Loading...
HomeMy WebLinkAboutProduct Approval i RECEI'.—7D SEP 3-o 2a FILE Copy 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.miamidade.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,manufactutdng 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•nADECOUNTYM Expiration Date:July 21,2020 • 1S Approval Date:April 23,2015 +110/V ZD 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 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,F.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-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. I1-0926.07, 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#OS-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.1EIETI 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 1.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'% 18 GA. - PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4'X 0.1" U m .'V.STEEL CENTER HINGE �`� STEEL PLATE WITH ONE 5/f6-18 M /SW NUT OPTIONAL DOOR VIEWER o 0 W/ (4) #14 X 5/8"SMS i �`yI -FASTENED TO END STILE WITH TO BE INSTALLED AT �� N WITHOUT DELRON SLEEVE(STD.) O O I (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE cv p 7-1/2"X 3'X .071 GALV, STEEL I SEE SHEET 3 FOR TOP BRACKET OPTIONS m END ROLLER HINGE II CID j CENTER STILES Q v W/(6) #14 X 5/8"SMS- ! SEE SCH. 'A' I- A aq WITHOUT DELRON SLEEVE (STD.) ! ��� )- O WITH DELRON SLEEVE(OPTIONAL) �yy`D — - - ---- - _- Q a �, o 7-1/2"X 2-1/4"X .071' LOCK ` -- ° GALV. STEEL CENTER HINGE W/(4) Rta x 5/e"SMS - -z/DOOR WITH DELRON SLEEVE (OPT)ONAL) - v TO D 1`-1"W X .15 THK. LATCII. t ! __.. __— L I .. _- in OCENTER HINGE STANDARD LOCK IIrIIJ1�I(II II mSPRING LOADED SLIDE BOLT 2" TH SID<'St •'l��V , !, - I . O:yy11 m D FASTENED W/(4) N14 X 1/Z"S.M.S. y 0 o o o a w 3 LL 5/8"MIN. LUCK ENGAGEMENT [: --------- _ - ---- —- __ ---- _ -- I o o o w TIT o . CONFORMS TO SECTION 1008 REGARDING \`yy � -- '7 1-3, -_ -- _ s ?GARAGE DOORS ---- - / ooo"" ; VAI Imo,__� mW o€ Q,158 DIA.GALV.AIRCRAFTTY 'CABLE&NICO-PRESS SLEEVE ' y �' ` B �, �, /1 B • o'^ C W/MIN.5 TO 1 SAFETY FACTOR I z 2-3/4'W x 5-5/8"H X .090"THK STEEL PLATE, 1-3/8"DEEP WITH Jj14 X 3/4' M SELF DRILLING SCREWS -I�! ! ! ! ���aII W t'7 _ J' `BRACKET/ BRACKET - STD. LIFT DOOR LOW HEADROOM TOTAL g of DOOR OPTION = - _ ----- _—_ " Z I-z DOOR 'U'BARS AT ' _--_ - .9 m w HEIGHT CONSISTS OF EACH DOOR STEEL %3-1/B'%.010" OPTIONAL VENTS Q' e s'-s' 2 SECTIONS IB'2 SEcOotTs 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MA%. __OPTIONAL FLUSH FACE � O 3� N V-9" 1 SECTION 18' 3 SECTIONS 21' WITH (4) 914 X 3/4'SOS OPNC. ARFA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L A O Z x N 7' 4 SECTIONS 21' MAX. D60z WIDTH 0 Q 7-3" CENTER STILE- DAB DOORS INC. 7•-6. 