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HomeMy WebLinkAboutSCHAALMIAM[•DADE MIAMI-DADE COUNTY 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.miamidade.gov/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 member 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•DADECOUNTY Expiration Date: July 21, 2020 is Approval Date: April 23, 2015 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. IIETI-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, P.E. 064n,0K 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 -CI 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 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 Huff icane 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 Ahmad, P.E. Carlos M. Utrera, P.E. 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W hp J `.I C \ z 3 F9 ''I40 F.ifcc.-,14 zo-OL-6o :.I.p a 4 1 3'$ Ugu U p z x z� O coo W .n Nw 4 � O � p U ¢ E � rn�nom, O > O o zr %\ I 7 ry mn,n O 2 nLL W oo zn o alo xr 3 N aFn� ------------ ` - --- 801831)(3 gARAQE DOOR DESIGN PMSSMES TABLE 160.3.1 WIND SPEED CONVERSIONS"' V . rim 1 5. - 120 130 140 150 160 170 190 190 2007 V.,j L '78 Real Amato 0"10 dayroes 93 101 108 1 116 124 132 139 1 147 155 1 For SL 1 rufle perbour = 0.44 uds. aL Linear interpolation is perm tted. b. vd= nominal design wind speed applicable to methods specified in Bxccptionsl through 5 of Section 1609.1.1. C. V,* = ultimate design wind speeds detennined from Figures 16MA, 1609B, or 16WC. TABLE 1609.7(1) NOMINAL (ASO) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN, BOOP HEIGHT OF 30 FEET LOCATED IN EXPOSURE 0 (p$F) 1,14114.11 uL,nmATE DESIGN WIND SPEED (Vj DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND OUST) WidthlHolgW1 181(1 URE ---C- IOO MPH I 1101APR 20 MPH 130,MPH 144up" I 71601413"16(1 I ed MPH I 170 MPH ISOMPH ISO MPH, 2W:MPH Real Amato 0"10 dayroes 9 9 8.7-9.9 30-5-11.4 12.5--14.2 14.7-16.6 17.1-193 19.6-= 22.3-25.2 251-29.5 28.2-31.9 31A-355 :34,8-39A 10 10 '8f-9.4 10 .2-11A 12.1-13.6 142-16;0 1.56 18.9o-212 21.5-24.2 2A.3-273 273-30.6 30.4-34.1 33.7-37.8 14 14 8.0-2.9 9.7-10.8 11.5-12.9 13.5-15D )5.7"17.4 18.0-20,0 24.5-218 ",.33.»25:1 23.9-29.9 289-321 32-0-354 Roof ft% > 10 d"to" 9 7 96-10.9 11.4-12.9 13.7-13,5 6.1�18.2 19-1-209 21.3-24.1 24.3-27.5 27.6-31.2 30.6 34.6 34.2-38.6 31LO-43.0 16 1 92-10.3 10.9-12,2 13.1-•14.6 15.5-17.2 19.7-19.7 20A -22.7j 23.3-26.0 )26.4-291A 29.3-32.6 32.7-36.5 36,4-40.6 78 MPH 851141311 93 Wit 101 MPH 109 MPH 116.MM 124 MPH 132 MPQ 139 MPH 147,34M. 155 WH For Si: Ifcat= 304.8 mro, I,ndlepw hour= 1,6091m1h, I psi'- 47.89 NJO. Nominal Design Wind Speed ft= Ultimate Design Wind Speed per S-11- 16W-3.1 1, For effective areas or wind speeds b -v- thme,given abovi [he load may beinterpolsK otbuwjw use the load associaW with the lower effective ow 2. Table values shall be adjusted for height and exposure by muldplying by the adjustnent coefficient in Table 1609.7(2) 3. Plus and minns; signs sfgaify pressures acting toward and away from the building surfaces. 4. }`legative prcssum.assum dow has 2 fm of width in building's end zone. e kao 5, Table value's include Um 0.6 load reduction factor. Q�.o , 0 -�- ## 1 ax * A TABLE.lW$.