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HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE 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.minmidade.eov/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 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 1200 Heritage&Oak Summit 3000 Steel Sectional Garage Door up to 9'-0"' Wide with Impact Resistant Windows APPROVAL DOCUMENT:Drawing No.IRC-1209-189-21-I,titled"Model#1200 Heritage&Oak Summit 3000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4,dated 05/08/2007,with revision C dated 10/28/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E.,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#14-0414.10 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. (N A.No.15-0505.22 ` CMIAMI&DE COUNTY Expiration Date:September 6,2017 Approval Date:July 23,2015 0.�1 jS1Zd15 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #14-0414.10" 1. Drawing No.IRC-1209-189-214,titled"Model#1200 Heritage&Oak Summit 3000 Short, Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4,dated 05/08/2007,with revision C dated 10/28/2013,prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NOA#14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab, Inc., dated 05/20/2014,signed and sealed by David W.Johnson,P.E. 2. 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)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0909.01-13, dated 12/17/2013,signed and sealed by David W. Johnson, P.E. Submitted under NOA#12-0228.03" 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,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 NOA#12-0228.09" 4. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc.,Test Report#ATLNC 0912.01-11,dated 10/13/2011,signed and sealed by David W.Johnson,P.E. "Submitted under NOA#07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201,Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9'x 7' Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Report# ATLNC 0430.01-07,dated 06/06/2007,signed and sealed by David W.Johnson,P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by Hurricane Engineering&Testing Inc.,Test Report#HETI-07-T707,dated 05/30/2007,signed and sealed by Candido F. Font,P.E. 4 07/[Cl�"i5 Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0505.22 Expiration Date:September 6,2017 t Approval Date:July 23,2015 E-1 '4 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0414.10" 1. Anchor calculations prepared by Structural Solutions,P.A., dated 01/24/2014,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#12-0228.03" 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,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 "Submitted under NOA #12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file# R11812. F. STATEMENTS 1. Statement letter of code conformance to the P edition(2014)FBC and no