5 sscrlONs 1e•- .INSIDE ELEVATION a a 3 7'-9" 4 SECTIONS te^t sltcTION z1• Hurricane MOsterW Model 824/811 v O x r B' 3 SECTIONS 18"2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High 8'-3' 2 SECTIONS IS'3 SECTIONS 21' HANDLE END STILE Mix Window Lite Option 8•-6" 1 SECTION 18' 4 SECTIONS 21• E S'-- 5 SECTIONS 21'- 14 X 3/4"SELF DRILLING SCREWS MAY RE USED \F rp 9' 6 SECTIONS 18'- N ueu of yta X s/e':sLls - jaiDESIGN P.BESSURE RATING = + 36.0 PS 9'-3' 5 SECTIONS 18'1 SECTION 21" ` LOCK BAR GUIDES '�-- INSTALLED ON END STILE W-6• 4 SECTIONS 18'2 SECTIONS 21' WITH (4) �1a x 5/e" sMs THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES 9 „19 9'-9' 3 SECTIONS 18.3 SECTIONS 210 n p€r 10' 2 SECTIONS 1B'4 SECTIONS 21' �!' 6 1BT X.6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o 10'-3' 1 SECTION 18• 5 SECTIONS 21' $ ENGAGES IN TRACK REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 3 3 10'-6' 6 SECTIONS 21'- O ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(IMIZ). y u u OUTSIDE KEYED LOCK CENTER STILES SCHEDULE'A' 10'-9' 6 SECTIONS 18'1 SECTION 21" / 2. ANCHORS SLIALL DE AS LISTED, SPACED AS SHOWN ON DETAILS. M. u 11' 5 SECTIONS 18-12 SECTIONS 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11'-J' 4 SECTIONS 18'J SECTIONS 21' A ®� DOOR WIDTHS Or CENTER STILES DRESSING OR STUCCO. ° 11'-6' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® 8'-O'TO 9'-10" 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL in11'-9' 2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO 10'-0'TO IV-10' 2 im 12' 1 SECTIONS 18"6 SECTIONS 21' - SPRING LOADED SLIDE BOLT 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN12'-0'TO 13'-10" J THESE DETAILS ARE NOT PART OF THIS APPROVAL. al o12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE ' " ' " 14'-0'TO 15'-10' 412'-6' 6 SECTIONS 18'2 SECTIONS 21• 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.15•-11•TO 16'-2• 5 12•-9' 5 SECTIONS 18.3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0 1J' 4 SECTIONS iB"4 SECTIONS 21' � ,�,�,, DUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND ® ®. � m Q u m im M�, ASTM E1886E 9r:JAVADIM EAHMAD 96_09. b 1J'-3' 3 SECTIONS 18'5 SECTIONS 21' I3'-6' 2 SECTIONS 18',6 SECTIONS 21' 0 13•-9' 1 SECTION 18' 7 SECTIONS 21" I CML PROOl1CT R6t4BWFD i i Id' 8 SECTIONS 21•- FLA.PE B 70592 14'-3" 8 SECTIONS 18.3 SECTIONS 21' 10'-0"TO 11'-1010'-0"TO -10"" 14'-0"TO 15'-10" C.A.N. 38 I W D n DOOR WIDTHS DOOR WIDTHS 14'-6• 5 SECTIONS 18'4 SECTIONS 21' /luo6pl�no►1e/ 'oI v ' 14'-B• 4 SECTIONS 18.5 SECTIONS 21• IS' J SECTIONS IB'6 SECTIONS 21" � ', lil III III II ® ® �IIIII III III III �y � ung 15'-3. 2 SECTIONS 18.7 SECTIONS 21" l Wim_ _ __ _ �fuT'_i• �2O55 Dy dr0wing no. 15'-6" 1 SECTION IS" B SECTIONS 21" O IV-9' 9 SECTIONS 21'z_ �12'-0"TO 1J'-10"_--� �� -- 16' 6 SECTIONS la'14 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet o(. 5 24 GA.STEEL PANEL- U Z /O FLAPS BENT OVER PANEL cw7 a wN �• •,� fx o 00 0 - 1/2"PUNCHED HOLES ® 4"O.C. '' l 0 y M Q0. a Q as .055'X 2-1/4"X 3/4'X 2' r_ _ cc c0 O ry GALV.STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO j Q W 3 G VERTICAL INTERMEDIATE STILES W/TWO _ _ I {L Z N 0 #14 X 5/8"S.M.S.AND TO ENO STILE 1 J M W/FOUR#14 X 3/4"SELF DRILLING S. I 0. o - - 3/16'POP RIVETS i AT 4"m O.C.