No preview available
HomeMy WebLinkAboutProduct Approval (2) RECEIVED MAR 0 2 2020 FILE: Py ST. Lucie County, Permitting MIAMI-DADE 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) www.miamidade.gov/economy my 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 16'-0" Wide with Impact WindowsDjlo�w , �. S�F) � APPROVAL DOCUMENT: D arawi No.EMRC-995116-1169-26-13,tit d"Model 950 Heritage& 655 Oak Summit(24 GA) 1000,2000, Short,Long, sheets I through 3 of 3,dated 03/12/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. on 10/03/2013,bearing the Miami-Dade County Product Control renewal 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 renews NOA#17-1010.08 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.18-0725.03) October MIAMI-DADE COUNTY= CF1124:1017M IIIIIIIIIIIIF Expl(I ZnDate::October 10,2 018 A Approva 018 3,24V Page I l i� 7 l6voe,.. Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA#13-0813.22" 1. Drawing No.IRC-9516-169-26-G,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 03/12/2013,prepared by Amarr Garage Doors,signed and sealed on 10/03/13 by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NOA#13-0813.22" 1. Addendum to Test Report No.ATLNC 0320.01-13,prepared by American Test Lab,Inc., dated 07/16/2013, signed and sealed by David W.Johnson,P.E. 2. Test reports on.l)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 16'x 7' 24 ga steel garage door Model 950,prepared by American Test Lab,Inc,Test Report No.ATLNC 0320.01-13, dated 05/01/2013, signed and sealed by David W.Johnson,P.E. 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 No. C5463.01-106-18, dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. "Submitted under NOA#13-0503.08" C. CALCULATIONS "Submitted under NOA#13-0813.22" 1. Anchor calculations prepared by Structural Solutions,P.A., dated 07/17/2013,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. 14-0423.17 issued to Eastman Chemical Company(MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA #15-0505.16" 1. Statement letter of code conformance to the 5'h 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. v0r03/2-1)i� Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0725.03 Expiration Date: October 10,2023 Approval Date:August 30,2018 E-1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. Evidence submitted under NOA#17-1010.