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (k) MEAN ROOF HEIGHT &60, Galt ge door labeling. Garage doors shall be labeled with a patmanent label provided by the garage do4 rnanu6cturw. The label shall identify the garage door manufacturer, the garage door mo.del/seiies number, the positive and negative design pressurerating, indicate impact, rated if applicable, the installation instruction drawing ref=nce number, the Florida Produ6t Approval or Warm Dade product Approval number if applicable, and the' applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist form on the label, If a checklist format is used on the label, the door installer or the garap door mamxfiwft= shall mark the selected components on the checklist that are required to assemble an approved garase door system. The installation instructions shall be provided and available on the job site. FLORIDA BUILDING CODE - WILDING, Sth EDITION (2014) a 181(1 URE ---C- 0 15 1.00 ( 121 1.47 20 1.00 1.29 J�.55 25 1.00 1-35 1.61 30 1.00 11.40 f66 35 .1,05 1 A5 1.70 40 1.09 1.49 % J, 1.74 41 132 1.55 1.78 so 1.16 1.56 ul 55 1.19 1.59 1.84 60 1.22 1.52 Galt ge door labeling. Garage doors shall be labeled with a patmanent label provided by the garage do4 rnanu6cturw. The label shall identify the garage door manufacturer, the garage door mo.del/seiies number, the positive and negative design pressurerating, indicate impact, rated if applicable, the installation instruction drawing ref=nce number, the Florida Produ6t Approval or Warm Dade product Approval number if applicable, and the' applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist form on the label, If a checklist format is used on the label, the door installer or the garap door mamxfiwft= shall mark the selected components on the checklist that are required to assemble an approved garase door system. The installation instructions shall be provided and available on the job site. FLORIDA BUILDING CODE - WILDING, Sth EDITION (2014) October 9, 2014 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Mr. Allen Berger DAB Doors, Inc. 12195 NW 98'h Avenue Hialeah Gardens, FL 33018 Re: Series 824 16'-2'' x 16'-0" Garage Door Drawing # 02-21 Wood Buck Anchorage Dear Mr. Berger, In addition to the wood buck anchors listed in drawing # 02-21 for an 16'-2" Sectional Garage Door the 2x wood buck can be anchored into a wood substrate with 1/4" Lag Screws anchors with 1- 112" min. embedment and 3/4" rain. edge distance as listed below: N4A # Drawing # Design Load (Pd) 'Wood Buck Anchor Spacing 12-0110.14 02-21 +36.0,-44.0 psf 15 " ox. Please find attached supporting calculations for your reference. Please note that the above is subject to Building Dept. approval. If you have any questions, please feel free to call us. C.•fUsers[veronica.AFLENG01 tDocumentstVeronicaDocumentsljB (DAB) DoorSIDAB - Wood Buck Ltr 02-21.doc 1235 SW 871h Avenuei Miami, FL 33174 1 T: 305.264.8100 1 F 305.262:6978 1 www.afceng.com I alfaroo q(a7afceng:com • JOB NO.BY __.. • DATESHEETN0. AL-FAR.t�►�►Q C1�RIC�TIID Arca.l- 4f412011 C.. CLIENT PROJECT DAB DOORS, INC. 824 SECTIONAL GARAGE DOOR —Ll.1I Z ! 