financial interest issued by Structural Solutions,PA., dated 04/08/2015,signed and sealed by Tomas L. Shelmerdine,P.E. D?Ji5�2D15 Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0505.22 Expiration Date:September 6,2017 Approval Date:July 23,2015 E-2 l2 CA COMMERCIAL It G0.GALV.COWERCIALrAT L STEEL ROLLER 24 DA HIN EXICRIOR SKIN DP FI%LIRE AiiALNCD Y/fN ., TOP A0.I.ER BRACKET1460.DURASATE x/RAXED ON POLYESTER FINISH 1/41 x3/4'IV HEAD SCREWS N AND U)7/16• CENTER HINGE ATTACHED AT EACH END STILE ATTACHED V/M 1/4•xAINER USED FOR O V/(4)1/4•z 3/4• BGA.DURASAFC ADJUSTABLE rilfX:BRACKET ATTACHED 3/4•HEX HEAD SCREWS FASTENERS NEI HEAD SCREWS ROLLER CARRIER ATTACHED END 12 GA DURASAfE V/(�ll1'x 1/2•®L7 AND IMS PER BRACKET TO R-TRUSS Y/(3)1/4•x 3/4• eHII%ATTTAl O HEX HEAD SCREWS PER CARRIER HEX HEAD SCREWS TOP SECTION 3 7/391 X 22 M(33 KSU ^`• '• 1 AT STEEL R-IRUfS (f)3 D/8'%22 GA R TRUSS +©' CFC-FREE EXPANDER A 10 1 dl THIP FIXTURE e•If SALE STEEL ROLLER V/9'STEN POLYSTYRENE INCAA7)OH V/f2)f/Y z 3/4'HFX HF110 Al7ACHER V/lP�1/4•%3/4• AND(1)R[TNHER USED SDR 10°9 PCF) SCREWS AT FACH S7uE,NIB lLh HEX HEAD SCREWS PER STILED$/8'2800.q-TtIUSS/r - THREADED SNAFIS PER ROLLER IN RACK SKIN MOVAY SETVEEH TTACHED V/(2)1 4'% CGR[R AxD LND STIL[ 3/4•HEX READ SCR[S1460.DURASAFE AT EACH HINGE - - LER CARRIERS A77ACHED HEX HEA13 END D SCREWWS PER CAXRlEaN Cfc-nmc EXPANDED DLY ��ICAL DURASAFE CENTER HINGE 2 3 3/B P2GA R-TRUSS Ll DENSITY wswulRL ATTACHED V/CO 1/4'x 3/4' 1%DExf17Y HEX HEAD SCREWS SLIOC LOCK ENGAGES INTO VERTICAL R•D.73.U'°l7 TRACK ON DOTH SIDES D/e•MIN (SNAP LAICN.OR LOCK RNR OPTIOMW FNt wR6C -gyp . ATTACH v/(0)/4•x 3r4'KEX HEAD 14 Da SCREWS TYPICAL DURASAFE END HINGE��1 PRODUL•FABV" J Ilc- PiA4vrflbdl FbiCAN PER S[CT.D8 2'EOGA STRUT ATTACHED V/ %"V br a D/89H x E2 OA L93 KSI) (B)Ifo'X 3/4•HEX HEAD SCREWS AttgMOa MA 1 0 GAIN.STEEL R-TRUSS ATTACHED AT EACH EMD$ 711L CENTER STILE 0 17 HEX WAD SCAEVS4AT EACH AND INTO BACK SKIN HIDWAY BETWEEN CENTER STILE AND END STILE END STILE.CID Al INE p IONGE lRCA71CL TWD f2) IAA4m1 fiA611S1 /wONAND%EINIIAHIS TLE�TVECI GE 13 CAM BRACKET 13 M ATTACHED ' SEE(TAFLC U ON PAGE 4 FOR HEX AD X 3Fi• U>E'W W 137 USD RTLDIwENDEO SEC110N CIR)FIGURIITION 2'10 BALL STEEL R0.LER V/9•STCH THE%}EAB SCREWS Go I DN SCREWXVITCH dECftlH 3 AND U)RETAINER USED FOR LARGE MISSILE °n,CTRL SCREWS TKNEADED SWIFTS PER ROLLER IMPACT RESISTANT ATTACH NUfKLi �� ATTACHEDTYPICAL BUTTON DRACKETt,AT 1 o f(4)1141 x 3/4• NTS HOI READ SCREWS i mUl) mAVIlS6L CCfS ALUION pL RETAIAER m--;7I o�aNIOE DLY/rDHT.8MM SEAL coo SHFCTIO�((VDE AeoLptloDe� � l9 SPECIFICATIONS AND NOTES Mi DSI Of R1t90N5 DAtt /(a) A RLKttD AGS[A I/1/o9 f8f E i CAL TRACK, FROM THE1.ALL THE LOAd FTRACK THE OTHE ADSIS TRANSFERERED�O THE VETHE RTICAL D IWAIMTORICP011 ITlsflt JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF C ADww2mD70Di4 IC/AI/OPIR THE LOAD TRANSFERRED FROM THE DOOR. " F� INTERIOR OF GARAGE ••.