(6) FOR 21'STILES (5) FOR 18"STILES M O ® .024"STL PANEL Lij rr1 4 END STILE <J OUTSIDE OF DOOR ti z Hnco L'i A LAA n Z 8 (n O1 p 1 1ST SECTION (H2OTTOM) INTERMEDIATE SECTION TOP SECTIO N -y LL O O 0]z= o Q �Qn -.0 PTIONAL STOP MOULDING c�J Q W�v BY DOOR INSTALLER SOLID BRASS DOOR VIEWER N- STEEL TRACK BRACKET FASTENED BY 'SCHLACE SECURITY HARDWARE N TO WOOD JAMB WITH 6 14%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'LAO SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITfI (FULLY THREADED) FLAPS AND (5)OR(6)3/16"ALUM RIVETS POSITIONED AT Ll'E LEVEL HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X .050"FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET -GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET• END STILE WITH (4)3/16"POP RIVETS _ /B'nL POWER-BOLT BY'POWERS' SOUTHERN PINE - a• 1-7/8-%2-5/8-% 049"STEEL EDGE / / OISTANCE A) 2 MIN. EMBED INTO CONCRETE(J000 P51 MIN.) 0 0.55 5. � CENTER STILE,CLUED AND RNETED 2" MIN. EDGE DISTANCE TO PANEL W/(4)3/16°RIVETS 3/16' ` - 01- MIN. POP RIVETS ":'• .bjt_3/16 ,3/8'DIA HLC SLEEVE BY'HILTI' w S 14 X 5/8'S.M.S. DIST. I 4/HINGE I ° �•°", B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK d 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE I I I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE tic 3000 PSI MIN. C-90 GROUT FILLED BLOCK Ism = 2000 PSI MIN. m o o $o 1.9"X 2.19"% 3.3"X .090" ANCHOR TYPE A OR B STEEL TRACK BRACKETS 1 PER BRACKET SEE SHEET 3 FOR SPACING , I I EE SHEET 3 FOR BRACKET SPACING I Engr:JAVAD AHMAD 1 1 M.PEM 705'J2 OOnplyhplMN1lM iig/IA� $ I �Cjjpi c 7-1 2"% .050° 7-1/2' % .071 1/4-20 SS BOLT38 �mm� Cr/ALV. STEEL INTERIOR SIDE END ROLLER HINGE & NUTS STEEL TRACK CENTER HINGE 14 GA.X 2-1/8'X 1"(STANDARD) 1.82" DIA.X .50"STEEL ROLLERS (STD.) 0 015 �• drawing no. 12 CA.X 3-5/16'% 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS (OPTIONAL) q FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X .50"STEEL ROLLERS (OPTIONAL)— OZ-Z I W/ 1/4-20 X 5/8°TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL) SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM sheet 2 of $ 1-1/2"X 1/2"X 1/8"HORIZ.ANGLE r' m POP RIVETS X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �U o 2" 5 I6'SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, / GALV.S X 5-1/2'X 3'%.104° _ - / EXREEDING 8 FT. IN HEICHT�_ 2"X 2"X I 8 HORIZ.ANGLE Ij 2-3 STEEL WITH 1-1/4" EMBED INTO MASONRY �j / OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT.OR o FASTENED W/(6)Y 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS O w SPOT WELDED TO HORIZ TRACK o 14 CA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-1/2'APART k SUDE FASTENED TO BRACKET 2-1/2"X 4-1/4'X 13 GA.STEEL PLATESF IIST AT 3" C. W/5/16-18 X 3/4"HEX HEAD - WELDED TO 1-1/2"X 1-1/2'X 14 GA ANGLE -- A J CONNECTED TO OFLAG RBfiACKET9ANI P M.SCREWS h NUTS. FASTENED TO TRACK - -- W/3/8-16 X J/4"BOLT& WITH (4) 1/4-20 