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformanCthe6lhtion(2DFBC, ued by Structural Solutions,P.A., dated 09d and as L. Shelmerdine, P.E. /,9� Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0725.03 Expiration Date: October 10,2023 Approval Date:August 30,2018 E-2 Cr + V 10 BALL A7E 14Ga 1X%MSAFE TDP FIKTURFS ROLLER W/V MINSTER FJ37TER W%C'ATIACOCD 7.16 SA END CAP BERM STEEL URRIC3'G0.FLAG 8RA3E7 ATTACHED TO VDOD -V/<4)1N•X.2/4 JARS kn _WJOW SCREWS 12'GA[N4mtGTAL W CJl:/16 IAA X Y9/B•LOG MOLTS AND TB ADJtlSTABLE TZDI.LER CAARIFR a'TRLCK FIKTWE ATTACHE➢V/ TRAIX W W 1/4-20x6/aFRACKSPLTLE LNE I(PDR C SJ2' 7']6 SACND CAPHFHIND _ 147 V4'x 3f44Da[1`A➢ BOLTS AIDNUTSI'2 Q OALV.COtNMAL BOLT4aTPCR IRACKET - TIw AHD BOTiD11 FIXTURES BRACKET /42)BRACKETAtiAv/<2)TOPR0.LLRBRALT(CTVV x1/2'BDLT AND WM ATTACHED V/U)L4'X S,VV 1OGA.R-TRUSS ATTA3AfHE%PERDeQ CSCnKET '-'•-`i• HA(F(Ae VSLREYs -_ 9•^• TIER 5711.E ` y�� - SP•3CE TRACKS AT 1HI5 LOCA710N 24 GA.NN CXRRIDR 90R y' (4 t/i'-20 TRALX-SRUGE B0.T5 h NO75 TYPICAL TOP FIXTURES { x/FANED GF P0.TTSI)31 nmSH 70 JAY➢YdTH(a)s/18•as=-T-S/W NTS 1 S'AO BITS SEE(TABLE 0 ON PAGE 3 FIR TYPICAL ASAFE CENTER Hna;E 2 © )5'/18'0'-4' RECM*nCCD SECT10H CONFQiORATOIN NTS [[II UD'ROLT ATTACRm TO JAI® AT'FA.JAYS DPACr[f P�) EETION I LWOZOCATED iN HINGE TEEL �P G T2 Ga «KE(1) T BI T➢P SECIMI ONLY ({ILAI71GFp AiACK SPLICE(1)T&�m CTDri BACK SPUtf BIYT 8 NVT ` Z 4 GF TRW i I PRromUCT RENEWED I '3 IS REmmtmrm W F p1YIn9 w'Ith the Fl0rida E I 13Y11d1nB Coda NOA-Na 78-0725.03 ExpI-t1..oa 1011012o23 f 1 G sY I I -0` M Ifiiami-D,dd Product Cml 0' SEE<T 3)ON PAGE 3 i G TYPICAL STILE STFFFEXLR!c\ FUR 1 BRACKET SPACING ; H•TS ,/ v,R%W G0. Cm tub TRACK, RADON fOR 6'6'UP TO H'TALL OCOPS _`.1'1= B V.STEEL R-TRUSS RTTAGIED 1' rA V V4•x 3/4'W-%READ ppmUCi',A�{7SED REFER -.TILE 4 Il'f PALE a J SLR EACH END SIRE Duct w omV11b9.'+'th ll§04coid. SEE(TABLE ll ON P'SiE'a AND P1 FOA S71LE PLACERERTS F➢R STRUT SPpEINO SCREWS AT EAG llE pA fH{eNr 1➢t FTerlda BD0A1Ri�ago'. r���� 1N-0'HAX QOM 11-10 ld•0 p 'K3 14OA DURASAFE R17LLER INSIDE ELEVATION n�W Y;�4?z y4• ewe a'�$ I .I:ARRIEIts ATTACHED TII R-TRUSS wT S• / Y/C21 I/4';3!4'hT% 4 G0.MANASAFE TATT READ AND�'SFLLES f A •�/L i1� `G 4 NEA➢SCREWS PER CMRIFR EN➢NINGE ATTACE'ID i V/W V4'x 3M' . Xr: HU HEAD SCREWS T KS GA{Hp CAP BEHIND e'in MALL STEEL x P AND BOrm FIXTL= O Coli.l= RE7A0&72 {NRRTgNE RALEfI SdGA OF62ASAF£ 3'EDEA STRUT Y/BCI+?OB SEAL Y OF FoOm 1 nYF. 8T V/4'STc'ti RDLLER CARRIERS ATTACHED )1/4'A'rrACm 4/ TD EMSOIE W M 1/41 x a/4- H�i�zS SEWSSECTION A—A (SSE vitm Ha MCAD SCREWS{ER CARRfER AT END AND CENTER STILESN.T3 - aS SIDE LDGKENGAGcT T 1CD vE[rICAL CN OAoRACK CH BGTH SIDES 5/8PGr •xlN APtaPA'reb +isa '� d ; FmFIADALCXCILt(OW LATCH,DR LCCK 3V2'm X le Ea 09 o RAR OPTWNAJ-ATTACH Vff2)U4•X •COdt zR-TR'J.ST)ATIAOED Y/[4) 3/4'HE%AcAD SCREWS E•10ROTTCN T1AACrE'T . ! iu4•z a/4•HE%HEAD . S>FIL R➢Ra13 Ga INILK A7TAR1E0 put I•*'r^V/5'TOR �Hw S�1rs ^ NCAif l"TPICAL DURASAFE EIrD HItSE,3' M(mtl LioductCecltOl m stop YttODIHc TYPICAL BOTTQN LC1fET d Ily i REE MISE TATE W/F 7�LL 20 GA GALV.SiLEL END SP.L[ 9/1b'x 1 S/E'LAG H.T.S. 3 7/i'WH. (SUPPU ALLFR) ATTACHED V(iH CT)7OG-L-LOC [D PER IMPACT 1 ✓✓ Q �V . F. DY YLST To )RIWS SRIA ANO ld JAMB BRACKET RESISTANCE 1T1'UM TIBLi-Lw A7'TIE IDP-AIM m m ra aNrER siaEs D➢rrox x4n FLr�yS(ONA� ATTACIam VITH[PT StJ8�T8tOt TIS-L-LDC AT THE TDP AND\ (1)7/W IIIA. 7WI[0 RCVS➢F IWTT'mt RAIL AHD ATDRSIVE Bd_7 R_RAN7i N UIGARR FACE Pt32 AOl1IIi 7LNEE CJ)VENTS 1 GGDALS is Sa SNG}SS • •-•—..?- =_"-' = 163 eA4RlAGE cma-vvYS)NFS&m= V)w VJ[VA3AA-Rt'J31 1. LARGE MIS-SLE conal,Ds➢aeRrraca(aa aA)EunD,z➢DO - -- "2'CAM STM T I M P A:C T RESISTANT Sam65fi OATf SQYIffP(E4 OA)5000,Eti00 TRACK IMC NZSA. UPTIDHAL VENT lIE'fA0_ 6 , SaOIfIIAH9.FLURII,AHD OAR sLILT.OT P.RfBiS. 1/4-20 x s/p•TRACK 9 if2•H%IB GA[S =19.TORDCAL JA1B 7X8 96 Dl0.�16Y aS PATE 03�0/IS SPI:ICLT An PER R-TRUSA �� CBOND my DET7FR) 8 0FL®Br •PATE iRC�95iS-1b9-?b-S JA1W.BRKXEr 7RAQK MOUNEING DETAIL . smlOFs 7.) 00 SPECDTCATIONS AND NOTESSALV SIEEL.INfERImt NiPACT VDIDOV FRAHE 1.ALL THE RACK FROM THE DOOR IS FMEDTOTRANSFERRED TO THE VERTICAL TRACK, INTERIOR OF OARAIZ `GALV s10ML EXTERIOR IMPACT MOV MINE V1.6'SITE to CLASS FROM THE TRACK THE LOAD IS TRAtL`F"@R}lED TO THE YERDCAL JAMBS. THE HORIZONTAL JAMB OR HEADER REWES NO PORTION OF THE LOAD 24 6a ZIM DOOR SXiN TRANSFERRED FROM THE DOOR.: —+- MAX.PADTH 16'0' Mu TEi. YiM�O + EACH VFRDCM..I-39 RECEIVES MAXMDJM DESIGN!.CADS QF; 5116.OVERALL +368.4 LBS/ET & -3D4.�18s;FT us•JILCAR ANFEALEO MAW 3.DOOR AND HARDWARE VALL BE'DESIGNED,MANUFACTURED ass'SOLUTIA•PVR INIERLAYER 119'SULK ANNEALED 0.ASS AND INSTALLED MIN STANOARDS AS SET FORTH BY DASMA. DESIGN LOADS C®II= xua6ACTuaen aY tataRamN 4,DOOR SECTIONS SMALL BE 24 GA.(.0216)MIN.EXTERIOR F;ltiN +3SE4 LSS/FT -Lsa ROLLED FORMED.W/BARED ON POLYESTER FINISH -394.4 LBS/FT SEE NOIE 2 s'tRtR7uRAi ADHESFYE 5.DOORS UPTO 7'O'HIGH CONSIST OF(4).SECTIONS AS SHOWN. 3 USE(I)5 112'R-TRUSS PER SECTION&(2)3"200A STRUT$AT BOTTOM SECTION _ 8.DOORS OVEP.(4)SECTIONS REFER TO TABLES 1 AND 2 2.-VIS'Xg SCRFV-USEDTO . MAFM TO 'MEE SFkSTITEEL SIN7TERIOR U PTEEL ACTT VI EF AHE.NDEIV' PAGE 3 S N/E'SLREY-USED TO fASTEN DECERATIYE PLAM HOLDER 7.