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HomeMy WebLinkAboutProduct ApprovalMtAW:MD2E FILE Copy MIAMI -DADS 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) mmm.miamidade.Roy/economy Amarr Garage Doors 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 riot 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 Coda, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 18'-0- Wide (DP +42.0,46.0 PSF) APPROVAL DOCUMENT: Drawing No. IRC -9518-165-26-1, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels", sheets I through 3 of 3, dated 06/02007, with revision C dated 0410212:013, prepared by Amarr Garage Doors, "signed kud'Yo4led -by Thomas L. Shelmerdine, P.E., hearing 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, 3 800 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 it 17-0517.11 and consists of this page 1 and evidence page E- I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jshaq I. Chanda, P.E. MAP!DADECOU[-iw -- RECEIVED NOA No. 17-1010.28 Expiration Date: October 4, 2022 FEB. 0 6 2010 Approval Date: December 28, 2017 Permitting Department Page I St. Lucie County Amarr Garame Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. Evidence submitted in previous files A. DRAWINGS "Submitted .under NOA #13-0503.050 1. Drawing No. IRC -9518-165-26-1, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/07/2007, with revision C dated 04/02/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 12-0228.04 1. 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 # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under]VOA # 12-0228.09" 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/1312011. signed and sealed by David W_ Johnson, P.E. "Submitted under NOA # 07-0820104'' 3. 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 Test per FBC TAS 203-94, along with marked -up drawings, prepared by American Test Lab, Inc., Report # ATINC 0604.02-07, dated 06/30/07, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI-07-T735, dated 06/26/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS "Submitted under NOA # 12-0228.04" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, 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. None. F. STATEMENTS 1. Statement letter of code conformance to the 5"h edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 05/08/2017, signed and sealed by Tomas L. Shelmerdine, P.E. I tol k - C4, I. -N. 19haiq1V -Cbatfda, T.E. Product Control Examiner NOA No. 17-1010.28 Expiration Date- October 4, 2022 Approval Date: December 28, 2017 E -1 Awarr Gamae Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. 