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Home My WebLink AboutNOA - STEEL SECTIONAL DOORil, MIAMI•DADE i� SCANNED BY St Lucie Geac. OV MIAMI-DARE 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 Overhead Door Corporation 2501 South State Highway 121, Suite 200 Lewisville, TX 75067 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: Series 170/180 Steel Sectional Garage Door up to 16'-0" Wide with Optional EPS Insulation and Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 411056, titled "Series 170,180WL, WS9, 16' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision P3 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Dwayne J. Kornish, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & 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. I£ 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 # 14-0825.07 and consists of this page 1, 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: 16-0617.07 Expiration Date: September 8, 2021 Approval Date: September 1, 2016 �� j�fr�j116 Page 1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Drawing No. 411056, titled "Series 170, 180WL, WS9, 16' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision P3 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Dwayne J. Kornish, P.E. B. TESTS "Submitted under NOA # 11-021L05" 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of a 16'x 7' Model 8024/8124 Galvanized Steel Sectional Door System, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2047W-2, dated 05/17/2007, signed and sealed by Ramesh Patel, P.E. 2. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of a 16'x 7' Model 8024/8124 Galvanized Steel Sectional Door System with Impact Resistant Glazing, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2049W-1, dated 11/09/2007, signed and sealed by Ramesh Patel, P.E. 3. Test report on Forced Entry Resistance per FBC, TAS 202-94 of a 16'x7' Series 180 Sectional Residential Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1016, dated 05/26/2001, signed and sealed Arshad Viqar, P.E. 4. Test report on Tensile Test, per ASTM E8 on embossed steel, prepared by Certified Testing Laboratories, Inc., Report No. CTLA 1672W, dated 05/22/2007, signed and sealed by Ramesh Patel, P.E. 5. Test report on salt spray exposure, per ASTM B 117 on G30, G40 and 690 coupons, prepared by Environmental Testing Laboratory, Inc, Report No. 9100550287, dated 03/13/2006, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA # 11-0211.05" 1. Anchor calculations and commercial track design verification prepared by Overhead Door Engineering, dated 02/08/2011, signed and sealed by LeRoy