOR 21"STILES -O a _ (5) FOR 18"STILES Iq 3 ®, .024"SIL. PANEL r1 O END STILE w Q I'I - OUTSIDE OF DOOR EN Z --N N 6 mw Of (n 0 O 1 IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION , O z o � = o OPTIONAL STOP MOULDINGc�J 03 Q v RY DOOR INSTALLER SOLID BRASS DOOR VIEWER ¢N- N STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' ~ TO WOOD JAMB WITH q 14 X 5/8"SMS 3/4"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 HFA.TYPE A 1/2'x 1-3/4'X .058"FORMED STEEL SEE DETAIL ABOVE G ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET' TEND STILE WITH (4) 3/16'POP RNETS SOUTHERN PINE - `.a: I 1-7/8-X 2-5/8-X .049"STEEL 2-M . POWER-BOLT C 'POWERS' y y / / OISTDANCE�{ A) 2"MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o ,s- 0.55 S. " >% I CENTER STILE,GLUED AND RIVETED I 2"MIN. EDGE DISTANCE $ w w TO PANEL W/(4) 3/16"RIVETS 33 3 1- MIN. I POP RIVET °: e`I1_3/16 ,j/8'DIA HLG c_LEEVE BY 'HILTI' u u q 14 xs/a"s.M.S. v=u zw DIST. I 4/HINGE I \ °.'b°" 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 I � CONCRETE f'c = 3000 P51 MIN. _ 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 1 I I l(l)PER BRACKET SEE SHEET 3 FOR SPACING I SEE SHEET 3 FOR BRACKET SPACING Dgr:JAVAD AHMAD of CM PRODMIFREN6WED FIA.PE 70592 m4tyNq nlVldi�ib{db 7-1/2" % .050" 7-1/2' % .071" 1/4-20 SS BOLT CA.N. 30 Ac N / INTERIOR SIDE & NUT No S a GALV.STEEL END ROLLER HINGE STEFL TRACK CENTER HINGE 14 GA.X 2-1/8'X 1"(STANDARD) 1.82" DIA. X .50" STEEL ROLLERS(STD.) 015 DY Hadrt/C drawing no. 12 CA X 3-5/16'X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS (OPTIONAL) FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X .50"STEEL ROLLERS (OPTIONAL)— II��VV�GG G 1 W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA.X .50"NYLON ROLLERS (OPTIONAL) N) O SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5" STEM sheet Z of POP RIVETS 1-1/2-X 1/2"X 1/8"HORIZ.ANGLE 1 5/16"X 1-5/8" LAG SCREWS INTO WOOD OR HORI2.TRACK SUPPORT. FOR DOOR HEIGHTS UPTO 8 FT. l� V �o 2" ^� 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS, Ljt1� 1 / G2-3 ALV.S%5-1/2'X 3'X.104" _ WITH 1-1/4" EMBED INTO MASONRY E%�EEDINC 8 FT. IN HEIGHT 2"%2"% 1/B'IIORIZ.ANGLE II 6ALV.STEEL N OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FT.OR o FASTENED W/(6)f 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS z n w WITHSPOT WELDED TWO WELDS A01H1/2'APART O FZ W CK 0 IF— I4 CA.CALV.STEEL ADJUSTABLE / / FIRST AT J" D.C., REST AT 9'O.C. F"IU N O SLIDE FASTENED TO BRACKET 2-1/2-X 4-1 4"X 13 CA.STEEL PLATES A J W/5/I6-18%3/4"HEX HEAD - WELDED TO 1-1/2"X 1-1/2" K 14 GA ANGLE - CONNECTED TO FLAG BRACKET ANGLE 00. m M.SCREWS&NUTS. FASTENED TO TRACK - - W/3/8-16 X 3/4"BOLT&NUT O o WITH (4) 1/4-20 SS. BOLT& NUTS - -- HOR12.TRACK LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT (STANDARD) TOP BRACKET 1w0E- 4 I (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT E—m 14 GA CALV.STEEL TRACK d01/2"X 1-3/4"X .058'FORMED STEEL VERTICAL TRACK O aaGLUED 70 PANEL AND FASTENED TO 2-1/8'K 1"% .OBD" O dJ VERTICAL STILES WITHSECTION A-A O N I 2"X 5-1/2"X .104' 1 ?