•.•4� 2.EACH TICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: ,••• `p MAX.VADTH 9.O• +258.5 LBS/FT k -303.8 LAS/FT •'• $H ,'•. 34• 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED g' 114 �� 4 ¢ 9,_o Nut AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4 �...•........'• ••�� a$� 4.DOOR SECTIONS SHALL BE 24 GA.(0218 MIN. EXTERIOR SKIN DEvc. LOADS �+, V~'�c�•4; A INSIDE ELEVATION DESIGN LOADS® ROLLED FORMED,W/BAKED ON POLYESTER FINISH 6679 ±876 PF $F i !: 'ILLS. +236.3 LOS/FTSFE NOTE 2 5.DOORS UP TO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN, �}•; o f `9' � 3038 L85/FT USE�1)3 8/8"R-TRUSS PER SECTION AND ` I (1)2 200A STRUT ON THE BOTTOM SECTION •eTA OF sipp uoulm o 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 �� ., •�•�•f2�W0,?:�•• •' 33/4'NOL f0 2-1/E'%3-1/Y 1&LA tiV EItJDIDE SERI. ON PAGE 3 LA gGE►NSSILE '•, • 3 BIDETiO3X HACKER PLATE AT EACH AFNI[D OY N$TµIER) O LLLSS51? IxTERHCIUAtE AND END 1386E 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED REssTANCE �•••'•••....•.'' pp,y TIDH EO GA FdLV,STEEL END SIRE BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS F L g$ A7TACE0 WITH 0 16 x 1-1/4' INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. sFJfEvf 8, THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING may OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS a,// 3/16•x L 3/e•u0 NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE SCREW(G PER N I40A.RlmasAFc Ralul CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM IW cAM11AGE cTXui Wtxflall-sALEN,ND. enf3 vvvnwuRmx JAMB RRACKEI CARRIER ATTACHED TO R-TRUSS E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY V/GD 1/41 x 3/4• HEX HEAD SCREWS THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR,THE MODEL #1200 HERITAGE 3000 '/891 x ez a a•CALM.3 MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST MODEL #1200 OAK SUMMIT 3000 ID 1/4-20 z D/8'TRACK f3 D/B• -TRUSS) TRACK RRCwEs i• (X�xc wfTNu aN1R PXD REPORTS V67H CONFIRMATION THAT THE SPECIMENS WERE SELECTED SHORT. TANG, FLUSH do OAK SUMMIT PANELE SPLICE ra r AND xul PER srn DK SPf FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES, AND JAN BRACKET TRACK MOUNTING DETAIL (M0.2 CR Bt.TiFll) A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY " DRAIN DT 9D DDE apltOT tlWRRD 14M1DFR WTs COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL BE 8 aE03DBY stS DAA aD/aDJDt IRF1209-189-21-I USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS SW I OF 4 NOTICE OF ACCEPTANCE. WOOD JAMB ATTACHMENT TO STRUCTURE a x 6 VERTifAL �Axt1 AT7ACH.xEN7 70 VCOD iRpNE RTWIOTUAE 3'LAG SCREVS STARi1N0 6'FROM ENDS THEN IB'OC.0 1/2'EHRMIENT) HILTI KY HOLT 3/8'X 4'STARTING 6'FROM ENDS TNEN 24.O.C.(2 1/2•EMBEDMENT) HILTI SLEEVE ANCIDIR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 16'O.C.