S5. BOLT&NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT h fSu (STANDARD) TOP BRACKET (OPTIONAL)-/ 0 •t _ - LOW HEADROOM DOOR —� 14 CA GALV.STEEL TRACK t7 HORIZONTAL REINFORCEMENT d R M °o I/2'X 1-3/4"X .058'FORMED STEEL VERTICAL TRACK Q a Q GLUED TO PANEL AND FASTENED TO 2-1/8'X 1°X .OBD" Q dJ h VERTICAL STILES WITH z'x 5-1/2"x .1aa' - I SECTION A—A �, o (2)3/16'POP RIVETS GALV,STEEL NI Q W3� �. FASTENED W/(4)g 14 X 5/8"S.M.S. W N TOP ROLLER BRACKET FOR l LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS ZZ IIORIZONTAL REINFORCEMENT Q W � 1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 83 BM1 I 85 B6 B7 B8 CLUED TO PANEL AND FASTENED TO 6'-D' 18 18 18 18 N/A 1`TO 2"11-3/4 23 34 45" 56 67" .—� /VERTICAL STILES WITH "—1 —— - - _ (2)3/16"POP RIVETS '1 6'-6 21 18 18°21 N/A 1"TO 2"11-3/4" 23` 34" 45" 56" 67"_ X5/16"MEETING RIB 7'-0" 21"21" 21"21"N/A 1"TO 2"11-3/4" 23 34" 45' 56 67" 6 PLASTIC/STEEL ROLLERS 1- 7'-G' 18" 18" 18' 18" IB"1"TO 2"I1-3/4" 23" 34 45 56" 67" 78-1/4' cgi x __� 8'-0" 21" 18" 18" 18" 21"1"TO 2"11-3/4" 23" 34 45 56" 67" 78-1/4" 0° 1.82" DIA X .50" o �W/.44 DIA.X 4-1/4"STEM z w -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM - M x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 1O"O.C. Ui OPTIONAL INSULATIONS: z¢ N 4 BY'DYPLAST PRODUCTS LLC' o EPS-EXPANDED POLYSTYRENE a m rel o DENSITY- 1.05 PCF o m 1.0"X 2.19"%3.3"X .090' � ' Z T-vi N.OA#11-0926.07 STEEL TRACK BRACKETS / -co W OR r 2-3/16"HIGH / 8 OT p I ISO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH / Of S N DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. / ._ O 3 0 N WO----NO-A.#11-0926.06 _ / O Z OR BY'CELLO FOAM NORTH AMERICA' m m w DENSITY 1.03 PCF - N.O.A.OR #10-1129.04 m %-- p N BY DENSITY =O.9 LLC' a -I % 0 DENSRY=0.92 PCF � N.D.A. #14-0311.08 m / / / w ® m _ 14 CA GALV.STEEL ROLLER HINGES FASTENED m S W/(6) Y 14 X 5/8'SMS E m ° ¢ MIN. .024'ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN.YIELD STRENGTII - 39 NSI u ^POL STER PAINTED TPRIMER AND ROP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL d a in c o VERTICAL LIFE HIGH LIQ STANDARD LIFT LOW HEADROOM o=z DOUBLE TRACK ` Y 12 GA.GALV.STEEL BOTTOM BRACKET FASTENED AVAILASLE.TRACK 0__Il4b.$ W/(4) g 14 x 5/8"SMS J/ Engr:JAVAD AHMAD PRODUCT RIENIEVIE0 FLA.PE NL 70592 am0*4 wa IAith' fl." G.A.N. 38 8wtft0a& .. n O BOTTOM SEAL OPTIONS Aaepunoe No S C 4) SEE SHEET 5 20 0 5 VIn�wC.�r drawing no. SECTION A-A R 02-21 SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES sheet Sof 5 REINFORCEMENT m I.f3�N" 1/2"% 1-3/4'%.058' �� o EDGE FORMED STEEL ll� is X 1" �Y N z I-1/2" MIN. DISI. SELF DRILLING SCREWS — �B X I- o OR SELF DRILLING SCREWS Z 3/16"'RIVEX'STEEL RIVETS OR 0 F m I GE DIST. n I m 7� MULTIGRIP W/COME HEAD 3/16''RIVEX'STEEL RIVETS AT 48"O.C. MULTIGRIP W/DOME HEAD f' 3rn - w \ I.