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. None. E. STATEMENTS - 1. Statement letter of conformance to FBC 2017 (61h Edition) dated 09/11/17, prepared, signed .and -sealed by Thomas -L. Shelmordine, P.E. - OTHER 1. This NOA revises NOA # 17-0517.11, expiring 10/04/22. UhAq 1. -Chaijida, F.E. Product Control Examiner NOA No. 17-1010.28 Expiration Date: October 4, 2022 Approval Date: December 28, 2017 E -2 5 Im R Ado VI R M NMI, m WAD st=wz M 14.. 3V4q= WAD SCREVS TYPICAL RE FIXTURES r 1 PRODUcom9 with the Fiorlda s MOdingp,rCT 1do RENMED m w; row"flavi NOA-Nc6 17-0517.11 l*Q"**l*wilktbevk" 101 . M2022 f"Hwisass MJCAL FE END RUNGE expiration A"PkwNa Arm. Zqdnwio I . ov Hm A/ —l ll f. 3' 906t. STWr AMCHCO cpnm& w IN= ELEVAMN MT.% mm ROLT %A X lb 144& ZVASAFE R - WK MOUNTINGDETAIL GIM ATrAMM V115) lr4X 3f4' M HEAD ZCIZEVS W, PM aquisft clak m vwls Ampht3col 02w= Z SIL Mimesr- 6066&bg 09"is c6ft • 17 CIFTMNAL Vw0a mls. 5; 2 OHLARGE MISSILE ME0&snua. va ME AMAMS W fMPACT RESISTANCE = GNU , =6 mmw &T=IW =ON 04, M IN SUBSTAUT& ED 04 CALV. STML WVPUI MW US =US ATrACO Hmwgr""20,sam rR0=L4W VESCROW 10 ASW aAl'..mmu. fammela"A"Rss Qam RIG FWAW pm -Emu 0 FW smmg [!!V MF P ANY 123 183 1 f75 EX YAE LEVEL 6 O ol 9 0 UM ROU HEMET I W 1 z MCI" A' . M:,* iw. Al llto 1�w 14pla Gwmd JAA -SlZ gx% H la� -A 14 Dmqm LOOS t420 PSF No p4WE -4G.0 PGF SUB SUBJECT TO VmW �gv ATE OF REsmICDONs10 u �T LARGE VISSU OFIA WACT Ressmm PF L�� 24aff'.11 02 W—KA-11 am I w 3 ss 42T 12 GA. GAL.V. STETS. STARTER PLATE ATTACHEII W/CA) SPLTW BOLTS OR RIVETS 2' GALV, STEEL. TRACK ,055' MINDlAIM TT4ICXNESS LOW HEAMOOM TRACK OPTIGN N.T.S. 13 04, FLAG DRACKET ATTACHO TO JAMBW/ (3)' 5/15 DIA, X 1-8/B' LAG AND TO TRACK W/ C4) t/4'^20 x 5/O' SPLICE BOLTS. AND aucc TBACKS AT THIS LM67WH V/ (4) 1/4'-a0 TRACK SPLICE 80LTS S 10R4 StO = TO JANE VITH ©) S/W' DIA x 1-6/8' LAO BOLTS FD Tvty BOL x 1-S/8' LAG BDLT ATTACHED TO 4W AT EA JANE 11RAQWr le OA GALV, STEEL JANE• NtAMETS ATTACHED V/ d) V41 -M k SAI TRACK SPLICE DOLT 6 HOT SLE LIABLE ?.) FOR .IAMB BRACKET SPACING STANDARD TRACK CONFIGURATION FOR 66' UP TO 14' TALL BOORS RTS. DRAG RVmvc f RLVjm E+"w*bt w" t4 L'wiA. bawbx evil Aaee Nv L -I/Q(D • 2r Elgfra*m ihfe a • �A r1LT, l,tlW HEADRtI!}M TOP FIXTURE S. w PRODUCT RENEWED PRWUC.T RRVLSED mrymmatuficT; aseomplyingwith thoFlvrlda Budtn Cv woo ntyegxii955Fbids DAGVI$90 T1IaaF7sLs 17-0517.11 Nd /No". 3'�' dS 7 Expiration D 10/04/2022 By Sy I4o&AtltTb Pr-Lco w M1am1-O d act Control WOOD JAMB 'ATTACHMENT TO STRUCTURE 5/16' X 3' LAG SCREWS STAftTING V FROM ENBS THEW 12' (LG (I Le C REmdE M TTI KWIK BOLT 3/8' X 4' STARTING 6• FRDH aSTHEN 24' Br. (2 1/2' ENBLDXENT) ITWAAHSET REDHEAD CM --DOLT) 3/0 XA4' STARTING 6' FBON ENDS THEN 22. Dr. (2 1/2' EMENDS THEN IV MC. C1 1/41 EMIT) S[MPSDN 33 4• X 3' TITEN SCREWS STARMG 