-StiPFORRN4 STRUCTURAL ELEMENTS SHALL 8E DESIGNED 1116V X• BY A REGISTRED PROFESSIONAL ENGINEER FOR WHO LOAD$ DPTTDNAI SHORT PANFI fl A7FD SECTTON MUT AtM Sill F I AYOI ITS %nMW FRAME TO TRE A'SMOLY INDICATED ON THIS DRAWING IN ADDITION To OTHER LOADINGS. a. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FARRICA M DOOR PANELS UNDER THIS SECrMN 11-2 IMPACT WINDOW DETAIL NOTICE OF ACCEPTANCE. A MLNWjM OF 2 SPECG.ENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAD)BY SS^3ltN•DI.D PEL'IDtiCdiL6YL5E0 THE MANUFACTURER. EVERY 3 MONTHS 4 TIMES A YEAR,THE MANUFACTURER SHALL MAIL TO THIS OFFICEf-A COPY OF THE w,,, _.2 TEST REPORTS I5COI LHEMCONFIRMATION THAT THE$PELT cU WERE11 Yaw SELECTED FINN COILS A THE STATEMENT FROM PROOITCRON 'z FACILITIES. AND A NOTARIZED STATETABTI FROM THE � � ple MANUFACTURER THAT ONLY COILS WIN YM33 STRENGTH OF . 34,600 PSI OR MORE SHALL RE USED TO MAKE DOOR PANELS FOR _4 1 DADE COUNTY UNDER THIS NOTICE CF ACCEPTANCE IO-S!B'111p ?' W, = .2 IF 1 ooDcrslevtr� PRODUCT RENEWED INTERHEDIATF Sr TIG * +th. IMPACT GLAZING FASTENER, as comp)yying with the Florida G14-LS3 Flat(ds' BUHding Godo_ n1tQ GLAZTN6 MEETS ASTME13U0-04 , OA-No. 18-0725.03 � �,I„• poMSaC'oDtmS Expiration Date10110t2023 �� � A- W_� mFam roductControl WOOD JAMB ATTACHMENT TO STRUCTURE - REY l�irR ffTi<Y`XkS DATC P X 6 V3'LAU' uH9 ATTAtItRfHr' VORE F4dur CT 12' S4 ' 6/16•X 3'LAG SCREVS STARLING 6'FROM ENDS THEN 12'0a;,fl 1/2•LTR9EIIHENT) P X 5 VEF.tt[i .Ism A'TAruL M TD?dAD'PSf(7+NFRETC ITW/RAHSET RELHEAD tTRU-EKED a/9'X 4'STARTING 61 FROM ENDS 2THEN E$'ELM e 3/2'F�DMENT) M� oo44�14 e�t�.}•S i4fi( ylyEO ' srrwm +458 PSF g testi moo??:�G£iti, �/p'!5n'ro W APARn Ara ac o I!2 ENEEDM E17 -49.3 PSF IDI-T't Lt4`X 2-2/4'KWK-COR Mr SCREWS STARTING 6'FROM ENDS,USE PARS OF f*:' NO z5 FASTEiPc•RS C3`APART)AT B'OL O L/4'ryjm NEHT) * FJ� B0 r i A f B0 SLTkI'E AMCHOL 3 T X 2-314'ST NG 6'FROM EMUS r13O7 14'OG O.3/4' EMBEDM44T)OF,USE FASTENERS FOR F ILLOLF C-so BLOCK) ISE MISSLE ALAGS AND ROLTS CAN 9E COJN NK •RDVNDE A FLUSH MOUNTING SURFACE. 1kRMIPAC7 ��.��1. ( bb AFREPARATTDN OF VD®JAMT15 UI}4725 RESLSIANC£ R 9 • Q.R. v CONCRETE HOLLOW TEDD C f ,fO{A t?�'1 k�q' q STRUCTURE if STRUCTURE STRDGTORS STRUCTURE I-L/ 'd i �.} iss c4aro SUCDDRT NIRSm*4ALEK 7¢. Enos WU*Ammai 1/2'NLN 2-314'MIN 1-1 4' MUDSL 950 BISBTCACB(R4 CA)SOoo'am i ' - JARS MODEL 665.OAX S=IT(24 OA)LOGO,SM 31 SHORN...WMG.16U30.AND 0&SUM=FAMES SII GR4VR BT BR 0AII W/CthS •B+A98X'hUOR AYA9ASIE TRACK CSNEwnNrunoMs _ B OrO6DT0 D1TE iRC"�SB-I�-�"C. nr,a 3tFi 1 0'3 o CIA SS ofv Dt ao rC. u ` TABLE 1 TABLE 4 TABLE 2 DOOR, STRUT SPACING(BASED ON RECOMMENDED SECTION swem DOOR SECTION HEIGHTS Blraavld foal LR9 E -HEIGHT CONFIGURATION) TOP •(.'°a,;c° m D�61 aro va own i Fmfff tm .3R #3 #4 #5 #6 #7 #8 -_ D;O. Slut 2E31H 71M4 65]82 :1^. t t F G H l T lom tm9 =000 60= msso M9122 �- - ' " /Z�33 . ;'S_-_ r P toH wpm elm 1 n . N 7" � _x �fj ll� � ��-:_� 13 6 21" 21 21" 21 21 18' 18 21 ,zU 59M x592a 48812 72= .1s8 118"1 .----- 7' 41/2" T 17112" 381/2' 591/2" 761/2" tz;s v 4452 ssso wars a L■� '•,# 'M - .. .. ._- 12:0 8W 26625 49717 72"00 Ci686 119976 -_--- Mu g' 8 18 _ _ q z 2 s R! Jms 2 21" 1 18" 18" 18" 18 2i" ✓ 8' 4 112 7" 17 1/2" 361/0 53112"71112" 86112" x.6a lZ 5030 60.:815 "Har` 1 ]Y:2 8270 2S 25%638 W 0 l 120916 NCS sy'}. ' �6 /2. 14 smd 7172 6zs3 u 1 a a tl ,g�fa�� {`�« 6 (' r• 'd. F2s1_ .- _ _°, �•... .. 20.Ise s. cn 119m2 11'.5' 21" 2T' 21" 18" 18" 18" 21" 9' 4112" 7" 14112' 32112" 5D 112" 681/2" 86 112" 1001/2" ,eta emd 4IL8133 lams mew 11sw - - 4�_g{ rla a 1L2 "a89."Y%2Fy 1,,_ MT AS1i a s°m vxc SLI79 ifimo aH5°,o lnim x '- r8 S� "`.'$1 - 1zi8 0pd 3.1x6 E03m 76.0 �.' 12:1878 10' 41'12" 7" 17112" 38 1/2".591/2" 77112' 951/2' 112112" tz;e SW 27.74"Euro 70.7. 0 6sw 157 6" 21" 21" 21"`21"�21" 21" m 7HlW 238. L72-1" IJa A6-d 19;s H= 17C:1e 125"7"t1' 4 112" 7" 171/2" 35 1/2' S3 112" 71V2" 89112 107 V2" 124V2" tzM .smrtv.sO UUn. s -w tzt s IRs 2aav 67.1. r.sls aHmo t�.em 9'6" 21" 18" 18" 18" 21" ..'OM . ! z an.r� 2861 .sm m1°9 13n s i;r1 r,'°, -< :,�2Flsi-5ny0 za.CW SW00.760. � I12' 4112" T' 17112" 38112" 591/2 80112" 101112" 1191/2" 1361/2" 8 5' 21" 21" 18 21" _ ` 8 y zs:un s4 m0 7T= am 128800ez.... ,r -. _ ntiz 31.2.ss m rs.s ,76sm 126-800 � r, � arx•8 �$,rs��(7" 17 112" 38 V2" 59 112" 77112" 951/2"1113 V2" 131112" 148112" ia.a mmGuo 16.0 mM6 " o�"'''17:4 Sial x8.600&Am aom0 I0Y6m 1312. tif n n 18" L•A'- a_M= 111S,m1=01V -- -_.�.-...___•_ 3, 6m 28.9W16,.312 m0 IMeM 131,3T& 14' 4112" 7" 17112" 38 1/2" 59 1/2 80112" 101 1/2" 122 112" 143112" 160112" ta;sM.% 29.w0&MMI a MEMO+ 7_1=12;6 3 = al.cw .tm 7J i0.• " " 1f --� PRODUCT RENEWED 3" eme65061 a1.070 -13za76 p1YmCwIN be FlorWa 13':8 SM 30.800664. R 6! rzxm V58D e"aaum c°eP ts•.6 31aso6 9z, axm ata t a r tye F1071d� ApFg7r6Qm D_T1 oES tab NOYJIe. 18-0725.03 31e erd x0.62666.613 ar.9oa ,w.1ae 13"376 gm $may FlRdda Ea' GPM1on 10110/2023 17.110, sm6 1 5T.10 10H793AW Amy�el4o �SO . 1f� 0 17:0 LVC "1940 51.17 MIDI 870 134.6w NOAM 7L TALE 3 e7 13 ° ama tas 60.65 exam ,®A3a 35e16 M1 PmeGt Nlnm P1"d�t C"elml 1"10 8 31.(x8 8T]e: N839 110.117 17$766 i4••e SY]50 66828 a4P00 tm]Jfi 117"0 �' �. DOOR TRACK ATTACHMENT tSPUCE 1a;s a 306 ata ms s: J7a7s G1 r7c7 H i/ 14;2 Sbt 3ZI6 SSa16 aL D8 i1 M 13796E K L LYI N - S -F* 339"0 5&170 B5.(ZIO 110,880 MIM 14'2 HW 3.2b 1„-BSE 3997 D:'""PILR AF F�S`SS DAIT BP +"'6r. =3'3'. 3 ro 1�.8.-" a�' x,f"i.'.,R `li•c•,. .; - :¢ :_�: u5a slw 3xasa w.167 e5ca ,zn3 W 14tOBUC�pE'Y► f4'4 lRq 34340 GH1r0 Mom 11830 177.sw b WO- � T 3" 14 27" 38' 46 56 68 76" a a 13 .om 1+3196 1 sa7s ^_•C slz N_ .e Flv1 32.7 6A867 BB.mB 1N.0 3 147..8 N.17-/O/O• �18'z 1 � ,4�11,,9[fl7tifa��. qn pp -.;:ate - � - � _ c,s 3fi74o 6t.7o m.ms i ,3e.sw e 5 HE 8'� 3" .14" 27" 38" 46' S6n L�n �On ry f� -6 OW 32 .m0 4."30 11.876 "�i'��eR ION LOAD g@ 4t1 • - . 8 _... 6 4'•8 SEM MIN Bi.618 1E3 J 2688 45.0 PSF 2 4.9 a6 32te 44e,z fd408 moos t w.ta17621a2 ' �� 4j .t Bud to ,16La0 t 7a f:w f�.''•N C N 9 3" 1 27" 38" 46" 56" 68" 7811 88" 10D" s: sbn elm ear ,lean ta4.aae W Q11 1 •M 69.mJ 110.7.1."+400 f•` 17 1 n'. 3" 8+ 11 11 1 /,.._ ,'�+f•"' ''�. 1iAp e A xb 61. m0 19938 IH.B76 MM 117E H las sae '4U ai 10' 3" 14" 27" 38" 46" E6" 68" 7811 88" 100" 112" ,zi 2a�4Hms.271"00 m >W 733 m _�3s STATE*of .��. �$ 16;0 9nd 3367E 61an moo rm,&740.]16 LARGE IA15S1E r (U RV, 1 L"''-D-q. lid T�7, q6`.1.-7. tlj c�!1}}!1//��$" $ Pc7',!,i:;;� 1' -1*„ isQ sM 343880.268'! 90.90. 11923147.488 IMPACT j_pgfC.�'•.�� �4`•�1 }}��2����1. '.` t .c� 3 46 3 .,y'c:J y$ el}.G1{.7 1• .11: :.-, ."B+E�SYt' 1si L I 7.6m 6. 7 .em s0.m RESIS'(ANC£ y tl �B�•' Q Fl C7 q�� I 3 14" 27 38 46" 56 68" 78" 88 100"110 124° iev s�°m U:ow 79am T am 1ao 4ao tssuu +6ZW 91=) O`�i 10AG�;,P S' 4TT56 6Si7ID , FL �e4ANth.K" 1"•14 ed- .625 .313 aw8 49.3703" 14" 2T' 38" 46" 5611 '68" 78" 88" 1"00 119' 122" 136" s 2s4 s4eaz. Selz sz�o 10.70.E 1.5.8 7.E0a 109. oao00 11H7m 1276 orest7R u.0 41'24 117 "662 84AMini�UUM "'. •3' 1 ' 27" 38" 46" 568 68" X11 88" 100"114" 122' 134' 149' ts% s z'°a aen i 7i m ea.Oo iHsn i 1M5 ca9nr6¢rnm1 va sl0a spa•xc nw wvx z�s�r E 1 V �1`�: 5�;"p. Ism sw ]6.436 de624 71812 �.OfD 110.1®1a1aT6 1 ffi4 U. e60 tR'RI7AC8(rr tf10D,2000 i $$ :TP d-7 1a T4s s 6 '1'7" uansl ass DAX S97�ITP(21 cA)moo,zona „ 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100"1.14 122"1134-1146" 160" Ism s na a •n n.® 8mm 118 /41"0.1 164476 Rxotr7,w7rc,sDDSR, AX SCACAUT PAtlSfS 1s:s smt zs:7a.9824 72612 M= TEM 42176 161. 58fSAt<t BT RR 0.1tt d1/D/I! Gt.VP,GHhBY ALL TRACK ATTACHMENT SPACING+/-V ALLOWED RIITH SYP 140.2 OR BETTER ONLY 7s,o eut z� @1 1er�r6 $ D[D1D81' DAR M-93 DF 3�-Tb-G 9HTG3