Krupke, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 16-0617.07 Expiration Date: September 8, 2021 Approval Date: September 1, 2016 E-1 N Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. Test report on Self Ignition Temperature per ASTM D 1929 of EPS foam plastic, prepared by Omega Point Laboratories, dated 05/17/1991, signed by William E. Fitch, P.E. 2. Test report on Surface Burning Characteristics (Flame Spread and Smoke Density Index) per ASTM.E84 of EPS foam plastic, prepared by Omega Point Laboratories, dated 07/30/2001, signed by William E. Fitch, P.E. 3. Notice of Acceptance No. 12-0605.05, issued to Bayer MaterialScience LLC, for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. E. QUALITY ASSURANCE 1. ' Miami -Dade Department of Regulatory and Economic Resources (RER) F. STATEMENTS "Submitted under NOA # 14-0825.07" 1. Statement letter of code conformance to 2010 and 5th edition (2014) FBC issued by Overhead Door Corporation, dated 11/14/2014, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA # 11-0211.05" 2. No financial interest letter issued by Overhead Door Corporation, dated 08/08/2011, signed and sealed by LeRoy Kxupke, P.E. oe f24��t� Carlos 1VL Utrera, P.E. Product Control Examiner NOA No 16-0617.07 Expiration Date: September S, 2021 Approval Date: September 1, 2016 E-2 I 8 7 6 5 4 3 2 REVISIONS NOTES i 13 GA HEADPLATE //�� 1. IMPACT RESISTANT GLAZING SYSTEM MAY BE ALA 13 CA HORN ANGLE E DaoR 20 GA CENIF7i STILE INSTALLED N 70P OR INTERMEDIATE SECTION (WnH A OR WITHOUT DECORATIVE NSFRTS). GL.WNG SHALL tg CA END STILE ECT BE t/4' MAKROIW-AR Pd1)11 ONATE OR EQUAL N (MIAYI-0ADE APPROVED). tlAX1MIM GLAZING OINENSIDNS SHALL BE 1&Ss' A 12.2e'. SFE OOTAL E D ON SHEET 2 FOR ASSEMBLY DETAILS 15 GA MIN HORIZIVD 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF TRACK B' O.C. MUST OVERLAP TOP AND BOTH ENDS OF 5/18A7-5/B' TJ PANELSNDAUM 7/IB' TO MEET NEGATIVE LAG SCR PSHOWN) I KEY LOCK. S11DE LOCKS, OR OPERATOR REQUIRED 13 GA MIN VERT [ m 1 r' 4. SECTION STEEL TO HAVE A MD&LIM 24 CA TRACK = •• THICKNESS WRH A MINIMUM G4O COATING AND A 4 IGNMO4 YIELD STRENGTH OF 33.8 KSL 4 m 5. THE DESIGN OF THE SUPPORTING STRUCTURAL C ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFE410NAL OF RECORD FOR THE GUIDING OR 1/a..2D.9/Ig' TRACK B 7Yp STRUCTURE AND IN ACCORDANCE WITH CURRENT BOLT AND 1/4-2D HEX ) BUILDING CODES FOR THE LOADS LISTED ON THIS NUT AT EACH JB-US DRAW HO. JAMB BRACKET LOCATION FOR DOOR JAMBE ® 9. WOODMUM m W W NO. R O MINIMUM 2>A N0. J SOUTHERN TINE REFER TO SHEET Bd-5/e' LAC 3 FOR ATTA2MEKT TO SUPPORTING STRUCTIRRE FOR SGRCV AT EACH N' DIRECT MOUNTING OF JAMB BRACKETS TO OTHER JAMB BRACKET e SJBSTRA71D-, SEE JAMB DETAIL SHEET 2- FOR NOUNRK: `f CON11 NOUS WALL ANGLE, SEE YD C C CONTNCUS .WALL ANGLE DETAL SM T S 7. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP m BRACKET SHALL BE A 13 GA LHR 7/4 TOP ERAIXET WITH A MIMMUM OF (3) 1/4-14K7/B sF1F DRRLINC IS CA STIFFENED \JAMB BRACKETS ORIWTITE SCREWS IN LIEU OF THE ERALI�T SHOWN ON THIS DRAWING. U-BAR 04 TOP SECTION SHALL BE SEE SCHEDULE FOR INSTALLED ON TOP OF LHR TOP BRACNEM QUANTTY, LOCATION. AND TYPE 4. PRODUCT RENEWED & LCUVE.RS MAY BE INSTALLED ON THE DOOR IF THE p as complying with the Florida TOTAL AREA OF THE LOUVER DOES NOT EXCEED 1'. KEY LOCK OR SUDE LOCK BMgdirig COdo SQUARE INCHES. EACH ENII (NOT REWIRED WITH OPERATOR - SEE TV NOA-No. 15-0617.07 9. DOORS W N DECORATIVE OVERLAY ARE UMM TC NOTE 3). SUDE LOCO D 09/08/2021 AA SIZE OF 12' WIDE BY W HIGH FOR THUS OPTION SHOWN FOR CLARITY f EEf 6Lplmtlon a AMF. 10. 114 LIEU OF THE SHORT PANEL EMBOSSMENT I. m, o Ml Mlamf-0a Pfodoet Control BROWN, LONG PANEL EMBOSSMENT OR NO EMBOSSMENT MAY BE USED. ® (4) SECTION SOLID Now. 1B' DOOR sNOWN. SEE ODOR SHOWN. SEE SHEET 2 ga7 SHEET 2 FOR HINGE AND STILE 11. T795 GARAGE DOOR HAS NOT BEEN TESTED FOR® FOR U-BAR LOCATIOID+ ON AIR INFILTRATION. DOORS WITH OTHER SECTION .� LOCATIONS ON OTHER SIZE DOORS. QUANTITIES AND SEE NOTE 1 THIS SHEET FOR CASING •\ B B GPTRPM SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) 10-0 ALL +230.0 -2600 12'-Cr ALL +278.0 -3120 14-0 ALL +32L0 -3840 15'-0' ALL 1 +345.0%380.0 ALL I +361L0 -418.0 APPROVED DESIGNS COIFIWRAIMN A MODEL DESIGN EMB 173 SHORT PAM! 174 LONG PANEL 176 95 SHOR7 PANEL 10 SHORT PANEL- INSULATED 184 LONG PANEL- INSULATED 1 5 OR A L- INSUU • 3-70 INSULATION IS EXPANDED POLYSTYRENE IN COMPLIANCE WIN CHAPTER 20 OF THE FBO 8 7 JAMB BRACKET SCHEDULE DOOR HECNT NO OF SECTIONS __ FROM BOTTOM BRACKETS of gCMALL OIMENSDNS t x7 EACH JAMB) e-e a J - 4 - JB-us T-0 a 7 m-US , to JB-US . 21-] s JB-US , - a JB-US , 42 JB-Us 52-1 JB-U , e3-1 4 JB-US) JB-U , 1 Ie- J -US Us - 4 I15 . 29-3 4 JB-US ]9 JB-US , 4B JB-US , 57-1 2 M-US , 7e-1 2 J 5 e-0 BELOW NOTE, (JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2bJT/I9' TRACK BOLT AND NUT AS SHOWN ABOVE ALL DOORS GREATER THAN E' IN HEIGHT OR WITH DECORATIVE OVERLAY REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SHEET 3 FOR DETAILS. SERIES 173-176, 183-186 SSURE RATINGS APPROVED SIZES RE(PSF). 46/-52 MAX WIDTH: 16' �.o,.o..0 ..m�moo FlNI HIED: YES (HVHZ) MAX SECTION NEIGH7L 21 _-„_� z11 ro �oD *.