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Home My WebLink AboutNOA- STEEL SECTIONAL GLASS DOOR�CANN BY �C,� J'• - D s'`, p 2 St Lucie County [015 M IAM1•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 i IVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidnde.gov/economy DAB Door Company, Inc. 12195 NW 981 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 juriseiiction. 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 Mater Model 8241811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03105/2015, sheets 1 through 6 of 6, 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: Larke and Small Missile Impact Resistant LABELING: A permanent label wit I the manufacturer's name or logo, manufacturing address, inodel/series number, the positive and negative desi 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 sidetrack, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be consi in the applicable building code negatively TERMINATION of this NOA will occ materials, use, and/or manufacture of the I sales, advertising or any other purposes A this NOA shall be cause for termination ai ADVERTISEMENT: The NOA num expiration date may be displayed in adve in its entirety. red after a renewal application has been filed and there has been no change fecting the performance of this product. - after the expiration date or if there has been a revision or change in the iduct or process. Misuse of this NOA as an endorsement of any product, for I automatically terminate this NOA. Failure to comply with any section of removal of NOA. r preceded by the words Miami -Dade County, Florida, and followed by the ling literature. If any portion of the NOA is displayed, then it shall be done INSPECTION: A copy of this entire N'OA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jobs site at the request of the Building Official. This NOA renews NOA # 14-0814.08 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. 15-0302.01 MtANt•DADECOUNTY Expiration Date: July 21, 2020 - !� Approval Date: April 23, 2015 Page 1 I f 7AP79 ® REVISE & REC: 9';;'; PROVED SUECTED 0 APPROVED AS CORRECTED �_rE This revi&.q is only for general conformance witir th-4 daBIyn concept of fife protect and general compliance faith the information g.en in tna con7act downrMts. Corrections or wrr'n"fis made on t„� op drarginnse 't ya this rev s do not relieve the r Detractor f o o, ZI of a� specTic�ite- s^�';I not [Ants of the mans and specifications. APP inc'.�de approval of an assembly of which the item Is a Gomponc. - Cori tracer is responsible for. Dimensions to be confirmed and correlatedoat o ` to job sste; Int=afion that pertains solely to the fabri�3ures of constac the means, methods, techrnques, sequences and P rfoTnir ail cork lion: coordination of the work of all other trades: and ter po �9 in a sate and salWad`ory manner. DAM—®—®-- SCANNER /BY CL1'.'D v'w 02 L015 St Lucie County MIAMI•DADE ! MIAMI-DADE COUNTY / P ODUCT 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) 3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy DAB Door Company, Inc. j 12195 NW 9811' 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 Produc� 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:11 'C ne Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP�+48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998,/with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, si