��+ (2)3/16°POP RIVETS Q n CALV.STEEL FASTENED W/(M1) )J 14 X 5/8"S.M.S. LL?N-- m TOP ROLLER BRACKET FOR m a HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q 1/2"x 1-3/4"x.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 B2 B3 B4 I B5 B6 87 BB _ GLUED TO PANEL AND FASTENED TO 6'-0' 1B"1B" 18' 18"N/A 1"TO 2"11-3/4 23" 34" 45" 56 67" VERTICAL STILES WITH _ /(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" IO 2"11-3/4" 23" —34:;-- 'X, 4" 45" 56" 67" PLASTIC/STEEL ROLLERS 7'-6" 18 18" 18" 18" 1B"1" TO 2"11-3/4" 23" 34" 45 56" 67" 78-1/4" 8'-0" 21" 18" 18" 18" 21"1"TO 2"11-3/4 23 34"-� 45 56 67 78-1/4" a0 �. 1.82' DIA X.50- 1.8 50" ca= �W/.44 DW.X 4-1/4"STEM = '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM s FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. W Uig OPTIONAL INSULATIONS: z le N Q BY'DYPLAST PRODUCTS LLC' z o EPS-EXPANDED POLYSTYRENE aa..o m % (.J Uj N DENSITY a 1.05 PCF o m 1.9'X 2.19"X 3.3"X .090° / Z Z ,'On N.OA #11-0926.07 STEEL TRACK BRACKETS r 2-3/16"HIGH / 8 m p I SO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH % o O 3 N DENSITY 2.0 PCF ) 1/4"BOLTS &NUTS. 01 / Oz - -----�.R A. X11-0926.06 K ()Q M BY'CELLOFOAM NORTH AMERICA' dd 00 DENSITY= 1.03 PCF N.O.A. #10-112.9.04 m 1 j ❑ •-2 OR BY'INSUIFOAM LLC' ���}}}LL�-��r��Lrrr1 % O N.O.A. =0,92 PCF m (�JI I �I N.O.A.#14-0311.088" L IILII_II1 IIIIII m 14 CA.CALV.STEEL G S ROLLER HINGES FASTENED N X W1(s) p 14 x 5/B'sus m MIN. .024"ROLL FORMED STEEL PANEL c~ DRAWING QUALITY G-40JJ �33 MIN.YIELD STRENGTH= 39 KSI --- -----"-`-'-- WITH PRIMER AND BAKED-ON y z o z POLYSTER PAINTED TOP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL VERTICAL LIFZ HIGH L)EC STANDARD LIFT LOW HEADROOM w o'1x DOUBLE TRACK ---1 12 GA.GALV.STEEL BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS W/(a) p 14 x 5/6'sMs o 0 l/ Engr:JAVAD AHMAD � =� p i CINL FIA.PE 70592 r O�Iytly MINT NIt no" $' I C.A.N. 38 gUIIAwQpde ,. G o O' BOTTOM SEAL OPTIONS AealplonO No s •4� v % SEE SHEET 5 - _4NI R B Ro�1a Ca�� drawing n0. SECTION A—A 02-21 SEE SHEET 2 FOR LOCATION _ OF REINFORCING TRUSSES s�heel Sof REINFORCEMENT m 1/2"X 1-3/4'%.058' FORMED STEEL 88 X 1" IW- ��, T N. SELF DRILUNG SCREWS d8 X 1'_ OR SELF DRILLING SCREWS z I GE DIST. n7\11, Ano 3/16"'RIVEX'STEEL RIVETS ORMULTIGRIP W/DOME HEAD 3/16"'RIVEXSTEEL RIVETSA7 48"O.C. MULTIGRIP W/DOME HEAD f AT 48'O.C. 0. G REINFORCEMENT O o 1/2'X 1-3/4"X.058" O W FORMED STEEL 2BY I 1/4"DIA.LAC SCREWS 2BY AT C DIA LAG SCREWS O4RUSBER + p WOOD BUU�K 1 1 \-AT 6'FROM ENDS WOOD BU I SAT C. FROM ENDS Q AND 15'O.C.MAX. i AND 15'O.C. MAX. O Iu m W'STRIP ADAPTER--, W'STRIP ADAPTER a a4 ALUMINUM STEEL G < RUBBER W'STRIPPING W'STRIPPING TAT Q w 3 0 m 050��\---T -�j� ('oa0 ?N f II I 11— I— 1 z g w: .22��1.750 L., �1.790— �wf r- LiOF0 BOTTOM SEAL OPTIONS OPTION 'A' OPTION ' no WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o n THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N Q J TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. �++ FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE — .- - -- Z�m VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING W _ ANCHORS STRUCTURE_ EMOED SPACING qEOGED.§Tq 00 (n 01 x I 3%8 NLC SLEEVE 9Y HILTI_ CONIC. 1-1 4 8' Q' LY 3/B"CONFLEX BY'ELCO� FILLED BLOCK 2' 8' O 3STEEL STRUCTURE BY OTHERS BY'ITWCONC. 1-1 2 8' O Z3 B"POWER-BOLT BY POWERS' CONIC2" 8' f]5/16"X 1-5/8' MUST SUPPORT THE LOADS IMPOSED —LAG SCREIVS 38 B 'SIMPSONS' CONIC1-1 2 BY DOOR SYSTEM AT 12'O.C. CONCRETE Pc- 3000 PSI MIN. I N C-90 GROUT FILLED BLOCK T'm ZPIIMIII* NFa 5/16"OIA BOLTS WITH WASHER h NUT WOOD BUCK CONNECTION TO MASONRY l>° IIr AT 12'O.C.MAX- EDGE DIST. El PRESSURE TREATED 2Xfi SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC,COLUMN WITH v, 1/4"ULTRACON BY'ELCO'WITH SPACING OF \. 12"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MW. EMBED 13 O.C. INTO 3000 PSI CONCRETE,WRIT 1-3/4'MIN.EMBED 1-1//4'X 2-1/2'X 14 GA o 2-1/2"MIN. EDGE DISTANCE 1 1-1/2" 1-1/2' CONT.STEEL ANGLE 1-1/2" 1 u =a _ o 4"TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL - 1I'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 2'MIN. EMBED FLAT BRACKETS :EY LONG / 2-1/8'X I"X 14 GA. usa� 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 TB'O.C.ABOVE DOOR OPNC. FASTENED TO TRACK PLATES 3/B"CONFLE%BY'ELCO'OR AT 12'O.C.MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20%5/8'TRUSS HD. 3/8"LOT BY'ITW'WITH SPACING OF _ W/(3) SPOT WELDS AT EACH SIDE SLOTTED M.S. k LOCK NUT v n a 23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED CONTINUOUS ANGLE TReGK 3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVFRRE TRACK •S _ n S TO WOOD BSL TO STEEL TO CONCRETE AND FIIIED BLOCK 3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF C-- 10 0'C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN.EDGE 0157. 15'O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN.EMBED AND 2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION E Eng,:JAVAD AHMAD o 0 PREPARATION OF JAMBS BY OTHERS CML PROWGTRENEWED FLA.PC t 70592 r COMPWW w1tl1 ft F1mift 0iT a FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N. 538 ewdk%CID& ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Aaopw"NO/S O�QQ.O� I.6 j BY DOOR SYSTEM. d_7y/ l FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By drawing no. BUILDING OFFICIAL UPON INSPECTION. aX '015 Fwdmc w G IJ I� 02-21 MA%IMUM E%TERIOR(+) LOAD PER JAMB = (16.16' % 62 PSI)/2 = 291 Lbs per Fl. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16'X 44 PSF)/2 =355.5 Lbs per Fl. sheet 4of $ * PLASTIC COMPLIES WITH I �U o DOOR PANEL CHAPTER 26 OF F'BC N I 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGEZ o i W 1.766 1.725 Q IL m 7/16'DIA.WASHER O W o r 1.144 ay� I O�i v y8% 3/4'SMS 21 3/4" O ro /� + I 0 3/8'FROM ENDS MAX. IOA/) I� .III + 1 AND 7"O.C.MM. WDW.WIDTH O a<g I� * EXTERIOR FRAME * INTERIOR FRAME N ¢ III I, w 18 1/e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 0 IIIA 3 t 1\ `v x _ Q u1 N: ® 1-- %3/4"SMS 3/8"FROM ENDS �� �0 MA%. o AND 6-1/2"O.C. MAX. v 2 I II I o Z l - I ;III .175 X .062 DEEP I v ,III GROOVE • III .. .. .. -- h 'I++ `. o III 1/$'POLYCARBONATE LEAN >M ,• �� .. F. I 8Y'SADIC INNOVATIVE PLASTICS' +' D11 �_..y .V �. (, Q J NOA#13-0717.01 —:1! A tL c5 yO- LY U' N DO v LA GROOVE'062 DEEPin ,I. --- 4 I� � - I (4) N8%3/4"SMS INSIDE ELEVATION a a 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS d L z a z AND 6-1/2"D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION © I 1 #8%3/4"SMS C� ^I III 1 ®J/8'FROM ENDS�1 .175 % .062 DEEP • j AND 4-1/2"O.C.MAX. I GROOVE LIQ. 'Inuo^oSC3 A8 X 3/4"SMS c---� 0 3/8'FROM ENDS _ — AND 7"O.C. MAX. r --- — _ __ ___________ En9r:JAVAD AHMAD PRU0t1C?RSNLVF.D 7/16"CIA.WASHER — —_— — — — — — — — — — — — — — A. CIVIL din�Cbib � + FL $ CANPE.�3538705 2 BuilAoODpIrttO NO 'YJ:{O _ .• DOOR PANEL 24 GA. (.024)STEEL MIN. EXTERIOR^15/16"MIN. D.L.OPG.PANEL N! PrY ( I =ng 24 GA. (.024)STEEL MIN. GLAZING SITE WINDOW WIDTH sheet Sof 5 I These Tables Are For GARAGE DOORS.IN One and Two Family Dwellings Garage Doors Installed In Buildings with a. Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2(2) of the 5t' Edition FBC Residential COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] ❑160 EXPOSURE;B 9'x 7' Door=+24.3 -27.5 ❑160 EXPOSUREIB 16'x 7' Door=+23.3 -26.0 ❑160 EXPOSURE C 9'x 7' Door=+29.5=-33:3(1 story and max 15' E]TOfiEXP-MWRE C'16X T Door=+28.2 -31.5 mean roof height) ❑160 EXPOSURE C 9'x 7' Door=+34.1 -38.5 (2 story and max 30' ❑160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height) 1-1160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15' 171160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height) ❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and rnax 30' 171160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height) ❑150 EXPOSURE B 9'x 7' Door=+21.3 -241 ❑150 EXPOSURE B 16'x 7' Door=+20.4 -22.7 17150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15' ❑150 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof height. ❑150 EXPOSURE C 9'.x 7' Door=+29.9 -33.8 (2 story and max 30' 01 50 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height) 1-71150 EXPOSURE D 9'x 7' Door=+31.4 -35.5 (1 story and max 15' ❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height) ❑150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 30' 171150 EXPOSURE D 16'x 7' Door=+33.9 -37.7 mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection'. Glazing in Garage doors must-comply with R301.2.1.2 (Glazing must be impact resistant or shuttered) ` I Miami Dade N.O.A or Florida Product Approval# I D