°°°%•°Ds x 3 •1 UNR `r �� •ow'lR Sm 4mB -.DES � = A7 MFAS �a.I ,1Do a10 � TIFF PAC II.fD ON x l/1e ANR6 A .6' 6 5 4 3 STATIC PRE DESIGN PRESSU IMPACT/CYCIC R i SrXIE OF " • ��'4A. SS,�ONAL 1 L�G`` 1 �g DWAYNE J. KORNISH, PE 2501 S. STATE HWY 121, SURE 200 LEMTALLE, TX 75D67 FL PE 77945� sAnca 11/30/10 �S TES 170, 160WL wS9, 16' MAY WIDE FlNERMN 7/15/11 :a D-411056 TJONG 7/15/11 sm 1 2 1 Eo W- - -i..o w 8 7 6 5 4 D NOTES 13 CA ROU.M SLIDE ATTACHED TO BRACKET WITH S/1R-18 BOLT & NUT mWAp rnrr.t A[mWm4TF M6>f [LCINXA'S IN CENTER SLOT AND 1/4-20x9/16' TRACK BOLT & 1/4-20 HEX NUT THROUGH ANY TWO AUOMNG HOLES _ r^ y-eAR 021fiM (2 17 CA COM/ERCIAL'A' 1r FRAME TOP BRACKETS EACH 1 I B) SECTION DOORS WD D ATTACHED WTIH (4) 1/4-14x7/8' I: � (16) 3S IM 18 GA SO KS U-BARS SELF DRIWNG CRIMPTITE SCR �• / LOCATED AS SHOW ADD (2) i/h14x7/8' DETAIL A u'2' a u• - SELF CRMPnTE SCREWS f%2DJIx0 (INSDE OF EACH INSIDE END MING _ (7) SECTION DOORS WNN _ I (14) 3' 18 GA 80 LOCATED SAS SHOWN to T 2' STEEL ROLLER WITH 9' GRACE I 1 1141 OR EQUIVALENT — -0 I • ( 7/16" PUSHNUT AT EACH ROLLER !• o0 LOCATION. 1 4• MAX BETWEEN r PUSHNUT AND BRACKET OR HINGE S6) SEGTIDN DOORS WI (11 14 CA IYDE BODY ENO I ' (12) 3 18 CA 80 KS U-BARS (W�4NGES GCN ATTACHED W,H LOCATED AS SHOWN uQwN}CPJ17+tPTffE SCREWSDETAIL -®- (5) SECTION DOORS VA C • • r (10) 3' IS GA 60 LOCATED SAS SHOWN 14 GA WIDE BODY INTERYEOW7E HI GE PRODUCT RENEWED ATTACHED WITH (4) _ 1'4-14Y7/B' SELF DRILLING 4 SECTION DOORS WITH a3 Comp leg with the Florida CRMPRTE SC,R@NS (1B) @Bx7 { MIN OPTIONAL NON-STRUCTURAL () Bulldln9 ode STARA F� SCREWS WIN (8) 3" IB GA BO K51 U-BARS DETAIL C STAINLESS BACKED / , DECORA. OUTFtt WINDOW LOCATED AS SHOWN NOMNo. 16-0617.07 RUBBER WASHERS � 1RIM 09/081=21 ATTACHED V47 (BRACKET 'PDLYCARBONATE ExplraflOD SELF'WTIN (3) 1/4-t4x7/B' - t/8' DEAD GE sF]F DRILLING CWY TE SCREWS uLTRAldJ1ZE 1 - (2 THROUGH STRUT AND RRAIX SSGOGOAC L-- ATTACH U-BAR WIN By STRUC T (2) 1//4-14x7/8- SEtF Mlaml duet COOt701 A O1 BOTTOM BRACKET SEALANT OR DIVI CRIMPTRE SCREWS ATTACHED WiH (� EQUIVALENT AT EACH STILE LOCATION, TYP. 14x7/8' . DRILLING CRIMPTITE SCREWS THROUGH c STRUT AND BOTTOM BRACKET '•\ FACER STEO. ` �� I I // / / NN GAND (1) 1/4-14x5/8' SELF B DRILLING SCREW OPTIONAL V/ (/ DECORAAnWINDOW �MNETt/, E J If !!®DUPSON MIH�18N 200D PSI �1 pFOR EACH JAMBRACKET LOCAJABBBRAACK";till BOLT A1/4-20 HEX NO !J/f!/7Plb- 1-5/8' T X POLYSTYRENE INSUTA HIPS BACKER TRACK DWAYNE J. KORNISH. PE 2501 S. STATE HPTY 121. SURE 200 CONCRETE MQUNETNI DETA "SVILLE, TX 75067 fi FL PE 7790 ZL 242R EXTER STEEL FINISH RKIw..o.op.A oMMmR WIKAE N/A a.mT31 +D♦ De/�/-mD30.1 ,y[ =7D NSAWICKI 180WL RCTIM TFOR ISO SRFNumm. lYNIT OF W,11AX WIDE EvaZ m E'sum .FERAN 7/15/11D-411056 RET OW'O OSED ON �� ! I/18 Av¢ts: t .s O FAOf NONE F. TJONO 1 7/15/11 m 1 2 B 7 6 5 4 3 2 11 