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HomeMy WebLinkAboutProduct Approval _ RECEIVED r NOV 15 2021 SCIS;Hierne ,L"In User itegistabon Nat Topics c Submit Swharpe l Stats-.�Faca,€ publicatfonS Contici u's.I -k1S SiW M p. ;, i.toks Search C}l t� S Lubib l g y : .. t.Lucie Count ' 'n USddactApproval PermFile; Copy -`.USER:PuYblit'User� - u �Anorov�f Hanu;s Pmdagto4 Abnticetioh earmf>,_i plication list>Atip ieatian Dataiil! FL# FL389-ii1o' REVIEWED FOR Code.Version ae , 202(3'.Revision CODE COMPLIANCE Code ion �" p , COpplication Status; ApproveV C �To NTY Gomciients' DBOCC 11((Vi( Archived RiCe!6Ct Niantifacti rer American Shtitter•Systems Associ6iiioa>-Inc, „address/Phone%En aii 4268 Wetstro'ads 004e_, Wept Palm Beaeh;.FC 33467 "561);209 8263 bfeeley�easterttmetal:cam .A4 orized Signature' Bdl Feeley, Irodriguez@easternm taI.cgrn; Technical Representative`; Address/Phone/Errail: >Q40Hty Assurance:Representative Address�Phone/Erirall Category- Shutters Subt:itegory Accordion Co mpliance:Method; :wkluation Report from.a Florida.fteglstered'>An hitector.a:Licensed Florida Professional.Engrnger r: Evaluatlon•iteport=Hardcopy:lteceived t,F19rida:E6411!eer,6r.Ar6f4kt Name who developed the Walter-A. Tliiit 1r.",RE. Evaluation Rep6 If, ,. Tlondai'bcense PE-44167. Quality Assurance Entity Plational_Accreditation anti.Management Institute;. Quality.Assuratite Contract:Explratiop pati® '2/31I2021 Validated By j6hh:Wanry Karnpmann-Tr` Validation Clieciclist-,liardcnpy-;Receivzd Certtficate of,Tnifependeice. 89<'RSO Cb CAT ASSA 8LA[)Ei •: 5.389�R10"COI;'COI*ASSA`BL''AADEi'2.pdf F 89`Mo'Cori t}r,AS-A�B Apk3.ndf lke r6nce&.Standard and:Year f Stn oadard i .. ,,., ) SEandard. Year. 4STM,.E-1886 2Q12. A$ThM Er1996. 2012` wm E-33� 2002. T.4s 201,202,293 1994' Equivalence of Product Standards: ;;Certified By `:-Sactions,frem"the Code" ,10 duct ApprovaLFYethad:; Method i 060on D bate Submitted; 10J15/2021}. Date.Valldated," 11106/2020-. _Date Pendmg,FBC Approval; 11106/2020, Date App roved; 1�'j15/202t3' Sunuhary of Products FL"# Model,`ittdrnber;nr Maine- Desgriptiaa 3B9.1 5ertha!iV Accordion Shutter,glade Fattrudei(alum num mteriacking blades Cetarned,by,tracks{tap 3 {l�(on}WHZj.-Dr 440-165. and tiattom)far stormi`_Otat�ctlon lrirrrts of Use. 2nstaliatroir Insirucfl6ns ,. - Appiroved f6i-Ase in H,VHZ No i 3Bi3 Rio`II. DRWING FtSSA-BIADE3 p : - 71Pprbved for use outside HVH, e'"Yes, Verified By American Test Lab of Souttf Florida,Inc: '<rnpar t Resistant Yes: crested by Iridependen't Third-Party2s° pigry.Pressure N/A Evaluetton'Reports,'; titesfiert large=fii srle Level 1?",Wfax"span"is=12�3"for 40,psf 9 R10i AE PER ASSA"BLADES: f: positive.ASD loao.Ah,d 13'=O}"'or 3S psf.negatiiie 4S6 load the Created by Ii�rlependerttThird°Party Yes;: 'HV3 blede w!o windrdw blade,5-2",foi--110 psf,ASD load far NV3 Wilde W jo vwipdow,blade and:,g=11".far:62 psf,9 1f"fflr" ^5S psfHV3 blade w/wiiido�v blade