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HomeMy WebLinkAboutNotice of Acceptance Mph tip19 MIAMI DADS _ oepartmenti MIAMI-DADE COUNTY MEINIFt3�» pgi st.L,9`o Co' 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) nWv.miamidade.gov/economyi 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 0 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 LiLiq 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(DP+42.0,-46.0 PSS APPROVAL DOCUMENT:Drawing No.IRC-9518-165-26-I,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.,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#17-0517.11 and 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. -- NOA No. 17-1010.28 MIAMWADECOUNTY- ^APPROVED Expiration Date:October 4 2022 Approval Date:December 28,2017151- ti `�1��ti� Page 1 ' s Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA#13-0503.05" 1. Drawing No.IRC-9518-165-26-I,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 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" 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 10/13/2011,signed and sealed by David W. Johnson,P.E. "Submitted under NOA#07-0820.04" 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# ATLNC 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 5th 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. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1010.28 Expiration Date:October 4,2022 Approval Date:December 28,2017 E-1 Amarr Garage 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(6th Edition)dated 09/11/17,prepared, signed and sealed by Thomas L. Shelmerdine,P.E. F. OTHER 1. This NOA revises NOA#17-0517.11,expiring 10/04/22. • 'shag I.Chanda,P.E. • Product Control Examiner NOA No.17-1010.28 Expiration Date:October 4,2022 Approval Date:December 28,2017 E-2 • • • I IIGA•DORASATF • Z4 GA,tOCC'HtN)EXTERIOR 1KD1 ,/-� '2' 0 GA MO COHNERaid. 13 GA 0013 OALV.STEELAdi O�7FiFR HINGE 07704¢4 14 GA.WRASAFC V/HARED 071 pDLYf2TE0.i4[91 V4' HROME EX 1 AcHED YStREYE " COPERcIAL TOP ROLLERADJUSTABLE OLLER MOM jai V/f4)V4'x 3l4' \ MOT SRA[ 770[140 V/ VC x VB' tZll HEAD SLRCVS E/HINGE'xW C \ •.D A7 1STA END STILEVi 1.4D x 3is \` A O we SURE OLT l E GRADEDW' 3/9'TIE%HEAD /1�I� 74X7 b HOT PEA SRWCET €)) Hqf NFAD tgSVS • `A WO we Y VY II(R.T AND ISM SEREVS Pm 1W1lIXEY