8 7 6 5 4 3 D NOTES MAX SPACING OF ANCHORS/SCREWS PER JAMB ON) 13 GA MN TRACK 3/B" SOIPSON "N 3/B" 9MPSON 11TEN CONTINUOUS .SCREW ANCHOR lO HO SCREW ANCHOR TO 3/8' X 3' LONC WALL ANCAE MINIMUM 21X10 PS MNIMUM 2000 P9 LAC S(AEW D 1 PIATE CONCRETE GROUT FaleA A ((SEE no TE 3 y I (SEE NOTE 1 BELOW) (SEE NOTE 2 BELOW) ` 14• MIN 11 DA •1{3) 1/4'-20 TRACK 22 19 78 MAX pUP uff CARRIAGE BOLT 1.WON 1/4'-2O NUT MINIMUM BASED BN 3/B" DEPSON r 2- 1HEAVYV A DUTY SCREW ANCHOR WITHTAN A 1" O.D. WASHER INTO CONCRETE WI7M A _ ZADEMBEDMENT318" DEPTH OF 2-3/4' AND A MINIMUM ANCHOR DISTANCE OF Z-3/4•. �p�d!P 2 BASED ON 3/D' EMBEDMENT DEPT T7EN F3 A MI SCREW GE DIET WITHNCE A 14 D.9. WASHER INTO GROUT FlNCELLED CF 4 . BIATNc oETAIL A MINIMUMASONRDEPTH SHALL 2-3/1', A MINIMUM PO DISTANCE OF 4•, AND A MINIMUM END DISTANCE OF 4'. CONCRETE N 3,%Y I MET STALL CONFORM TO AETM NTH AND GOUT SHALL CONFORM TO As1M C479, I3.a BASED ON J/B' DIAMETER x 3" L0.VC LAG SCREWS W1TH 1' O.D. WASHERS WITH A 1-B/J2' THREAD PENETRATION INTO SEASONED CRY WOOD SUPPORTING STRUCTURE YNTf NSW -- 0 MIN 17 GA CUP 4. PROVIDE OUANTTY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED 70 MAMAW MAXIMUM SPACNG AS SHOWN IN Z TABLE WITH A MNIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF B' FROM THE END OF THE JAMB. IY CUP DETAIL 3. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +207.0/-2340 LBS PER FOOL NAX IHhS SHEET (1) 1/4'-20 TRACK 6. CXART INCLUDES A SAFETY FACTOR OF 4. 13 CA MIN ` OR CARRIAGE BOLT 7. DOOR JAMS TO BE MINIMUM 2xS NO. 3 SOUTHERN PINE LUMBER (MIN) MWNTEJI DIRECTLY TO SUPPORT STRUCNRF. CDNDNUouS METH 1/4'-20 NUT & DE94J OF THE 91PPORT STRUCTURE SHALL BE 7XE SALE RESPON9BllTY Of THE BUILDING OESICNER AND SHALL BE OESIONED FOR THE LOADS LISTED W NOTE 3. 12" WALL 'WGLE TRACC B. SCREW ANCHORS OR LAC SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUC ION& TYPIGL Q1P M4l niNG OETAR 12' AX 2 3 4' C ,1 YW ED 01 5/16� UG $CREW INTO 2 x 8 LUMBER AT EACH p"T EACH H0.E LOCATION 12" MAX TRACKA l3JP$ TD BE fTMER 3/B' S01PBOLTEDOR AElOED. SEE HD,2-3/DETAILS THIS PACE EMBED IN4L72NW5 WALL ANGLE 2000PSI/4-20x9/11 TRACK B0.T FOR EACHND1/4-2D HFJR NUT LOCATICIRACK Cu ®CONTINOUS WALL ANGLE DETAILS [am rim 1 0 1 N 1 0 it' MAX 'MOTH \! Ui .T91 +JIW/-JIN ND1aDtS 3 y OW M .SDa i�.006/-LOOS x t .1 avrn Jia9 .. /-Jxa Jac s .m .CQ = D10 4 I 3 1 PRODUCT RENEWED as complying with the Florida Building Code NO/MNo. 16-0617.07 Expiration a 09/08/2021 By Mia-PVTFProduct Control MEN C win ``,,L\LL III FFF/ No. 77M %�O ••' STATE tJF DWsYASNEOAL N�O�NISH�P' 2501 S. STATE FIWY 121. SUITE 2DO LEWISMLLE, TX 75057 FL PE 779 t/30/toSRES6W9,171(6W 7/1, WIDE -411D 7/15/1 1