working.n uirisan>htasl:span �'HV3'biade w1,X Windovw liiade for instal(atians into aw Stud walis is 70'i 6o 4yiax;ASD pressure rating of. 72,-12 and: 84 ;fnr+64;-64'psf 5ee"sheet.5 fgr either spaiss'and ASD 'pressures. _ - 38g 2, Bertha hIV Accordion Stiutker=Blade,l Extruded a{urtitnum inketlocking Blades-retained i*tracks,tog Only={Elan HVHZ} Drwg 2t 164 and bottom}•foi stoCrn,Pratectian _. - i»rmits.af Use: Instkaffattaanstrucktons- ,Approved for use in ivhz Na �r i I ;A BLApi t;{j Approved for uie ocitside HVH2r:,Ves Verfl9ed By:American cost Lab of autfi Florida,}tic_: Impact Resistant:Yes; Created by.Intiepeh'der t Third Part,:Yes Oesign;Press d-&N/A Evafuption>fteports :" Otiier.'Large missile level, D' ll :'MaX Spbn is.16 V for 30"pis.f PL389_i210 AE PER ASSA Sl" DEi:odf. negattu..e'ASO fowl depending on"ce rtermates Arid ioi:ing rod Created"by:Independiirit.Titi"ril Party YeS. =canfSgur�itian fortheHV1 biade;.8'=0 for.�6�#, 72-pis f A.S.D: load f&, blade'.for Keystone mountings Z`_0 p s f.`.for•metals stud rnountrngs arii!-8'-0!'for 110 p s f fa`r:HV1A workci'ng Wt ; :unison Seesheetis 7r-iland"2D"respectlueiy ofinstallatian tCrawings for othei spans and pressures: - , p.3 Berttia`HU Accord an Shutter i xtruiied aluriii rum rntetiackrng`tilades retained iay;tracks{ttwp LONit30-,(Non,H\rliZ -Dr.wg 20-163 acid bottom);foi storm protectror;," ' limits5af USe instaliabon3tiftriiatifins - Approved fPup,a„in HVHZ No Fk36 R r 0•II>DRyi] A�SA i3iA0E1 `Approved fair,use outside HVHZa Yos Verified By:Artterican Test i ab of South Florida;Inc.,. 2rnpacE Resistant:Yes Crsatgd'tiy Independent Tiiird Party Yes 'pesign'-Pressure NIA; valciationReports . Otiier:.Larxi0 mi5slle Max' 16 0 :spdn•at 30 p s.f,'AS61laad.. i¢.; "Ric€ t PAR A, A Bin{ E,4 2 fifizif !o Blade 1 and 18,0"for,Biade 2 See schedules on sheet 12;," 70il ted"by lndependi±rttThird:i'arty.Yes' 25 and°2$respectively' L-6h6it Us :i,50i Sfax Srane Road,Taiiahas.ee FL 32399 Phone:656.487-1824 rba State of iaOda is art AA/EEO bn pioyer C�R3�rAht-26Q7-ir23 state of Florida ZELAa SYaEdrn ,:diCteu4 riiri y State aiQ{G,":r{erUnd ST 3YbmNnk Under.Florida law,ainail addresses are publieJacorils,If:ya"u do not WantVoure-rna,i address relaased:in response to a pubh&recards request do norsend ctestr nic - "-Mali to this_antity1instead tahtactthe oii?ce li phane;or by'trsdirt&nai mail.,If au haae'any:questidns;.please+.aritaef"SSD_ifi7::1395 *P'u[suant.to-Sediuri,455 275{f}. ^v.-_OdaStatusesreffdctiveactAper•1r2II12 ttFdrts'eesiibensadondei,ClYapter955j°FS.muspprgtiydettaeU artm¢nk;:withaneniatiaddres'saPtheyhavepse,3tCearnaus- fmavided'tna'8e,use,I.for off dal,cumrnunirab tfith the-1 censee,rigroveveremail address4 ari piibiicrt cord If yotl do not iris-h to siipp.IV1 0wr q.natiadress-pibaso. pride the Etepa _ant wlif+ari'srvW1,adC s+�h4ch can�6a rnada av ilrodacxc�the tAppnavorl A tyty tine if yo}e ar :e:.ilcons"under chapter-d5S S.,ypia