Z7117Z] ■'i-11- ��: • y • nr 9 VZ'180,11-TRUSS R'TRUSS ATDIENED 03 1400.D Ag T� 14GA T Ire,,A E ROLLER V/CD1 V4'x 3/4' ��-� CARRIER�•� D m �{;L1. fApRIP,t.4RAtl1EII TO TOP SECTION 3 LIN%le W, I��■ HOE HEAD SCREW AT • E1TLE V/u)V4• (3•0-TRUSS)MN.STEE1.R_TNUS ' 1� EACH[AMEX STILEenwr R-TROSS V/t31 1/4• •x. w 3/4' HER 7gAD • ATTACHED OVER DEEM RANGE lx _ ® 3/4• NE)1 iffAD StaEYS MO nit'Q2• SD,'EK PER cARRTER TLP MOW V/0)VY x YY. • • • IIOE HEED SCREWS AT EACH WD 2'10 HALL 57[0.95'DM B V2'll%78 W. CO,A-TPA1Sri jai "'ir 5721E AND a I/4 w 3/4'!Df HURRICANE RDLCLR W 7/25' RADIO V/f97 1/4')<3/s• FEAR SCREVS AT EACH IR3VEROAL LETADER FOR HON ' ^, EX HEAD SCREVS At 041 9ILTS AND 14.7 t'ID DILL STEEL SS''f iGT-E]t SLIDE LOCK WGASES 0170 VEiLTTCAL STD[070 113 1/4'x a/4'RIX SHATTS 941111111119. SP?WIDER EACH HINGE D,TO RAM SWN r Sla'll 1DLG@tCANE'^, I� TRACK ON DOTH SIDES CSMA LADC81 HEAD SCREW AT CHIN DEXTER �/ V/7/16•RETAINER F OR LC=DAR Cr )ATTACH V f9 ' SALE TYPICAL TOP FIXTURESMAL HIIRASAFE CENTER HINGE �- �n'AF7s p_' WC.x 3/49471 HEAD SCREWS 1 PRODUCT RENEWED tLr.S E O `, —ii--- Building Ons lcomplyingding Cod with thO Florida l`�' • Boilding Colo PRODUCE�V�� • NOA-No. 17-0517.11 nammarolas•Nii11■S MO"' Eakin CRY jYP]CAL'DURASAFE ENO 1110E • S Expiration D ,1010012022 Antigua Ns O/0.23 WED © yyyy���•�-,.1 —'1A m O�7 . ESPlniliw I. /d!P RZ • - END ONCE By .. 4r V/coax 9 1 0 ATTACHES -D SEE CADC£'D OH MR 3 FOR Miami-Dad•Product Control SG'�J I.��F~�r ������(( • -RL•OIWDDFD SECTION CORifAD1A770N A ala D sCI0VS AT MD Rio ARA'Ha HEAD 8 =OCR trEAD1i GN CENT _ 9 VCR%Al GA. W PER ! 4i"', D 3 J D ■S DN 101100 D STILE _ w uv x 0/4•HO(HEAD 111 to 1111111111L1 '__ ER SOD.[ T J7'�� EA '� .1 V. e , 'i 1111, ^�'�Owidit DUTTON 74 f?3 MGM STILE .,__ _ e.-,.• 3 yF _. „""•v 2•ED HALL Aram NEN)SSRLVS S __ _ LRE A7 1 END SOLE -.� - - iii - HURRICANE RoL - < r• STRu V19.3.STEN 1•10 CO } • �-��L'�.'i� !YI 771040 7mem 011 3F.CnW =� jj4DTT -� is W ami/mROH � BRACKET ARACHE7 • r. paX T x. 14• 4. 1 C Il+7SCA1.DUTTON DRAE>CzTO y[,fI'i ■ - - o A.. - 7 A H0,T 110N A-A_C5IRE._YIE 4 — ,-4 r CIE.1 �. 'll■`R> R}lE: l i _3� 4. m Florida9e rEl CE2R DSCFR1�s arIE '6f .>t■ iTi� PRCDUL4 I ,�,,�33 I y p 11/0 127 0202 0 Hm7 A ORS11010 @RB 105 RAMS 3/17/Jt 00 1-24.