ed 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 pe number, the positive instruction drawing statement reading ` bottom angle, or i RENEWAL of in the applicable 1 TERMINATII materials, use, an sales, advertising this NOA shall bi expiration date in its entirety. , Mn nent label with the manufacturer's name or logo, manufacturing address, model/series and negative design pressure rating, indicate impact rated if applicable, installation reference number, approval number (NOA), the applicable test standards, and the Miami -Dade County Product Control Approved' is to be located on the door's side track, nSier surface of a panel. NOA shall be considered after a renewal application has been filed and there has been no change .ing code negatively affecting the performance of this product. 1N of this NOA will occur after the expiration date or if there has been a revision or change in the %r manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for )r any other purposes shall automatically terminate this NOA. Failure to comply with any section of cause for termination and removal of NOA. [ENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the Ny be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 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 # 14-0814.08 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. 15-0302.01 MlAMt•DADEeouNTY Expiration Date: July 21, 2020 Approval Date: April 23, 2015 J1�1 Page 1 ( 1 AA;f(IG 79 ® APPROVED REVISE & RESJS VIff ® APPROVED AS CORRECTED ,EJECTED This revi5a is only for general conformance with uae d.•sigo concept &"L':'•o protect and general compliance wtlh the information riven in t'nen carte.; dacumen+ . Corrections ar ccmmenis made on 6;5 shop dr9rlin' q fy- this revi&v do not relieve the co {tractor fro ova of a spec fic�ie ny she l not rno7is of the plans and speciflca.ions. P pr n rv� inc'...:de approval of en assembly of which the item is 'co m o•.rl= Con tractor is responsible for. Dimensions to be confirmed and cofo�s tG o job site; InfMmation that pertains solelytthe nabrication r Of 666 Q• uc- tfle means, methods, techniques, sequences end for dupoTns Of n tuc tion: coordination of the work of all other trad}as: work in a sets and satisfedory manner. DATE: i 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) w Nv.miamidsde.gov/economy DAB Door Company, Inc. 12195 NW 981' 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,/ 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) xeserve 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 Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp w'ih 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, manufactuu`ing 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 # 14-0814.08 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. 15-0302.01 QM1I-DADEC0UNTY Expiration Date: July 21, 2020 !� Approval Date: April 23, 2015 Page 1 � I DAB Door Company, Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under IOA # 11-0414.13" 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-07-4267, dated 06/29/2007, signed and sealed by Candido F. Fonts, P.E. Z. 