(1 1/4'EMBEDMENT) 1TW/RAHSCT REDHEAD(TRU-BOLT)3/8•X 4'STARTING 6'FRON ENDS THEN 24'O.0.(2 1/2'EMBEDMENT) SINPS 1/4' 7ITEN SCREYS S AR 1 ROH ENDS,USE PAIRS DF FASTENERS (w APART)AT B'C.C.(1 1/2'EMBEDMENT) ' F FASTENERS(3'2 APART)AT 8.OZCON .Q 11/4'(EMBEDMENNT)6'FROM ENDS,USE PAIRS OF EHSEBI VRN)wgrRTIC 4,,U ERFASTENERS FOR HALLOW C-90 BLOCK) THEN 20•O.C.(7 1/4' ■LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PPREPARATION OF WOOD JAMBS BY OTHERS WD 1.11CRETE HOLLOW BLOCK GROUTED BL 14 GA.FLAG BRACKET ATTACHED TO WOOD JAMB STRUCTURE STRUCTURE STRUCTURE STRUCTURE W/(3)5/16 DIA.X 1-5/8'LAG BOLTS AND TO TRACK W/(4)1/4'-20 x 6/9 TRACK SPLICE BOLTS AND NUTS I ......... 1/2'MIN 2- MIN 1-1/E'NIM 4' 1 �JAND SPLICE TRACKS AT THIS LOCATION W/(4)1/4"-20 TRACK SPLICE BOLTS&NUTS SECURE TO JAMB YATH(3)SAO"DIA.x 1-5/8• - LAG BOLTS %OWlW'lZBVe� rrll�yr/vMhf117Aa14 T'WWUCi'R11YISfD emu A.0111110N6 0��l �1 gulp t ft Flake AIV MWOM OF MM OAIE ,7 AtdlpfAuoO Wo A RiVLC01DK a 1p/al tBi. 7 e 1F0A1®tD 18C 2CIp O/Spl Comm f� C A mRABiOw= loneps (1)5/18"DIA.x I-5/8" Wan PnxhaC `��.........,��� yg LAO BOLT ATTACHED TO JAMB 11 �*' SH „�'•, �RRS� - wow"nm&d AT EA.JAMB BRACKET • DESIGN LOADS • O 12 OA.CALV.STEEL +67.0 PSF � o 57 (SP ICE) -07.5 PSF .. JAMB BRACKETS ATTACHED W/(1)1/4-20 x 6/8" �(� It TRACK SPLICE BOLT&NUT If THS ; 8 lE OF P, GE MISSILE •••• 0 r••,.,•'••. �4 UAPACT rL •.,...,..:...• �q ' pp REUPACT E ri��'y/�4 S 9tt l ar y 167 CAVAlA6E what VAISTDH met R6 ¢7I03 WVAJfAfRLW A , MODEL #1200 HERITAGE 3000 SEE CTABLE 2)ON PAGE 4 MODEL /1200 OAK SUMMIT 3000 FOR JAMB BRACKET SPACING SHORT, LONG, FLUSH & OAK SUMMIT PANE TRACK CONFIGURATION FOR B'6"UP TO 14' TALL DOORS Sa BUAN'By ol DAT: apep) DNBS w m AVAUUE TRACK ammm Ams B 1 own BY mvi DAm osloo D1 RC-1209-189-21-1 GTAI ISM 2 O'4 033.6060 EXTRUDED ALUHINUM 38h'MAX.OLD IMPACT INTERIOR FRAME (14)NO X V PHILLIPS TOP SECTION 7/.875'011E ON OL HE SHEETHCTAL SCREWS USED TO FASTEN THE ALIRHNUN 1/4'WAfROLON POLYCARBONATE IN19RIDR FRANC TO THE KAHUrACTURED DY BAYER ALUMINUM EXTERIOR FRANC MAX,DLO INTERMEDIATE SECTION 0]3'6060 EXTRUDED ALURINUN V0'Xn 1/0'CCNTINUOUS IMPACT EXTERIOR FRAME OIIUAMU NOT MELT SEALANT & NNOJFACTURED BY BCSTIK SECTION B-B IMPACT WINDOW DETAIL N.T.S. ---1e-vD'ato OPTIONAL LONG PANEL GLAZED SFCTIGN R-TRUSS AND STILE IAYOIT 2 033'GALV STEEL INTERIOR IMPACT WINDOW FRAME 10-5/ 'DLO 5A33'GALV STEEL EXTERIOR IMPACT WINDOW FRAME WAW BITE ON GLASS TDP SECTION E�pRA�yg PLpS7 1��ECT1pN 27 GA.STEEL DOOR SKIN y OCAEDTEI{7ERIOR MINODV FRAME 24 W STEEL DOOR SK my CLEARaVERALDI PACT GLAZING FASTENER DETAIL 1/0'CLEAR ARHCALED MASS 090'EASi)LW PVB INTERLAYER / 1/0'CLEAR ANNEALED GLASS GLAZING MEETS ASTH E1300-04 WIAVFACIURED BY GUARDIAN SUREBONU SB-190 STRUCTURAL ADHESIV BIIFRt�FDIAIF��OM 3 5B 069'EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRANC RY DSOPDRI DT RDms DAR A IMMMS In/01 