--Le53. ' a2 ` Fs0 fie' EaHJ s�6 s1¢DSWS Vft taoeyeaeFo f dDiiMpD]Dmcaeo0ft1/D as ui••D'iwx ©._r ° 'fjsl+Z3�' a SZE COMIT910 51.00404% M ih10 in owermisip MUSE ELEVATION 0coo,PI o9 wkl is I Vona 1.1021J423 OW . / Ro12019 ,0 ,,_�Aottl SHE/" . N.T.S. 00 MD ......A i ,ds • 226')(4' q,,,`��,..�CEN4:°-.1;gl yr . •••.• ;'.. f1Gv.—A7 OPTIONAL.VENT DETA1./ 7 oEA0N LOADS KN&+1`•'' �E1Li n .<%��7rl�.Iq &TA '/ +tio PSF• -E,.A.: ND Q 8 9,r -400 PSE' 34? ▪ (q(iti l* .YC00 DLOX ROD"m EM71 eta vase>PER`E^•^" 92ES SUBJECT .0i/ '1i 13 4 D 3/4.IWC 1M %W-.�•%eD..//D'Rl'.EECiTO7L9 =%D , LARGE MISSILE , 4 ,� iy/E =MO owe.K 2-51e.K I7-1/C OW 9ECTIGICa OM.2 ant y STATE OF (7)20 GA.CENTER STass r�Jtl^f` �'�fE".,ir orris AL STOP l DING ATEACIED WITH CO CLINT= S No EIA,MY.=EL END LARD[FASED.E �'AO Ccs•.••• 1•-''`nl- 3i V/F7, A� MP ANS 7 =nLb®�r f MPACT RESISTANCE �. '�A/s/owns;`,I% i� csOmIET.7Y TNSTALLDD- '�� 4116..t16.2 ;11X A)ID t AT 771E TOP _ '• FL A/AIRt4lto- 6,y .X416 MAC)ZT ATrAWED 70 �' f,.f :+moi am MOW RAD- ---. JAN1 1,1 41 •`t-SB• •R' 7 Y ON.v.STEEL TRACK ,CN���� • tA0 BELT ADD A7TACHEn 10 'ii >•� �•�-!lI (2 TiDIT<NE51.0®' THE MEMORUMI OP MONO 94O D4 SODSTANTAI. TRACK Y/(1)_114 Vi X SRT i Z7_� + CONFORUANCE HAIN THE PROCEDURE OESClMm M ASAd ','-�: • • m OA WLV.S&TEN 4ANLT�AL E33D GALS/0ASELA Me..TM 201 201 MO DOI IDE . _+._ TonTLE:END STDG ATTACHED PRE5SIRS SHORN ON INE DRAW=FERE CALCULATED US emu=own voisMN 01.01,118. 0143 101/005004 WITH f2)METS DA=DDiro 115440 ASCE 7-0O NT04'DIE 40120790 PAR/LVEIERS(8 P40 MODEL 050$BSITAGR 10410,2000 D Tali X 10 GA,r• •� ••• -:• •�� 5449 TO ODORS OM AT TDP {1 H•R-tAOSp AND=MR • OF DOOR 7813Th D7 T4E OND ZONE ROOF AT ANY ELOPED: MGM MU-0.1X SOOT(2!-g 1000,2000 R3 1900.7XLTASAEE X0.(.51 CASHIER ATFACHED 15 R-... 5400 SPFEO(AlPS)- 212 1n 183 170 I :1D axe,Long,0 ca1L F OD$,Summit Panda V/C3)V4•x 3/4'HOE 71� SCOUT! EXPOSURE LEVEL 0 0 0 0 I 0• GPO 113074 9 IgOE (DAFRA MR • • TRACK MOUNTING DEMI. SEAN Row'HO AR ,6 +5 i 25' B (=on au we tom SCC-9518-165-264 NTA 110140 TN]GtLTS�Q' 4EYE DC.Rs01 9 =1 W 3 • . • • • ''� f RAIRRI•A E ROLLER 23'12 GA.OALV,STEP.[.. 13 60.G L%FIAT LEAF NOSE Y/yY STIR AND c2) ltd•DOLT RETAINER USD MR Di �/ STARTER PLATE hTTACHED V/(4) ➢PACKET ATTACHED woo VC k 3/4• `- TSN Mato StAT3 �IA / SPLIQ BOLTS OR RIV�ZS IDX WAD SERE/V-6 :i.. "ir.�. KR DUDtNEDIATE REY12R . 