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-11-3206, dated 02/10/2011, 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-114101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted un I er NOA # OS-0217.02" 4. Test Report oniLarge Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Dooe, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reporton Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and i' ealed 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 # 14-0814.08" 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. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 DAB Door Comp r, C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1. Anchor verification calculations prepared by A]-Farooq Corporation, complying with F.B.C. 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2 00 8, signed and sealed by Humayoun Farooq, P.E. 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 07117/2018. 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. 11 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 DypIast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. I 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 Reportlon Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G15!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 D63 8 of "PVC Extrusion Material", prepared by Hurricane,IEngineering & 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 # 14-0814.08" 1. Statement letter of code conformance to the 5°i edition (2014) FBC and no financial interest issued:by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. 04 15 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 X 2-1/4" X 18 GA. TOP FIXTURE X X 0.1' 6.7-1/2- GALV. STEEL CENTER HINGE W/ (4) 814 X 5/8- SMS /FASTENED DELRON SLEEVE (STD.) -- i��- PUSH NUT `` WITH O /16-1 STEEL PLATE WITH ONE 5/16-18 MS W/ NUT TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS OPTIONAL DOOR VIEWER TO BE INSTALLED ATWITHOUT ANY CENTER STILE 7-1/2" X 3- X .071" GALV. STEEL 1 O O I SEE SHEET 4 FOR TOP BRACKET OPTIONS END ROLLER HINGE 1 W/ (6) #14 X 5/8" SMS I I CENTER STILES O WITHOUT DELRON SLEEVE (STD.) 00 0 WITH DELRON SLEEVE (OPTIONAL) II 7-1/2" X 2-1/4" X .071" 1 O 0 GALV. STEEL CENTER HINGE II W/ (4) #14 X 5/8' SMS LOCK 0 WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR 1 - CENTER HINGE o I' W X .15 nix. LATCH., - STANDARD LOCK �� r 11 SPRING LOADED SLIDE BOLT (BOTH SIDES), ` FASTENED W/ (4) #14 X 1/2" S.M.S. B 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING - GARAGE DOORS ASS DIA. GALV. AIRCRAFT TYPE CABLE h NICO-PRESS SLEEVE W/ A11N. 5 TO 1 SAFETY FACTOR p O 7"X3"X0.1" STEEL PLATE l� WITH #14X 0 SELF DRILLING SCREWS BRACKET STD. LIFT DOOR TOTAL R OF DOOR 'U' BARS AT HEIGHT CONSISTS OF EACH DOOR 2 SECTIONS 18' 2 SECTIONS 21' 6'-9 1 SECTION IS- 3 SECTIONS 2V 7' 4 SECTIONS 21• - 7'-6" 5-SECTIONS-18' - Y-9" 4 SECTIONS 18. 1 SECTION-21-"- _ - - 8' 3'SECTIONS 18' 2 SECTIONS 21' 8'-3' 2 SECTIONS 18' 3 SECTIONS 21" B'-6• 1 SECTION Is- 4 SECTIONS 2V 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3" S SECTIONS 18" 1 SECTION 21' 4 9'-6• 4 SECTIONS 18' 2 SECTIONS 21' 9'-9' 3 SECTIONS 18. 3 SECTIONS 21' 10' 2 SECTIONS 18. 4 SECTIONS 21" 10'-3- 1 SECTION Is- 5 SECTIONS 21' 10'-6" 6 SECTIONS 21' - 10'-9' 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3' 4 SECTIONS 18" 3 SECTIONS 2V 111'-6' 3 SECTIONS 18' 4 SECTIONS 21' 11'-9' 12 SECTIONS 18' S SECTIONS 21' 5 12' 1 SECTIONS 18' 6 SECTIONS 21' I -3' 7 SECTIONS 21" - 12'-G' 6 SECTIONS Is- 2 SECTIONS 21' 12'-9' 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18' 4 SECTIONS 2V 3 SECTIONS 18' 5 SECTIONS 21• i3'-3. 