I 2.33p t,ENX 72SSTEEXTEw£DDR IIi1PpCT INDDV FRAME TO 8 IPoADD TOfBC 20M Nnnl IHTERUIR IMPACT WINDOW YRNK. A 11/64'X 1/2'SCREW-USED TO FASTEN DECORATIVE PLATTE:MULECD C ID71D am w= IPnSnI WINDOW FRANC TO THE ASSEMBLY _ g SECTIDN C-C IMPACT WINDOW DETAIL SHAL N.TS.SHURT PANEL GLAZED SECTION R-TRUISS AND STILE LAY13UT D'x 14' ,1=.I'!.." i',• z DESIGN LOADS •�•�L +57.0 PSF W RR o. 678 FT1 MODUWAAIIVLSED -67.6 PSF a ' 1iu raaglcoo 1404 '70 RASAY ylgwlT�HeY1aEW L'{ yl{• //T� C I DENIER HINGE ATTACHED 1111111``(1 ® Vi to v4 x 8q MDABrNN No �a L 8AT//��/�E� �F • . ypg HEX HEAD SCREWS 7 .A 0••\oplQh••• 3 8/0'22GA R-TRUSS J ,••�A•-LyQL,A1�• '• 8 6/0'X 22 GA R TRUSS ATTACHED W/C2)1/4'x Sl TARGE NIT •`V/ RW'U•��„ff••��,• 43^ ATTACHED V/C2)1/4'X 8/4 8/4'HEX ISAO SCREW RIPACT NEX HEAD SCREWS PER STILE AT GCN CENTER STILE RESISTANT Fl. ••.••,,.,,..•� Ykarr PROi1UCFi1BV18PD tl wift naft 167 CARRIAGE CO1RT VOSTON-SALCN.LLC. 27103 VVVARARR[l91 R-TRUSS SPACER MODEL #1200 HERITAGE 3000 R-TRUSS SPACER 7 MODEL #1200 OAK SUMMIT 3000 R-TRUSS SPACER 1M SHORT, LONG, FLUSH & OAK SUMMIT PANELS N.T.S 5A R- TILRUSS SPACER513 pro"M`YW Sal mwSi =I am 01n1/0 1 WAWA mm B I DEGwof Sal DATE 051bw IRC-1209-189-21-1 9EIT 3 EF 4 TABLE 1 TABLE 2 DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT ISPLICE HEIGHT Btm #2 #3 #4 #5 #8 1 #7 1 #8 HEIGHT A —BFC D I E I F 1 G H I I I J K L I M I N 1 S •4, a� ,r'9 - ri 1 u�lii�ct'��.°-.=�. 7;, 3$":';48� 6B'k.:84,;.:a��..rf «:.,,a.�C. ±r..�: =t�7. 13'6" 21" 21" 21" 21" 21" 18" 7' 3" 14" 27" 38" 46. 66" 68" 78" tu;, 12'8" 21" 18" 18" 18" 18" 18" 18" 21" 8' 3' 14" 27" 38" 46' 66" 68-71P 88" 'z'-;b.'..;ti 11`8't2:�';I 3,1'�.<2_ i. rsa'1Jls 2(I°^ >;,84; -�4r+ ry.1' :xi 9 sli�'4:a.'q'--.,u�,3.' e_r `.:i r_4"�,.". 1110" 21" 21" 21" 18" 18" 18" 21" 9' 3" 14" 27" 38" 46" 66° 68" 78' 88" 100" mm og Ag.,gum S 8. :fi8°d 196" 21" 21" 21" 21" 21" 21" 10' 3" 1,V'127' 38" 46'156"168" 78' 88"11001 112" n 40U i NEE -{,;�: y' >'!!!'t�..'t Ztl "1 F 'r ti' c t. t y' 9.•i' '!i 9 j " 4 mom . i2" �t�i 1.. 8 1. '� z?1.':. 4�. �' s 70 MW 4A 110"x.: r. 7.$"r; 9'8" 21" 18" 18" 18" 18" 21" 11' 3" 14" 27" 38" 48" 56" 68" 78" 88" 100"110" 1 124" %10"A Mn m smn; z'& gla$ :ml 'M2M A ; 582k 2zg 8d Xgmmm0". = 8'6" 21" 21" 21" -18" 21" 12 3"- W127" 38" 46" 66" 68' 78" 88" 100"110"122" 139' v "=•''. : wQ. - . r..:di:``-d1: f'm'•iL�il A 'S lf^_SY.Bx f :M.2 56Vv'7.'M3: -1 ..Yf.:. 7'8" 1wl' -18" 18" 18'- 13' 3" 14" 27" 38" 46" 60' Y88" 78" 88' 100°114"122" 134° 148" +JOS,8'8" 218" 21' 14' 3"1141127'138"146" 66" 88" 78" 88" 100°114"122"134"146" '160' ALL TRACK ATTACHMENT SPACING+/-2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY RN I o MM0FlurLaes Jew A Immme Cry/41 a1 e I wow 10 R10 mm Mill c uao cuaro tetpas lo/�aps `•��...........�•. �p s'SH ' 9'1114' �� '•� ••f .......... °•,�•f C SSRR •�T Vti 0 DESIGN LOADS 1` PItOD1MTYev►9® +57.0 PSF s No.4R T9 z �ol�lyk!p�IMi7nf0� -87.5 PSF `J'. •� ; :,t.