\ AT 4B'O.C. Q a REINFORCEMENT O 0 1/2'X 1-3/4'%.OSB" o Gli IL 2.1 1/4'DIA LAC SCREWS 28Y 1/4-.DIA.LAG SCREWS FORMED STEEL O O WO0. CK I �-AT 6"FROM ENDS WOOD BUCK I I� AT fiFROM ENDS - O LL �\ AND 15"D.C.MAX. � I ���, AND 15°O.C. MAX. �� N \ O / I W'STRIP ADAPTER-/ O M ALUMINUM STEEL ADAPTER Q LL Q 6 O $Q RUBBER MSTRIPPING RUBBER W'STRIPPING Q W 50 N 0 01_o --i •{� .040 .224 ILS LII lS 1�I�1.4 .700 348 i—" l'1 1.790 ( BOTTOM SEAL OPTIONS I-� OPTION 'A' OPTION 'B' 00 I SNOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N Q TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN li WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ._ -- y I=-LA VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING Co W ANCHORS STRUCTURE_ EMBED SPACING EDGE 01ST. 8 N 8 HLC SLEEVE BY HILTI CONC. 1-i 4 B° 2' of � m 3/B"CONFLEX BY 'ELCO' TILLED BLOCK ;" B° 3-3 4' p�o STEEL STRUCTURE BY OTHERS 3 B'DYNABOLT BY ITW' CONC. 1-1 2 8' 2_1 2� O Z N 3 s"POWER-BOLT SY POWERS' CON(_ 2" B' 2" 0 0 5/16"X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS' CONC. 1-1/2- LAG -1 2"LAG SCREWS BY DOOR SYSTEM J - AT 12"O.C. CONCRETE Mc- 3000 PSI MIN. Q N¢ IJ+ C-90 GROUT FILLED BLOCK I'm= 2000 PSI MIN. r 0 Z r 5/16"DIA.BOLTS WITH WASHER&NUT -� WOOD BUCK CONNECTION TO MASONRY �p-' �AT 12'D.C.MAX EDGE DIST, g PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO ; 3 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH z 1/4 ULTRACON BY ELCO WITH SPACING OF 12"O.C.INTO GROUT TILLED BLOCK WALL,WITH 2/ -1/4'MIN. EMBED 13'O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4-MIN.EMBED 1-1 4'%2-I/2'K 14 CA 2-1/2"MIN. EDGE DISTANCE 11_1/2" 1-1/2' `--CONT.STEEL ANGLE Ll-1/2j- I� uu �$o 1/4"TAPPER BY'POWERS'WITH SPACING OF 12 G0.GAIV.STEEL 11'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED —FLAT BRACKETS t3'LONG 2-1/8'X I'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 OPNG. 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) 1/4-20%5/6"TRUSS HD. a N W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.k LOCK NUT v- 3/8"LOT BY'ITW'WITH SPACING OF 2J"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 'n 3"MIN. EDGE DISTANCE CONHNUOU$ANGLE TBACK REVERS CONTINlOUC ANGLE iRAGK TRACK K TO WOOD RS(QK TO STEEL TO CONCRETE AND FI ED BLOCK •� C=0 0 3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF x 10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4" MIN. EDGE DIST. —� 15"O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN.EMBED AND AITFRNATE TRACK INSTALLATION 2-1/2"MIN.EDGE DISTANCE s Engr:JAVAD AHMAD e PREPARATION OF JAMBS BY OTHERS CML PRODUCT RENEWED FLA.PE q 70592 r�(7bV alt ad Fkdb 0 1 z FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.-3538 BrldheCbb L' ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED A---NO/S�O�QQ BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF :� RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By drawingno, BUILDING OFFICIAL UPON INSPECTION. 2015 Prl)&"C.w 2 �T.I MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.16' X 62 PSF)/2= 291 Lbs per FL. I O —G MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' X 44 PSF)/2 =355.5 Lbs per Ft. sheet 4of 5 .500 f�-�F.25D u 2 * PLASTIC COMPLIES WITH I I � a L DOOR PANEL CHAPTER 26 OF FBC a I 24 GA.