3'-6. 2 SECTIONS 18' 6 SECTIONS 21' 13'-9' 1 SECTION 18' 17 SECTIONS 21' 14' 8 SECTIONS 21' - 14'-3' 6 SECTIONS 18" 3 SECTIONS 21' 14'-6' 5 SECTIONS 18" 4 SECTIONS 21' 14'-9' 4 SECTIONS is' 5 SECTIONS 217 6 15' 3 SECTIONS 1B' 6 SECTIONS 214 15'-3' 2 SECTIONS 18" 7 SECTIONS 21" 15'-6' 1 SECTION 18' 8 SECTIONS 21' 15'-S- 9 SECTIONS 21- - 16' 6 SECTIONS IS' 4 SECTIONS 21' /BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8' X .016" STEEL PLATE WITH (4) #14 X 3/4- SOS CENTER OUTSIDE KEYED LOCK OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE REFER TO SHEET 2 FOR U-BAR PLACEMENT SEE SCH. 'A' r ' 6 IIIIII II�II,III��-�I'(1IIII IIII�I -- I'''I' II�TIII��—I1I(IJI�II�III;I —_ I � I3��--_ ]I� � ' -- I — ~� V �l ME] V •J J I B m W .0 = � o i of _ p C N - U-30-- — 13 ME3 N nI— — OPTIONAL VENTS (3) 5" WIDE AT 7' O.C. MAX. OPTIONAL FLUSH FACE L — A OPNG. AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN STILE 16•-2' INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR R-IN-ST-ALLED #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8- SMS CK BAR GUIDES ON END SHLE - -THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16*-0" High With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF WITH (4) #14 X 5/8• SMS — _ GENERAL NOTES .18T X .6W LOCK BAR — -- _ _ -I. THIS PRODUCT HASBEEN DESIGNED AND TESTED TO COMPLY WITH THE ENGAGES IN TRACK �'� --REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) ON EACH SIDE OF DOOR —CENTER INCLUDING-HIGH-VELOCRY HURRICANEIZONE (HVHZ). ��STILES SCHEDULE 'A' L 8. -0. TO 9' r- DOOR WIDTHS ®0 IC. DOOR WIDTHS IT 12'-0" TO 13'-10" DOOR WIDTHS CENTER SOLES CONFlGURATION DOOR WIDTHS ®OF CENTER STILES 8'-0' TO 9'-10' 2 10'-0' TO 11'-10' _ 2 12'-0" TO iS-10' 3 14'-0' TO 15-10' 4 15'-11'-- 2. ANCHORS SHALL BE AS LISTED. -SPACED-AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE-BEYO_ND WALL DRESSING OR STUCCO. -- --- 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE. IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR ASTM E16 ODES/ S-- EIN �19NCE WITH 95- 201 THE REQUIREMENTS OF FLORIDA ®®� _ BUILDING CODE, TAS-•202, iS-201 k TAS-203 FOR HVH2 MIO �n I` 14"-O" TO 15'-10" DOOR WIDTHS � I I A Ni D l I V0i � DOOR WIDTHS CML FIA. PE P 592 CAN. 3 Q PRENXICr RENEWED ByiQ� C06 1Ae FT0114� EA-cpmm N. S.03 .01 Mi I PIA11M1 r'.MN e � � J drawing, no. 98-05 I fJ `II I I - t I _ I CgroOmo )F�m .• ;�en0O�A •l 07i-, p Wdcchrrozd,k lb0ey�6:biI.yg.�1�mw /Hr2�rcJ•J=�gs�l'O1 '-0• Ir IHz 1 I ' .1 12 I L N ��ll 7 �y�-IiaNao3;��sa NzN I I III I — _— Ni . I iiiII -�e _I; o @k ci aoeo: 0T-23_96 vsons: 224 GA. ROLL FORMED STEEL SECTIONAL GARAGE DRAL-FAROOQ CORPORATIO —N ono 0 escrl Ion ENGINEERS&PRODUCT DEVELOPMENT X10.15.11 NO DAB DOORS INC. 1235 S.W. 87 AVE IJ07.T1.14 No 7 12195 NW98 TH. AVE. MIAMI, FLORIDA 33174FA(3009.16.14 NO THIS SHEET HIALEAH GARDENS, FL. 33018 TEI.