(1�i A>e�r5eo ��'► OS '�, 2OTT•�a O9 :•' ••T' •1',•T•••,'• S LARGE MISSU •� 3 IMPACT RESISTANCE FL ,,,•.,.••�•,•• gA PAOCJUC(iIEWFD 2 /XJ (,(,(�/ oil Cb*�vfd,dnPial� ACC/71-m 167 CARIAOE CMRT VIWTON-CALTN.ITR VICS VWAW WM 17 MODEL #1200 HERITAGE 3000 MODEL 0 OAK SUMMI8000 M pcoSHORT, LONG>FLUSH & OAK SUMMIT PANELS SWI WAV Of E101 oAIE 01/6/01 I mim"Aleu Blamer swim "in IRC-1209-IBS-21-I sM4CF4 0 MIAMI MADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Sheet,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33115-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 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 AHI 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 1200 Heritage&Oak Summit 3000 Steel Sectional Garage Door up to 9'-0" Wide with Impact Resistant Windows APPROVAL DOCUMENT:Drawing No.IRC-1209-189-21-I,titled"Model#1200 Heritage&Oak Summit 3000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4,dated 05/08/2007,with revision C dated 10/28/2013,prepared by Aman Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E.,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#14-0414.10 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-15-0505.22 MIAMI-RADE COUNTY Expiration Date:September 6,2017 1 l Approval Date;July 23,2015 071js12di5 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #14-0414.10" 1. Drawing No.IRC-1209-189-214,titled"Model#1200 Heritage&Oak Summit 3000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 4 of 4,dated 05/08/2007,with revision C dated 10/28/2013,prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NOA#14-0414.10" 1. Addendum to Test Report No.ATLNC 0909.01-13 prepared by American Test Lab, Inc.,dated 05/20/2014,signed and sealed by David W. Johnson,P.E. 2. 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)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0909.01-13,dated 12/1712013, signed and sealed by David W.Johnson, P.E. Submitted under NOA#12-0228.03" 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,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 NOA#12-0228.09" 4. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc.,Test Report#ATLNC 0912.01-11,dated 10/13/2011,signed and sealed by David W.Johnson,P.E. "Submitted under NOA#07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201,Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9'x 7' Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Report# ATLNC 0430.01-07,dated 06/06/2007,signed and sealed by David W. Johnson,P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by Hurricane Engineering&Testing Inc.,Test Report#HETI 07-T707,dated 05/30/2007,signed and sealed by Candido F.Font,P.E. - o7�i6�15 Carlos X Utrera,P.E. Product Control Examiner NOA No.15-0505.22 Expiration Date:September 6,2017 Approval Date:July 23,2015 E-1