1-1/2' Mm. EDGE DIST. In o ' :E w y t t`tf 6 20Y WOOD 44 I J t 1/4" DIA. LAG SCBE AT 6- FROM ENDS AND 15"O.C. MAX. px_ t s� WOOD BUCK CONNECTION TO WOOD SUBSTRATE r T - c? 0 X b 5 rC f f Gtv� 1/4" DIA. LAG SCREWS AT 6' FROM ENDS AND jt` D.C. MAX. CAX ER353s y JAVA A 1L1 A.I_'.1 70592 1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305)_ 264-'8N ------ — - — ----------- — --------------------------------- -------------- ------- --- AL- AROOQ CORPORATION C-2 DAB DOORS, INC. L.G.i 824 GARAGE DOOR WOOD BUCK ANCHOR CALC. 7/13/12 --------------------------------------------------------------------- -------------- ---------- ----------------- Drawing # 02-2-1 -------------------- ---------- -------------- -------------------------- --- --------------- ------------ ----------------- CONNECT 2x WOOD BUCKS TO WOOD SUBSTRATE SPAN = L FT 16.167 DESIGN LOAD POSITIVE = Pdp PSF 36.0 LOAD FT (POSITIVE DIR) R = L Pdp /2 LB/FT 291 PIVOT ABOUT POINT B ECCENTICITY = e IN 2.455 RESISTING ARM = d = IN 1.500 PULLOUT ON ANCHOR = T = R*e,ld LIB 476 ANCHOR TYPE: 114" LAG SCREW THRU 2X WOOD BUCK W1 31411 MIN EDGE DIST, EMBEDMENT 1-1/2" SUBSRATATE WOOD ALLOWABLE TENSION = Ta (LB) (C -1) 624 SPACING REQ = Ta / T *12 15.7 USE SPACING (IN) -USE 15" O.C. OK BY INSPECTION// 15.0 11.2 Reference Withdrnurmi mft► ; 11.2.1 Lag Screws 11.2:.1,1 The reference withdrawal design values; in lb/in, of penetration, for a single lag screw inserted in side grain, with the lag screw axis perpendicular to the wood fibers, shall be determined from Table 11.2A or Equation 11.2-1; within the range of specific gravities and screw diameters given in Table 11.2A. Reference withdrawal design values, W, shall be multiplied by all applicable adjustment factors (see Table10.3.1) to ob- tain adjusted withdrawal design values, W'. vY._. 1800 G3f2D3<4 (11.2-1) 11.2.1.2 When lag screws are loaded in withdrawal from end grain, reference withdrawal design values, W, shall be multiplied by the end grain factor; C.s= 0.75. 1.1.2.1.3 When lag screws are loaded in withdrawal, the tensile strength of the lag screw at the net (root) section shall not be exceeded (see 10.2.3). Table 11.2A Lag Screw Reference Withdrawal Design Values (W)z Tabulated withdrawal design 'Values (W) Len th of thread are in pounds per inch of thread penetration into side grain of main member. enetration in main member shall not include the length of the to erect ti (see A endix L). Specific Gravity, La Scre'Vv Unthreaded Shank Diameter, D G 0.73 1/4" 397 5/.16 469 3/8" 7116" 11211 51S ,� ,. 3/4'r 7!8" 1 �� 1-1/$ �+ 1-i14 �, 0.71:. " " 381 450. 538604 51.6 579 668 789 `757 905 1015 11.23 1226 13274 0.68 357 422 - 484 543 640 868: 974 •,1071. 1.009 1x176: 1213 349 413 473. .S3I ":: 600 587 709 G94- 813 913 1 1103 1193 0.58 281 332 381 428 473 796. $93 987 1078 I 116'7 0.55 t 26{i 307 352 395 437 559 516. 641 592664 719 795 869 944 0.51 ?32 274 314 353 394 461 528 734 $0 868 0.49 225: 266 =305... 342 37x3 �t47 53 593 656 576 4 ;636 716 695. 775 752' 0:47°:' 218 205 258 242 296 332 367 434 49$ 559 617 674 730 0.46 199 235 278 269 312 :• 302 341 X08 461 0.44 186 22ti 252` 283 334 312 395 -369 453 508 552 613 654 0.43. 179 212 243 273 302 357 423 409 475 459 ?. 5 574 521; . 0:42: 173 205 235 264 29.1 3:44 395 ` 443. 508 554 600 0.41 167 198 2_76 254 281 332 381 428 490: . 535579,, 0.40 161- 190 218. 245 271 320 367412 4"73 516 559 0.39 155 183 210 236 261 308 353 397 455 497 538 0.38 149 176 202 227 251 296 340 381 438 422 479 518 0.37 143 169 194 218 241 285 326 367 405 461 498. 0.36 137 163 186 209 231 273 313 352 389 443 425 479 0.35 132 156 179 200 222 262 300 337 373 460 0.31 1. Tabulated 110 130 149 167 185 1 218 1 250 1 281 311 407 441 Withdrawal 339 design values (�A for la; screwy connections shall be Multiplied by all applicable, aiY ❑<tment factors 367 Table 1{� AiAAERICAN WOOD Ct; UNCfI