(30S)264.9100 5)262.69780 N S SHEET — GARAGr 8No CHAGE THIS SHEET (305) 556 6624 C 05' 1- ia OSDCAB' ) II I 1.074 NOCE 1.074 NOCE -1/4" X 3/4" X 2" ,U.BAR REIFORCING TRUSS OF PANEL TRUSS FASTENED TO TERMEDIATE STILES W/ TWO ' S.M.S. AND TO END STILE 14 X 3/4" SELF DRILLING S. 1ST SECTION (BOTTOM) REINFORCING STEEL iRACK'-8RACKET_FASTENED TO WOOD JAMB -WITH--- 5/16" X 1-5/8" LAG SCREW ` (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. C - eq"ei 1-3/16" I 1.9"X2.19"X 3.3'X.090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 1/2" X 1-3/4' X 16 GA OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 24 GA. STEEL PANEL �� I al FLAPS BENT OVER PANEL-� Z F N �1 P ry 4 O> 1/2" PUNCHED HOLES j 1i D u I 0� v a4"O.C. USE REINFORCING 'U' BAR AT I Q 16 GA X 2-1/4" X 3/4" X 2" TOP SECTION ONLY AT FOUR SECTION DOORS o h 0 GALV. STEEL U.BAR REINFORCING TRUSS -_j_�1 wTRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO b 14 X 5/8" S.M.S. AND TO END STILE---� - W/ FOUR B 14 X 3/4- SELF DRILLING SCR. IT�`i7 Q W P L 1 p 1 7 3/I6" POP RIVETS I AT 4- O.C. I (6) FOR 21" STILES p p0 (5) FOR 18" STILES INTERMEDIATE SECTIONS REINFORCING STOP MOULDING INSTALLER 4 X 5/8" SMS PER HINGE —1=3/4"- X .058" FORMED STEEL GLUED TO PANEL ANO SECURED -TO END STILE WITH (4) 3/16" POP RIVETS----�_ 1-7/8" X 2-5/8" X .049" STEEL' - STILE, GLUED AND RIVETED ,.CENTER TO PANEL W/ (4) 3/16" RIVETS POP f) 14 X 5/8" S.M.S. r 4/ HINGE 16 GA X 2-1/4" X 3/4" X 2' CALV. STEEL U.BAR REINFORCING TRUSS VERTICAL INTERMEDIATE STILES tL TRUSS FASTENED'TO W/ TWO ® 14 X 5/8" S.M.S. AND TO END STILE END STILE I G Z � G ,. W/ FOUR 14 X 3/4" SELS DRILLING SCR. .024" STL PANEL p _ m W (A rn O I TOP SECTION OUTSIDE OF D00 � a O 3 (¢.� � 3/4" x 2" X 2-1/2" X .049" STEEL END STILE. CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE O z C I � ED _j tda Q N Q J SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE'al INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE R--v POSITIONED AT EYE LEVEL 3/8" POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 7-1/2" x .oso'I `1/4-20 SS BOLT GALV. STEEL INTERIOR SIDE 7-1/2" X .OW & NUT STEEL TRACK CENTER HINGE END ROLLER HINGE 14 GA. X 2-1/8" X 1' (STANDARD) 12 C0. % 3-5/I6" X 1-1/2" (OPTIONAL) 7/8" PUSHNUT 1.82" DIA. X .50" STEEL ROLLERS (STD.) FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82" DIA. % .50" NYLON ROLLERS (OPTIONAL) W/ 1/4-20 X 5/8" TRUSS IID. 2.75" CIA. X .50" STEEL ROLLERS (OPTIONAL) — SLOTTED M.S. & LOCK NUT SECTION B-B 2•75" OW X .50" NYLON ROLLERS (OPTIONAL) WITH S" STEM CIVIL FLA. PEAL 70592 302015 PNODUCTRENEWC•D n I a omplyhe6wilYtle ilorid� 1 o o a Aoacnme No SDI soz�al =^��ccn rnr_aIJG£�� o $ o O drawin no. a Ma PIod1C4Ci0pY0( 98 05 POP RIVETS 2- 2-3/4- X 5-1/2- X 3- X .104-. GALV. STEEL If TOP ROLLER BRACKET ON EACH SIDE -FASTENED W/ (6) N 14 X 5/8- S.M.S. \ - 0D TGALV. STEEL ADJUSTABLE SLIDE FASTENED FASTENED TO BRACKET 1V/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET 5/16" X 1-5/8- LAG SCREWS INTO WOOD OR 5/16- SLEEVE ANCHORS WITH 1-1/4- EMBED INTO MASONRY 3 PER BRACKET 2-1/2` X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2' X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS jr \LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2' X 1-3/4" X .058- FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2- X 5-I/2" X .104- (2) 3/16- POP RIVETS GALV. STEEL . FASTENED W/ (4) 14 X 5/8" S.M.S. TOPP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4- X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16POP RIVETS 5/I6- MEETING RIB 1.82" DIA. X .50' STEEL ROLLERS ,,--'W/ .44 DIA. X 5" STEM OPRONAI INSULATIONS: BY 'DYPLAS7 PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.OA # 11-0926.07 OR "..