6' FROX £NDS, USE PAIRS OF FASTENERS C3' APART) AT 8' O.C. C. LW CHMEM NTLTT L/4' X 2-3/4' KWIK-CBN B* SCREWS STARTING 6' FROH ENDS, USE PAIRS OF FASTENERS C3' APART) AT 8' G.C. C 1/4' E.M EWMIT) VERTEM m C-90 MOCK CM30 PST kILLINLEEVE EMBEDXENT) (UR. USEUSEAs �FASTFJY-PS FBR HOLLOW C-90 Ti1.DCK) NG V FROM VNIJS THEN 1E' 6G U 1/4' RRLAGS PREPAAND IMON OF M4 BVOOD ECOS � �� PROVIDE A FLOSH EB7UNTAl6 SURFACE, NCRETE m STR�TURL^ ST RE STRUC1WTBtEO Al y( 4' k- +Il/2' MN 4' . )MIST RcT fE20&BIA Qc l PATE BY A OTfSCIO1 TO f BBB: euEH1GDOBS S/IFJtA 906' 6 • WTI4FBIDRrc."0(D Iljm/II 0 BIDEC)Wmm'=, (NARtMEVM 40AA1 1AAK 18• xlt4 4��t.4,�� WGN LOADS +42.O PsFsa ^460 PSF .: IZEs sUHJ<CT TO WEIMIT _ ssI STATE of LARGE EOssu "'eti 6N L-I.Y. r' BE=A�NOE �� 00",�s�UfT- 165 CABAL M COIN V26TON-VIM HZ CROS VVVAHkq V4 'MODEL Qd50 TII�RITAGS 1000, 8000 MODEL 655 OA$ (2Spa) t000, WO Rtvah df ONk Summit Panels. RXmay 211 Da mm" "m 8 am BT DISE asp/m IHG-9518-165-25—I $, a�R IIICRtS L ¢E DG 9e � 9FEt 2 D' S AVAILABLE TRACK CONFIGURATIONS &T.S, TABLE 1 DOOR SECTION HEIGHTS HEIGHT Stm #2 43 #4 #5 1 #6 197 1 #8 4+ 521 t' : `21lraf ISIS" 21" 21" 21` •21" 21" 18" 18" 21' �`" �; _v 12' 6" 21' 18" 1V 18" 18" 18" 18' 21' z. e ,r-�.- Y,s`• '�•fI� K. ` "r'8;' N '_$0.. ;781 tt ny' ^ -. 2Ah;%: 11' 6" 21" 21" 21' 11Y'18" 18" 21" 1V 6° 21" 21' 21" 21" 21' 21' � • : s: M�eM o m 97 21" iV 98 1'8" 18" 2t' '� <;s 11' 3", 141- 27' 38" 46' SW 68" 78" 88" 100"110" TW 21" 21' IV' 21" Vfi' ±�2y1}' "2 '.Iz T 18 1811 18 18" 18" t18" 148' 18" 21" TABLE 2 DOOR TRACK ATTACHMENT SPLICE HEIIGpHT A 8 C DIE F G H I JK L M N S amS m 455= . -WX" ...,� � • : �`" �; _v 7' 3" 14" 27" 38" 46' 66" 6V 1 76" z. e ,r-�.- Y,s`• '�•fI� K. ` "r'8;' N '_$0.. ;781 tt ny' ^ -. 2Ah;%: 8' 31 1 14"j 27" 38" 46' 56' 68° 78" 8B 91 3" 14"; 27" 38" 46" 5611 68" 78" 88" 100" J3" MAX VAb IH 18 0" 10' 14'i 27" '3V 46' 56" 68" 78" 8V'100" I112" Z— v 1:�Oy.:� • na ,�41'' � • 2��i ?38'�„..= �6,s i`. �1 ;�� . u • 88 � _.dR TL`�0''` "_ !Y���• ? cra '� <;s 11' 3", 141- 27' 38" 46' SW 68" 78" 88" 100"110" 124" M46" I1213" 14" 27" 38° 66" 6811 78" 88QV 109'110" 122" 136° H _ Yt 4. :.68.5. .` -Y'++ ..vewg•. >1.� — _ 13' 3" t4" 27" 38° 46" 56" 68' 78" 8811 100" 114 122" 134 148' ��1.3'<`. s°-�a-F' ?�„ .. � s 6�< -�68"r= s B v 'S i6$" ; !,-0.9 � �_ X34; � 14 3" 14 27° W.1 46° 58° 6V'j 78" 88° 1100° 114'1122-11W 148" -• .59 160" SPECIFICATIONS AND NODES 5 ALL TRACK ATTACHM171T SPACING +/-2" ALLOWED VATH SYP NO. 2 OR BETTER ONLY 1. ALL THE LOAD FROM 'ME DOOR IS TRANSFERRED TO THE VERTICAL TRACK EM�NALGLOAD IS ERRESNORRFAL L d OAD MAX 1'£THHORIZOTJAMB PRODU6 f DEVIRM CHEADER RECEIVES PORNOOTHE PRODUCTAIISED FROM THE•DOCR W x1d 'o'=�gQS-\ S;?1tC�,O,�i' is Q=441K Kith the