2'GALV�STEEL CKHU 255•HDdslE THICKNESS ; l . IOW HEADROOM TRACK OPTION o 1/2.18OA.ORME ATTACK 1=M- GO m 6'a 3 2 are'k R➢Ile . w CS 1/4•k 3/4'19E(REA . .riA l rNn1nCe ATTR Vl f2) N.T.S. saw.%AT Ear END STILE i TIO-L-IW CR 1/e' 9ET AlA7 TDP EN TAD Sacruty ARD Jimmy Of EACH=Mat• . • ` • ASS alt HEADROgi!TEW FIXTURE 1H - . Mimic T REVS N• 11ti Ir 00n09MtwIdl the plefib . itahlio • • Aiaptioae Not "{a/D• PRODUCT RENEWED T4i(XxicrstEyiSEA `ppDuk,gavextE) {• as complying with tho Florida AA ccalylyiagrid0 me FTodd4 13 GTL FLAG BRACKET nTTACiLO TO V,„ %"/'tl - `�0i1e "Q''� Building Codo cr ) JAHaV/cif 5/16 DIA.X 1-5/8'EAG DOLTS / nn�r .—� •. ich , 44 ` NOA-No. 1T-0517.11 /l a•U .7dS�3 dS AND TO TRACK V/(4)!/4'-20 X 5/8•TRACK j - ^•• LIL'':Ir�J✓ i SPLICE DOTS.AND NUTS �� Expiration D to 10/04/2072 /� "'•4, Ey • ‘T.Pmtcitbotd ... , ConhUi • SPLICE TRACKS AT TRI¢Li:GT=1 Mian odact Control (4)V4'-CD TRACE.SPICC 91210 6 WIiS -DFD1O DCLTEtE TD8Jp41 MtCII SAPDTA a li/O' LA • iCl CTKIM:13 DDEEI '., OOD JAMB ATTACHMENT TO STRUCTURE A taRme,13CoaR:a£911fauDs 5/3/15mR C)SAWDEA .R 1-3/6' JAND _ -2.X-6 V 3t JARa ATACHRENE TD WOOD FRADESTEiL1MISErr 1 •• ; a X 6 VFRTICAt_ )AHK ATTAWM TO 2.000 PSI ETiNraRF Final KVIK BOLT 3/2'X 4'STARTING 6'FRITH ENDS:THEN 24'OA Ce 1/2'9MENE41)DA SALV.ITEM. HILTI SLEEVE ANCIET 3/8'X 2-3/4'STARTING 6'.FRE71 DOM THEN/0'OL.aV4'F10)E.E1O7 u a 1,'t% ` b'�FtipTURA1LroT REDHEAD CTRU-DGLT)3/0'X 4'STARING 6'FRml ENDS THEN 22'OA C2 1/2'EHBEDNERD i SIZE, . , !v/ ,13Bi10 • 6ENF. U)I/d•-2o k./D' ' ''USE PAIRS OF FAS'iEE•FRSrDESGN EDADS •ITELTT t/4•X 2-314•)OAC-COT O4 SC/4' STARID)G 6'FRELMENDS,USE PAIS OF 420Pte' , J.-; NO VIV •FASTENERSC3'APART)AT S'OD O L4'EHBEDHIND -MOPSF Ks o • = (/ 2 X 6 LEEVICAL ]AMA ATTAXH6-1 ' TARTING CNA N E (RTDE PST Tic..a 51255 SUBJECTFHLTT SLEEVE ANCHOR 3/B'X 2-3/4'6TARTING 6"FRf➢t EN➢9 TFE'4 12'rJ:Q 1/4' TD IclIoT v {)11SE FA =FER HOLLOV 0-00 DLOCFO fiESTP1Cii0NS A9S !STATE OF PI/al KAGS AND BOLTS CAN BE CGUMERSOHK TA PRGV7Cc A FLESH 20.1(41125SURFACE. C pfl •C+ ++f3`UN_ _ . •I•T� CONCRETE HOCiJ)W 1111/CK l�SSTANCE- N Ft _ _ _ _. • STRUCTURE STRUCTURE,1S STRUCTURE GgTRUCTURE y� yyrp. • SEE(TABLE Z.FOR • " I `� In CACGI6E=MT VaZ1m1-SLLDI,6t: enol W V vwesA JAMB BRACKET SPACING • 2IIDDSL#2.60'HERI'T'AGE 100.2000 • STANGARO TRACK FIGURATION FUR 6'6'UP TEl 14'TALL DOORS l/C