- ISO-25 POLY-ISOCYANURATE DENSITY - 2.0 PCF t N.OA oil-0926.06 OR BY 'CFI I OFOAM NORTH AMERICA' DENSITY - 1.03 PCF _ N.oA #10-1129.04 OR `BY=INSULFOAM IlC' DENSITY = 0:92-PCF N.OA ®14-0311.08 ® 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) d 14 X 5/8' SMS MIN..024' ROLL FORMED STEEL PANEL DRAWING DUALITY G-40 ' MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL a _ ry 12 GA. GALA. STEEL BOTTOM BRACKET FASTENED W/ (4) g 14 X 5/8" SMS 0M SEAL OPTIONS SHEET 5 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUPPORT. CENTER SUPPORT REDD. ON DOORS EX)'1EEDING 8 FT. IN HEIGHT II A�J HORIZ. TRACK LENGTH = 14 GA. GALV. STEEL TRACK 1-1/2' X 1/2' X 1/8' HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 7 FT. �U WITHOUT INSULATION OR WINDOWS. T 2- X 2' X 1/8' HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 FT. OR DOORS WITH INSULATION OR WINDOWS m SPOT WELDED TO HORIZ. TRACK O VATH TWO WELDS AT 1-1/2' APART FIRST AT 3' O.C.. REST AT BRACKET Z W e Q a N CONNECTED TO FLAG ANGLE W/ 3/8-10 X 3/4" BOLT & NUT O o AND TO SPRING SHAFT GUIDE WITH 0 m a (2) 1/4-20 X 5/8' BOLT & NUT IL O Q' 0t v O m 0R VER fICAL TRACK 0 D. 2-1/8" X 1' X .OBO' 41.9 SECTION A -A m OD o QW3LL n LL. Z In o In w DOOR • SECTION HEIGHTS I BRA HEIGHT 1ST 2ND 3R0 4TH 5TH BI 62 B3 84 BS B6 87 68 6'-0' 1 18" 18" 18 18 N/A 1 ` TO 2' 11-3/4" 23" 34' 45" 56" 67" - 6'-6" 21" 18" 18 21 N/A 1' 2" 11-3/4" 23" 34' 45" 56" 67" - -- 7'-0' 21 21" 21 21 N/A _TO 1" TO 2' 11-3/4" 23" 34' 45" 56" 57" - 7'-6" 18" 18" 18 18" IB" 1" 70 2' 11-3/4" 23' 34" 45" 56" 67" 78-1/4" 8'-0" 21" 18" 18 18 21 1TO 2' 11-3/4" 23' 34" _ 45" 56" 67" 78-1/4` •-SLUIIUN] Mt NUMCL—U JI 11— - Ir1L UUIIUM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10' O.C. 1IIII II 1.9' X 2.19' X 3.3' X.090" STEEL TRACK BRACKETS m 2-3/16- HIGH CONNECTED TO TRACK WITH j4) 1/4- BOLTS & NUTS. Eu JJJLLL / m — � m TRACK CONFIGURATION - - - V RTI AV RTI A lye _ LIFT HIGH LIFI LIF1 STANDARD LIj I LOW HEM yROO DOUBLE TRACK AVAILABLE TRACK OPTIONS OPTIONS En9r: JAVAD AHMAO PRODUCT RENEWED CIVIL FLA. PE B 70592 m mmplyir* wi0 Poe H ow& CAN. 3538 BulNiosCOde Aamtu No - 0/ H�2015 Mi'"' •de PRdIrY Crlal �P1 i i I � drawing no. 98-05 2BY WOOD 1-1/2" MIN. �DGE DIST. 0 �3 J AT WOOD lk ENDS CIS I W000 BU/ \1.AT �06"1D1ROC ENDSSCREWS AND 11" O.C. MAX. I\ OPTION 'A' \� OPTION 'B' �/ WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALLATION METHODS .SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 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 VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8- LAC SCREWS AT II" O.C. \. WOOD BUCK CONNECTION TO MASONRY--____ PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO --- GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 12' O.C. INTO GROUT FILLED BLOCK WALL. WITH 2-1/4" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4" MIN. EMBED 2-1/2' MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2' MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY 'TTW' WITH SPACING OF CONTINUOUS ANGLE TRAI 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED TO WOOD BUCK 3" MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF 8" O.C. INTO GROAT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST. 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PARATION OF JAMBS BY 0 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (I6.17' X 48 PSF)/2 = 388 Lbs per ft. MAXIMUM INTERIOR(-) LOAD PER JAMB (16.17' X 70 PSF)/2 - 420.4 Lbs per Ft. B8 X I" SELF DRILLING SCREWS OR 3/16" 'RNEX' STEEL RIVETS MULTICRIP W/,DOME HEAD AT 48" O.C. REINFORCEMENT 1/2" X 1-3/4- X .058" FORMED STEEL W'STRIP ADAPTER �- .