Fled& D f4ZO 5FS INTERIOR OF GARAGE" fSdiing CwM ArrrestnrccP4 J7-,/0/0.?9 -46.0 PS'F >;I�t�' y� SUBJECT MAX VAb IH 18 0" 4a^a Z— VERTICAL OAN'B PRODUCT RENEWED 1s4 y a �'r✓4f�1J4'=S�:O A 1;;:'� �` 3 DESIGN LOADS as compl 1 with the Florida t 7. SUPPORTING STRUCTURAL ELEMENTS SHAD. BE DESIGNED BY S DRA lNG P4 ENGINEER FOR M. LOADS DTDICATEA ON THIS DRAWING B{ ADDITION TO OTHER LOADR4GS. B IN A INDICATED APPROVAL REOIHRES THE MANUFACTURER TO DO. TESTING OF ALL +3 4 0 LBS Building Codo HOA -No.• 17-0517.11 wilammawism But' BT - SEE NOTE 2 Expiration 0 Z A ONATCAONTD SDEtiAT87B0S 3112103 0 Sho E� a FLuah & Oait Panels By 6glatnl • Product Control B WUTEDT0TX= 111sm 14(2A3 C 1 Y10E 115900 A -A (SDEITO WR SPECIFICATIONS AND NODES 5 1. ALL THE LOAD FROM 'ME DOOR IS TRANSFERRED TO THE VERTICAL TRACK EM�NALGLOAD IS ERRESNORRFAL L d OAD MAX 1'£THHORIZOTJAMB ht}ffEt6ftt))�) s CHEADER RECEIVES PORNOOTHE PRODUCTAIISED FROM THE•DOCR W x1d 'o'=�gQS-\ S;?1tC�,O,�i' TRANSFERRED eyavt,9ybgxIheF1"riJn 2: EACH VERACAL JAMBS MAXIMUM DESIGN LOADS OF. RaiidlvBC & D f4ZO 5FS Ee� 0C1 Z`�•••� �••~ �s No 00486T +378.0 LBSJFT & -414.0 LBS AOoe/lato"T�ToIJ9J S� 3, DOOR AND HARDWARE WILL:BE DESGNED, MANUFACTURED AND 1NSLUE0 WITH STANDARDS AS SET FORTH BY DASMA � -46.0 PS'F >;I�t�' y� SUBJECT B" *` r{ E{. �zg 4: DOOR SECTIQNS SHA LEBE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORIAED, W/ SAKEA GN POLYESTER FINMi Ptodecl Cattml TO WEGRT RESTRO=N9 O ; �_ : �°` ��'• TAIE OF i Itl 4 pa Aro (5. �1 2D(RS USE 3A'S1RUT ON 7HE eOITOMtR OSECTION m �theF7aAk LARGE MiSSBE a �'r✓4f�1J4'=S�:O A 1;;:'� �` 3 6. RUM TO TABLE 1 FOR SECTION CONFIGURATION. (>t ,1D IMPADT RESIS CE • f 7. SUPPORTING STRUCTURAL ELEMENTS SHAD. BE DESIGNED BY S DRA lNG P4 ENGINEER FOR M. LOADS DTDICATEA ON THIS DRAWING B{ ADDITION TO OTHER LOADR4GS. B IN A INDICATED APPROVAL REOIHRES THE MANUFACTURER TO DO. TESTING OF ALL 1151 8, THIS COILS USED TO FABRICATE—DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL 161 EMME C=T %tRWt4h Z4 NM =03 VV— AND TENSILE TESTED ACCM NO TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID 8Y THE MANUFACTURER, EVERT 3 - MQDII. X050 HSRITAG$ 1000, 2000 MODEL . 665 OAK SUMdOT (24ga) 1000, 2000 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL -MAIL TD THIS OFFICE Sho E� a FLuah & Oait Panels A COPY OF THE TEST REPORTS V47H CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COBS AT THE MANUFACTURER PRODUCTION FACILITES. MEJ MDT =I DME Who BJJw AND A NOTARRYD STATEMENT FROM VE MANUFACTURER THAT ONLY COILS 8iF= W RH DATE C /IV 1RC-9518-165-2$- 4WiH YIEI-D STRENGTH OF 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADECOUNTY UNDER THIS NOTICE OF ACCEPTANCE WER MU5LWWMF.i=NxWlM I SIFT 3 OF 3