mit 2-3/4' 1-1/2'VGN I 4' HODRL 055 OATC SUMP(24ga) !MCO,2000 i JAMB Short. lansa&Oak Summit Panels N.T.S. ' 3'MN S E lflEG18T SIS DAB EOMNfJ9R •• B atomEG [ISO ONRC-95t8-145-25-1 ' • OIODDt IRROL51212BE DE 113 it.0:IE1/1 szEz 2 E S tf 1 I • TABLE 1 TABLE 2 • DOOR SECTION HEIGHTS . DOOR TRACK ATTACHMENT . SPLICE • • • HEIGHT Btm 02 03 #4 85 86' 07 88 HEIGHT A B C D E F Oft I J K L MN S • '.•tTg,f *`yi rlm&r1 tZ4"�-.21,.;Nit Y ifi ..g4t riPfragin iMX,q 'i38,i1401-f.414 NI: SaTTA' 1 T,0 13'S° . 21" 21" 21' '21" 21" 18" 18" 21" 7' 3" 14" 27" 38" 46° 66" 68' 78° • impreing ally Igit-1.n k1_aT- ..gk•7414.Z'A ARA tL4k?Z',,'s'Mg`'@.t_`3'6..n_'M.g$.4'070 Mg .. w'�'�-..ii"f> 2 '•'_• 12'6" 21" 18" 18° 18" 18" 18" 18° 21"" 6' 3" 14" 27" 08" 46" 58° 68" 78" 88" ,ab*041 V.1 i`fr<V 2?1 4.8' $ xt E t aim 8.2 7$' $A±i34 - • 11'8" 21" 21" 21" 18" 18° 18", 21"` 3° 14" 27° 38' 48" 56" 68° 78° 88" 100' • O. i:AkTg Sn`F0, g'$i* 3"` 11•Z �•. _8 n, 1 3' x 'r4a � �1.$ir e� zt .1i=21'x. - ?"x.tre X1.9 �n4'+"�a75�S+, +r�k t��t @K i&Qs,h�.-u .n��r, e zu t2G�10'6 21 21" 2t' 21" 21 21' :91:: 3 14° 27" 38° 48° 66° 68" 78" 88" 100" 112' Si`(> 'd � 1'r( �"1 4 (�7 38 9$ t� 6 t � 1)4140 s4;� ztt• 86' 21' 18" 18" 18" 18" 21y" 3 141 h2-7n° 38" 46" 66 66688"8"° 8 78 8" 180"110" 124° ^�� k118s 851 sl$ aj8• l5 51 :.t4,U0'.s3.k 144:,� A '44 8'a k6.8'.,Z8$L85�,100'AO420' xmT NAV 8'6' 21' 21" 21° 18" 21° 12 3" 14" 27° 38° 46" 56" 68" 78° 88' 100°110"122" 136° �1�v4 7 i;1�°3:4 Bir !a a kV, AF. Zc'$e.0..° 9'!i- .`.f.88.S;Z$�:Q.f.i OQ`4.91 13.2L-0,f,-444 :. 7'6" 18" 18" 18" 18" 18" 13' 3" 14" 27" 38' 48' 66"' 68" 78" 88" 100"114"122" 134' 148° • • .? ?Zit'Mk • MIN;g0"a°° is 8.E; too.Art. ?a iQr:1 +i i•-194-01 ; f 8 B' 21' 18" 18" 21" 14' 3" 14" 27° 38°. 46" 66' 68" 78" 68" 100"104'122"134"148" 180" ALL TRACK ATTACHMEIIT SPACING+/-2"ALLORTO WITH SYP NO.2 OR BETTER ONLY IIIG •r . . 1/ am; � in eninPlying heidl�li» • Cale 0 / " ••• %/// VERTICAL JAMB• /i�r I� „'�� 4.14r- r4.7"-,---- DESIGN LOADS as complying- With the Florida ■1�6iblileftsiRt'lieelI' '1 +37&0 LDS/FT Building Coda _. :j /' -414.0 LBS/FT f I i l I t! 1 l N0A-No,• 17-0517.11 w mg= gum Wit Fr SEE NOTE 2 Expiration•/,010/04/2022 A OTIXCD01 TD=I sRE men OMVEI ST 1'1 BY 4-r. B OHL TOPE RE R/22/D RR SPEOFICVT1ONS AND NOTES �f3lN-•'. 'Product Control C WLECR9dL1103SIKU A-A(25015 W1I JES 1.ALL THE LOAD FROM TIE'DOOR IS TRANOF8RR0 TO THE VERTICAL TRACK, - elT'11t711►!!! ss' FROM THE TRAGIC 111E LOAD IS 7RANSFENiFD TD LTTE VETiCAL JAMBS, IMAX STE '"'11. 5HE(►'rip- YINE HORIZONTAL JAMB OR HEADER RECEIVES NO PORROH OF THE LOAD FRODUCEYBVISED fa'siS jti .5 �C' e. •s-P TRANSFERRED FROM{'ME ODGRa#ogiyDle 14314.Fwd. DFS(ON LOADS & sJ��P �OEN9lc /)+O/p-'3x2:6461 VERIIOAL JAMBS MAXIMUM DESKWN IAADS OR D iE c ,. 4420 SF e' o+378.0 LBS/t7 & -414.0 LRSatonv►euootaro��7J / -48.0 PSFC '�,to06406; in4gggB3.DOOR ANO HARDWARE 1'dil.t1E DESIGNED,MANUFACTURED - !/Jf:C✓tl�lJff I I AND 1NSTAILEO SF04 STANDARDS AS SET FORTH BY DASMA. �i� 7 51ZE5 SJB:ECT *: (1 *tl 8 yy i' 8�L p q, 4.DOOR SECTIONS SNAIL BE 24 GA.(0218)MIN EXTERIOR SKIN �:.� 01 I� ROLLED FORMED,fl%BARED ON POLYESlr72 FINISH 'T P'O� reETs°na nDt+s 9;firi1:1:1 TATEof5.DOORS USE(1)5.5'1800 R-TRUSS PER SEOWTON -' sTA &) -1' tP. .AIR).(1)3-28GA STRUT DR TETE BOTTOM S'ECA0P1m�P')b$.CRaFLptiaLFROE MISSILE '. 1 R10.•'[�G"8.REFER TO TABLE 1 FOR SECTION CONFIGURATIOtL �j. ,taRE6I91hNCEF� �l7h1�11. �p'•�`, �� I 7.SUPPORTS°STRUCTURAL EELEMENTS WALL BE 40 LOAM .- !1`ttt11i 81'A EGISTRED PROFESSNDNAL ENGINEER FOR WAND LOADS % SEDATED • • ON THIS 3600DRATENG IN ADDITION TO O17N�R 0001 LOADINGS. �G.••• 8. ATOS APPROVAL REATE IC THE MANUFACTURER TO 00 TESAHG OF ALL. A,y r,. .- .21 ...7.0"7. COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF "• • AVAILABLE TRACK CONFIGURATIONS ACCEPTANCE A MINIMUM CF 2 SPECIMENS SNAIL RE CUT FROM EACH COIL ILS mg.=caw vamps-sew.xa. Ines vwaava= - N.TS AND TENSILE TESTED ACCORD PTO ASTM E-e SY A DADE COUNTY MODEL#500 HERITAGE 1000 2000 - APPROVED LAB S1.ECTED AND PAID BY THE HANUFACTURER, EVERY S NOOSE 668 OAK SUMMIT Z4 1000,2000 I ' MONTHS.4 TUNES A YEAR,1f1E MANUFACTURER SHALL MAIL TO MS OFFICE ryry ( gs) A COPY OF THE TEST REPORTS NMI CONFIRMATION THAT THE SPECIMENS Short. Cann,Slush&Oak Summit Pante ME MECTLD FROM CELS AT THE MANUFACTURER PRODUCTION FACILITIES. SIE DEB 6f 93f D.OE SEE RORER AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY CORS •B OBI_B 9V am corm EC-8518-165-26-1 YeTH 11030 SAiENOTH OF 31,,600 PSI 0R MORE SHALL 8E USED TO MAKE S DOOR PANELS FOR RADE=STY UNDER THIS NOTICE OF ACCEPTANCE _ Mei 11BVSLFIIIFPSTEEE InEv.W8SO SIFT S IF 3 • • • J