- ALUMINUM �J S7 RUBBER W STRIPPING I RU 050 .224 2J IS �J .534 .700 �-4 L 3a �1-1.750-- T 1.790�T STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM \ WITH DIA.411 BOLTS r WITH WAS1iER & NUT I - AT 12" D.C. MAX. BOTTOM SEAL OPTIONS REINFORCEMENT EELIP ( 1 1/2- X 1-3/4' X '058" FORMED STEEL Lm g8 X r ---' SELF DRILLING SCREWS OR Z n q f-3/16' 'RNEX' STEEL RIVETS 0 W MULTICRIP W/ DOME HEAD H Q d AT 48' O.C. O o O w `✓ J j% 0 t V 0o a M ADAPTER 0 a Q Q O'41.2 CO BBER W'STRIPPING IxN Q W;LL N U) ,O,JJIn IL ZU1 -O 8 _ __ANCHOR SPACING ANCHORSI STRUCTURE I EMBED I SPACING IEDGE DIST. 3 8 LC SLEEVE BY HILTI CONC. 1-1 4 _ _B' 8" 2" 3-3 4" 3 8" CONFLEX BY 'ELCO FILLED BLOCK," J 8" DYNABOLT BY 'ITW' CONC. 1-1 2 B' 3' ] 8 POWER -BOLT BY POWERS _ GONG. 2' 8' 2' 3 8' SLEEVE -ALL BY SIMPSONS' CONC. 1-1/2- 0" 3' CONCRETE I'e - 3000 PSI MIN. C-90 GROUT FILLED BLOCK ('m - 2000 PSI MIN. X 2-1/2' % 14 GA ---- _ 1-1/2'—CON . 57EEL ANGLE 12 GA GALV. STEEL C 1/14' X 2-1 /2-FLAT13RACKETS t3' LONG 2-1/8' X 1" X 14 GA " FILLET WELDS AT 12" O.C. INDOOR OPNG. CALV. STEEL TRACK m n AT 12" O.C. MAX. AT 18' O.C. ABOVE DOOR FASTENED - FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE __ W/ (2) 1/4-2OX5/8" TRUSS HD. O w/ 1,1 — — nc AT ceru anc 'CI nTTFf u c l 1 — NIrt I REVERSE TRACK CONTINUOUS ANGLE TRACK --- _ TO cTFFL 70 CONCRETEAND Fl D BLOCK B o d o c z - ALTERNATE TRACK INSTALLATION � Engr. JAVAD AHMAO 1 CrAL PRODUCT RENEwED 1 FLA. PE G.AN. 70592 38 compift W1� Florida se1ldEee Cods � 1 � a Aoocynnce No Q 201Fj F P�T4ron.el cdrowing 98-05 A • i IR PANEL GA. (024) STEEL MIN. 7/16' DIA WASHER 4? '' #8 X 3/4- SMS 11 03/8' FROM ENDS O IIII 1 AND 7' O.C. MAX. 1' `IIII I IIII t ; (4) #8 X 3/4' SMS O 1-3/8" FROM ENDS AND 6-1/2- O.C. MM. I IIII IIII 175 X .062 DEEP ,III �I II I I GROOVE IIII (III 1/4- POLYCARBONATE LEXAN 1 I BY 'SASIC INNOVATIVE PLASTICS' II11 III, NOA #13-0717.01 ci O a � o w W I I 'I'I 1j1j - ,III !II, IIII I'll I I l l 175 % .062 DEEP IIII GROOVE r ill _ ^�I I III I (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS 1 ,II I I AND 5-1/2' O.C. MAX. I I i I ,,_S8 X 3/4' SMS 0 3/8' FROM ENDS AND 7' O.C. MAX. 7/16" DIA. WASHER IR PANEL GA. (.024) STEEL PAIN. .500 m < m 0 m m Z w 0� -� W 1.765 1.725 d OLU o m LO 144 a O 0� a II o m .176 F� �.800 O a Q C * EXTERIOR FRAME * INTERIOR FRAME 0 000 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 LL N {L ZinX IS Jain X me j � 00 (.J = N !' 6 31 co LLJ 0 o K o � ¢ uP _ 0 .0 n w -�... V V V �V E 3 E ZD • INSIDE ELATION a RAISED PANEL EMBOSSED' DOOR WITH OPTIONAL WINDOWS ,� W d8 X 3/4' SMS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION C m 3/8- FROM ENDS O 175 X .062 DEEP v AND 4-1/2' O.C. MAX.. GROOVE o o f o r- - d __ _____ _ _ _ _ _ _ _ En9r. JAVAD AHMAD ' c _____________________ CIVIL OiM17T RENEWED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELA PE 1 0592 PRN'Fp I .�` CAN. 5 8 B•rWEe0Cade 810 Fl i& l a DOOR PANEL � EXTERIOR �D v 24 GA. (.024) STEEL MIN. �^ 15/I6' MIN. O.L. OPG. 4'0 2015 By drawing no. GVSING BITE _ ___ __ __ Mimli PtoiPct Ca'eId 98-05 21 3/4- MAX. x WOW. WIDTH Q � X 18 1 /8" < s O MAX. o N A - 3 0 J ZL L, * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE