The URL can be used to link to this page

Home My WebLink AboutNOA; Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional DoorMIAMI 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 (N" www.miamidade.aov/economy Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 18'-0" Wide with Impact Windows (DP +48.6, -55.0 PSI) APPROVAL DOCUMENT: Drawing No. iRC-9518-180-26-1, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 09/30/2015, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 03/03/2016, bearing the Miami -Dade County Product Control Revision 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, 3800 Greenway Circle, Lawrence, Kansas, model 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 revises NOA 415-1124.13 consists of this page 1 and evidence page E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq 1. Chanda, P.E. NOA No.17-1010.15 MtaMNaane COUNTYINExpiration Date: June 9, 2021 Approval Date: December 21, 2017 Page 1 \ti Att1011105 ggqQ03379 REVISE & RESUBMIT APPROVED ® APPROVED A&vORREC?ED REJtiCTED concept of the This reVi65^! !S anly far Cc"9 1 rF ; :':r:'m'•'t_ c: uu!yn project and gs; are+ c a {u3 tC A u d€n in the contract or ca,t rr is r r t�,ap dral9iiys during ttl!S r� !i"c%J do ? ul Fig': Jea u t? C� 1 r C: r irCri'. C i:r e bd!ih tit$ requre- J seer icaelors. p,z tu'j ! of a crcciisciiem shall not MW.ts Of i ;u a'%ai ly of lul i till .am iz a Component. Con IftCtl de appr tractors responszo' for: Dimensions to be cons med and ca;�e!atud at jab s'sfe infornatian that pe ta!ns solely to the fabrlcafian processes or to rocedures of �nstruc the means, me'd:ods, techniques, sequences and p ton: coordination c4 the work of all other trades: and for performing all WOTk in a safe and satisfactory manner. i aM /)3 BY: MM I DADS = MiAM1: DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, }loom 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 (N"' www.miamidade.gov/economy Amarr Garage Doors dba'Entrematic 165 Carriage Court Winston-Salem, NC 27105 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 18'-0" Wide with Impact Windows (DP +48.6, -55.0 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9518-180-26-I, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 09/30/2015, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 03/03/2016, bearing the Miami -Dade County Product Control Revision 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, 3800 Greenway Circle, Lawrence, ti Kansas, model 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 ofthis 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 perfonnance 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 revises NOA # 15-1124.13 consists of this page 1 and evidence page E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY 1131.1 ...6, NOA No.17-1010.15 Expiration Date: June 9, 2021 Approval Date: December 21, 2017 Page 1 Amarr Garage Doors - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. IRC-9518-180-26-I, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, FIush and Oak Summit Panels", sheets 1 through 3 of 3, dated 09/30/2015, prepared by Amarr Garage Doors, signed and sealed by Thomas L.' Shelmerdine, P.E. on 03/03/2016. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Amarr 18' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0715.0-15, dated 11/02/2015, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 13-0503.08" 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 11/04/2015, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE , 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clean and Color Glass Interlayers" approved on 03/17/2016, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition (2014) FBC and of no financial interest issued by Structural Solutions, PA., dated 11/04/2015, signed and sealed by Tomas L. Shelmerdine, P.E. kt,." 1. (L ."�,- Isha4 L Chanda, P.E. Product Control -Examiner NOA No. 17-1010.15 Expiration Date: June 9, 2021 Approval Date: December 21, 2017 E -1 NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED New Evidence submitted. A. DRAWINGS 1.- None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA.) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 Edition) dated 09/11/17, prepared, signed and sealed by Thomas L. Shehnerdine, P.E. F. OTHER 1. This NOA revises NOA # 15-1124.13, expiring 06/09/21. Isbaq 1. Chanda, P.E. Product Control Examiner NOA No.17-1010.15 Expiration Date: June 9, 2021 Approval Date: December 21, 2017 E -2 I er I TYPICAL TT1P fixTI1RES %i 1 %T_ H Tm Imf1. .4' m V m Vv zAy�® IV¢/Tlrl(a.SVn 1Y+8'VVt • At lD o Arm OD— STnc ie 1IG HWAGrE SHIM _. IE GA DwAG1E HI M YM GLV.V[t ! L2' leG A-T06S AnACIm y An•ApxD TD MD _S An D /o-w V/ m VV . e/Y BIJ®W p1T6lG / m VY . VI• "S•k'^�.�;�--,';. P1662 V/ CU Vf• S Y Nx IUD zvEvi ``\ SOKYi� ......_.. r VY Imf IPAO SaeYi fib#�!i`:5'� ® ]frw mnAwc Buzw Fes," tB iur, zTm av Hll� AnAQED To om aTDE va aI ta• . vY 9AQyDN51i SRl• MWm%A6 � IQ IPA➢ SmsVf p[It CNWRA T Ala ALBFDNfABCD 9WTt S'i B➢.} STRL f�'P'Nra; W A14:5 'M1 T ICAL IWRASAEE CENIER lOz 2 S S, x l4 BA Q IFiW® ATIACI® VAV VI• x Vf• IAQpI-VK/AmH SO¢VS AT FIOI O= F1@StIlE . TYPICAL TIY SECTIIN AIRASAfE END MNCi]PJI-IE4D DVS IT Mmt Gm sTBc DSe J 1 �31a•�PSD• 25a• 1YPSAL 1 LATE DVRASRFE ET!➢ MNGE/ Y 25a• 2➢�' 23j' 25a' � Ia-M IKY • lV2MYIB eI PR-TRBSO Ix1ffi FLEVATIIN MA' S�OSVVf AT Ff IxSrvDfL� � ' NTS ' PAD■TOAI/'%�ri6.II ` LARGE MISSLE DM1 ADAISGBIx IatLFA IMPACT RESISTANT A"— rm0 umt m]mm TAa nnv IM atDE m rzn ssrDil eLTW 1SDOLY ®1 Ve• % B-H/B• 11T-VY BM ¢Cimm -0 B x V B �TIm1RL SiBP 1mLmp GMED STAES �TfACPD Vllx m M DA LavY x LY 4LV, V/ fIAYmEE II'Al 6HE1® ATIXIS AT• M Tm A. HDTIDII ST Q10 S1D2 An— fzlPPlff9 v DKTN1HIe w4 4al AAPIlVj: 1H 1MLRIDi rA¢ v1TN m 0.H41ID FBRs 1w HS.Ao¢i ATlmf9 10 ' uov/aI !na• x lave• - 'our sTm. Hoar BaT am AnAoa To h ! vzM z 19 AnAaPn vlm m TDx ' � 4- IDOR TD l�f6 O@I AT DpAC ME 10P AIID eetld wn. p IIBr V/ tD VI�r YY K% MAD SaaENS P-TWE! • TRACK MOUNTING DETAIL Km ZCf01 AnAtAAn V/ m VI• �I I• l6Jf 1PAp IfN 39EHi®AT C/OI HST HNH SiIlL MID @lleli STDG fU ! t/B'N x a PA axm WLV. SRb x-TA A W SmeTlVafl i6'Itml �A V/ VASi6E tO6V5 AT t Rm STDx Ala m VY + LI• IP]r MAD R6L z6Ni AT CADI RK[tx @]!. Stla. RTAlxe9 V/ SOR01 fp. iE0710N A -A !SIDE NEWT KLS RN DSt9I016@'�6 4AE 61' i Vg 9g• ............ 31H DE9QV PSF T15C LOADS x6 ; UF ' TTjj§ IARLE YPE • . �• d9 ACT AESIlTANCANC E a .. . €E FL ra nB]Ka mn rm�+v.-vr�nznxe nm rw...vmi Y®S2 /D5o Am= HffiLfi (24 OA) tooD, IZDO YODSL /6oS IYAH9 O{L SOYIpL (E{ G1�o00. EOOo �i 1LL'9. 1xe eli S01➢R P 9E �.IPI HT WI HOE W/D/IS BAL�VIpOP1Bp®A y � 8 oN®Ct W1 cm P7/9/IS X-•T•r1O�IW-AIII 9WI OF 0 IS SPECIFICATIONS AND N01M I. ALL THE LOAD FROM ME DOOR IS TRANSFERRED T TO ERE VERTICAL TRACK, G1LV STtia niERlmi IIPACT VDOOV TAME MOM THE TRACHORIZONTAL 0 LOAD A TRANSFERRED) RED N THE VERTICAL E LOAD INTERIOR OF GARAGE, acy sTEEL C "Or— TIPAET wDOOV TEAL V/a• TRTE m GI= THE R FR JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD XTRANSFERREDEACH VEILFROM THE DOOR NAIL YAOM ie'0' 24 w Sltb IEUG SImR 2. 37.4 BS/F CAL JAMBS RECEIVES MAlODUM DE9GN LOADS OF: 9 ' A DOOR AND HM H ARESTANDARDS WILLS S SET F, TH BY D URED SMA. Va ClW ANL1Lm liAfS AND INSTALLED NS ALL BE 2 AS (. FORM BY DASMA a9p' iMll3 m DGIvaAYDt A U.KD SECTIONS SHAH BE Y4 LY STER) LTJL IXIEUOft SION OmON LOADS®'ReauCr oWmt,W S. DOORS FORMEO, 1Y/ BAKEHIGH ON ST OF (4) SECTIUlISHONS -437.0 LBS/Fr SHE NOTE 2 ��y—• ' S. DOORS UPN R-T NIGH CONSIST OF (4) SECTIONS AS SECTION. -499.0 LBS/Ff A-pdserNi IZ-lal0• (S IIGEDR.m n-Gm USE (1) S I/2' R-MUSS AND 1 s STRUT ON TOP SECnON, psl„ty TURAL AT1C2M (1) 6 1/2' R—TRUSS AND (1) 4 BOTTOM M TRUSS PER INTEOJEDIAIE SECTION, ' - M S 1/2• R-MUSS ON ME BOTTOM SECTION •- 23/16• x Ve' SaaV - Ozm 19 B. A REGISITR STRUCTURAL ALELEMENTSENGME SHALL BE ID WADS [ASiFN f}{E O[rOtoiN fgACf W�py IMIE 10 BY A REOTSM[D PR(1FE55NONAL ENCPGFII2 FIXt MTND LOADS I7� SR6 pEI�RRG OwrcT VY®V rRARL INDICATED ON TIC DRAWING IN ADDITION TOOTHER LOADINGS. a W61• x 1/e' itGeV - 115E0 TO rAtlT31 pELD2ATlVE RASTR I¢>m Vp1IDV FzmE TO Tim ASfpalT 7. THIS ON REWIRES THE MANUFACTURER N DO TESTING OF ALL COILS USED TOFABRICATE DOOR PANELS UNDER THIS Ta NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE SECTION 11-11 THPACT VOTIDV DETAIL CUT FROM EACH CEL AND TENSILE TESTED ACCORDING ToASTM . E-B BY A DADE COUNTY APPROVED LAB SELECTED AND PAD BY THE MANUFACTURER' EVERY 3 MONTHS, 4 TIL(ES A WEAN. ME MANUFACTURER SHALL MAIL TO THIS ORT2'A COPY OF THE / TEST REPORTS VIM CONFI MATION THAT T11E SF--.S ,ELT- IB-LB' DLO SELECTED FROM CONS AT THE MANUFACTURER PROOUCTIDN - FACUMM AND A NOTARIZED STATEMENT FROM THE 'TDP SECTION MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34ADO PS OR NOIRE SMALL BE USED N MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. ' SO-e/ DLD / YZ ugg/ /999 Z6 gug / 04ACT GLAZING FASTENER DETAIL turcvucn ATE SF[imu N.TS r I GLAZING MEETS ASTM E1300-04 WOOD JAMB ATTACHMENT TO STRUCTURE RW �016�T6 Old SI S/Te• % T IM I.RFWS sIA-o e• — — TIER ,G• a.G. (I I/Y D®ELRE/R NII71 IMMIX BOLT s/9' z {• SWOWG e• M ET1CO TIEN 2a' OL (2 t/Y L1BSB4Rx7 ID]I SEEVE T 3/8 M % 2-J/4' 6TA91VA a• Emu ENDS THIN t0' O.G M 1/a' 00LTMBR) RN/RWRT BEPHEAD OHI-Bt&T) s/e' x 4• sfAONe e• Fliou ENos TBH Ie Dy (2 ,/2• EMBOOMEO O 2 M e ��, .�.�N —gumpar TD NGx� my e_ve ,MnY ' SIMPSON 1/4(, US' % ]' TOEN SE—EI SARDIq e• FROM 0ffi, E PARS OF FASTENERS (S• APART) AT r dG. 1/1• EA®FDEIWI) HLT 1/4' x 2-J Y kYIRL-CON Ea ealOTs 9QRILN0 B' FROM ENDS ME PARS OF FAShTGFIB'(]' APART) AT B' 0.G (I I/• D®EDMFHG ImD SIFAVE ANCIXIR s/e• % 2�/4' ST—ING e' I%M B TER IG• = (1 1/4• ENSCHIDIT) (OK USE FAWBG619 FDR HOUOM c-m mDOO •IAOG'AND BOLTS TIN BE WUNfER5111M TD MOVDE A FLUSH MOUNTING SURFADE1 •pRlu` R TIGN OF WWp JAM85 . ORRRS Y'DOG PE awe NoIwT s GR`AR" UGGK V2' m 2-2//KR - 1-VEF HIM 4' axe AWB TMP• s• IN! �.�riu�:t.�w'f'•. �S,SSi��k`�� ,'fi`c=o6F'la��i:YF��4lif�Y�t�.�. IA�i�"�t'�P5lu�i" MOWN, -+.��gag �ft� III II II II li II c , —r i f� FnJYi' 1