(.024)STEEL MIN, SEE EVIDENCE PAGE Z 1.765IL ,.725 Q 7/16"DIA WASHER C W n 1.144 d W 0o LL! L 0 p 1. 0 X 3/4'SME 21 3/a' I .800 O a Q m yy A C AND 7"FROM ENDS WOW.WIDTH 176 la p q A �` .III I 1 AND 7"O.C.MAX. _ r3ab * EXTERIOR FRAME * INTERIOR FRAME 0 a RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION R 3 N 'I II 11 4 8X34"SMS x p Qw a inI I I ` () / J - MAX. Wu)_o I IIII II \ ® 1-3/8"FROM ENDS u1 1 1)) I AND G-1/2'O.C. MAX. i0 % j t7 qM�1 IIII J BU C� {. % ItIll -i kl :% o :III -175 X.062 DEEP IIII GROOVE .. .. �.•. I- I - III IIII 1 � ap I� O IIII 1/4"POLYCARBONATE LEAN ,�j M I I -BY'SADIC 717.017NE PLASTICS I I NOA j113-0717.01 i I III t0 O 3 LD n GI 00 w 2 0_' �. •. j' a)O 1 Of 4 IIII [- I I OZ tn 3 F E IIII N IIII [,, -- -- ��—_ �,--• - �I 0 IIII 175%.062 DEEP 1111 GROOVErt 0 �i✓rn�� I; 1 (4) #8 X 3/4"SMS INSIDE ELEVATION c �¢ a 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v L z o AND 6-1/2"O.C.MAX. d8 X 3/4"SMS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O ) © a n ® 3/8'FROM ENDS .175 X .062 DEEP B i j AND 4-i/2"O.C.MAX. GROOVE o o o$o BB X 3/4"SMS ®3/8'FROM ENDS -AND 7'O.C.MAX. r_t -___- ry P Engr:JAVAO ARMAD 110DUGT PENEWF.p b 7/16"DBL WASHER - - - - - - - - - - - - - - - - FLA.PI If 70512 �CIVIL -moyb 1�LC1tlri1otM1 $ , ````..- CAN.3538 AooEpl�RM 1V0 'fT� c }' u° DOOR PANEL EXTERIOR � $ $ 24 GA. (.024)STEEL MIN. DOOR PANEL 15/16"MIN. �� O 24 GA. (.024)STEEL MIN. D.L.OPG. a �5 �eNefCO� drawing no. GLAZING BITE 02-21 WINDOW WIDTH sheet 5 of5 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(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] 0160 EXPOSURE B 9'x 7' Door =+26.7 -30.2 ❑160 EXPOSURE B 16'x r Door =+25.6 -28.5 ❑160 EXPOSURE C 9'x 7' Door = +32-.4 -36.6(1 story and max 15' �01:60'ERPOSURE'C 16'X T Door ='+31 0 34:5_� mean roof height) ❑160 EXPOSURE C 9'x 7' Door =.+37.4 -42.3 (2 story and max 30' . ❑160 EXPOSURE C 16'X 7'Door .=t 35.9 -39.9 . mean roof'height) ❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 .(l story and max 15' ' Ell 60 EXPOSURE D 16'x 7' Door=+37.7 -41:2 mean roof height) ❑160 EXPOSURE D 9'x 7'Door=+44.3 -50.2 (2 story and max 30' ❑160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height) Ell 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8 Ell 50 EXPOSURE B 16'x 7' Door =+21.8 -24.3 ❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15' ❑150 EXPOSURE C 16'x 7' Door=+26.4 -29.5 mean roof height ❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30' ❑150 EXPOSURE C 16'x 7' Door=+30.6 -34.1 mean roof height) Ell 50 EXPOSURE D "9'x 7' Door =+33.6 -38.0 (1 story and max 15' 0150 EXPOSURE.D 16'x'7' Door =+32.1 -35.8 mean roof height) 0150 EXPOSURE D 9'x 7' Door =+37.9 -42.9 . (2 story and max 30' 0150 EXPOSURE D 16'x 7' Door =+36.2 -40.4 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) Miami Dade N.O.A or Florida Product Approval# )030�A'0