s'ctict`hsre i,erEsf�il; -'y GENERAL, NOTES: 1.:8ERTRA kv.ACCORDICITd 5RiiT1ER siSTEAI SHOWN ON THIS PRODUCT EVALUATION DOCUMENT P.ED:}HAS BEEN VERIFIED FOR COW LAKE-:IN ACCORDANCE WITH THE 202D(?11 EDIIWN)OF'THE FLORIDA. ... :: BUILD€O CODE.THIS ACCORI§ON.SHUTT1nR SYSTEM SHILLi..NOT B@ INSTAll:EO kT 11iGH YL, HURRICAAE ZONES. DESICdi V4NM LOADS sKAt1.BE OE'TERkiNED AS PER SECNON'I=OF THE ABOVE:UMMONED CODE.FOR A BASIC WIND SF`EED.REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF -CONTENTS BE INSTALLED MR A DRECFPDNA,FIIY PACTOR Kd-OM.:USING A$CE 7-46 AND,SHACL NOT EXCEED:THE MAMMUM,0,50.3,OSIGN'PREEG RE(tA71HG'S 1NUT0,ATED' .ON STEEM 11.THRU 15,19&:20:: . '- 'IN ORDER To VERGFY THE ABOVE CO[9oRTDN:.ULTIMATE omaw,.WLND Lows_LTETERMOHt31.PER Asm 7_iB SHAL€_BE,FRRST.REDUCED To:A,S.D:DESIGN WIND LbA[15:: AREA 1!.W BLADES I :9 BY MU6MW4G.THEM BY 0.6 IN'ORDENTO CgMPAAS THESE:W/MAX.(A.SD).,DESGH PRESSURE,RATINDS INOICATEO,ON SWIB 11..THRO 15. 19...4 ap. t GENERAL NOTES SHEET 1 IN L=D TO VVER. THAT COMPANIONS ANO C15-IRS ON TUG D FOR V TESTED.WERE.NOTAST NMENERS IN wowf.A 33 A FNCRE4SE.IN AkLOWA9lE STRESS FOR INAlD LOAM WAS. USED IN:THEIR SYSTEM C mpoN''m 1-20 .SHEET 2 ANALYSIS: .ACCORDION A W3d0TTER DURATION FACTOR CDIA1.80 WAS USED A FOR VEi1FMGVU7 OF FASTENERS SYSTEM COMPONENTS 2T-37` SHEET 3 BERRK4 ORT ACCORDION SfiilfiElR SYSTEM`, hDEOUAt:(FOR WIND MHO.LARf:E L41S kE IMPACT 4.DA0 HAS-BEEN Y2IITTEO IN ACCOtO)AWCE.W0}i SECTION 116D9:1.2 OF.THE-ABOVE IAEM70NE0 CODE AS PER. ARL pRtS: � � TYPICAL SHUTT6L A55ELA3LY 38-44 SHEET 4 y�, TYPICAL WNDOW BLADE&WINDOW DETAIL. . -HV MADE 0,¢021d:01-03,/0715,01-03.d1O6461-D5:: L214�01-05 10317.02-M&609M1 10 AND#6210.01-TI AS PER TAS-201,TAS=202 AND TAS-2D1.3 PROT1.00OLS AND ASTM`E-1886; : AREA '2: L{V B€14t)E AND Hl/ WINDOW:.BLADE AND E-.1906 STANDARDS(MI=LEVEL,De VAND ZONES Li;2-&'3)4#I226.01-T0-6S PER TAS`.201i 2Q3&,203 PROTOCOLS LARGE MISSILE. !; W WINDOW MADE:.9.10800,01-08 AS PO ASTM E718$5.AkD_E-(99B("SS LE.LEVEL 0.MIND:ZONES T.2.3),44WC:.PROTECTYON ONLY AND g 0725.01-06 AS.PER TAS 202 PROTOCOL •TYPICAL SHW7EFt ELEVATION&N07ES ON,LOOKS: SHEET 5 INSTALLATION DETAILS A-F,..CGNCRETE/BLOCK SHEET 6' 2.HV[MADE(D AND:M WINDOW BLADE a ARE ENWWE:MED:TO WORK IN.VNGDN WITH EA61 OTHER UNDER THE GENERAL UMADON3 AND CONDITIONS Of M:IWICATED ON SHEET 19' INSTALLATION DETALL.B G-M.CONCRETE/BLOCK SHEET 7' 3.BERTHA.H.V.ACCORDION PINS(HV VQREWS),USED AT BLADES KNUCKLE ANO MR DIRECT MOUNT CON[i£CTION TO.TPACKS.SHALL BE B14Y2:75',AND 014R1.75'RESMCRYELY.410-HT MINIMUM SERIES CENTERMATE DETAILS'.HV SHEET 8 STAINLESS:STEEL SCREWS WITH 13&0 Im3.YIELD STRENGTH AND ISO I.1 T'V45U SIRIENM,'PINS SHALL BE,MATED WITH BERTHA NV DACROSHIED COATING SYS•.EM:AS MANUFACTURED BA.'APPROJFD CENTERMATE AtTEFMTMG DETAILS WSHEET-9 COATING AFPUCATQRSi.REGISTERED WITH,AMEMCAN SHi IM.SYSTEMS ASSMIATIM PINS MUST.BEAR THE HV MMMNiG ON THEIR HEAD:.. 4.ALL ALUM NUM EXTRUSIONS SHALL'SE ALUMINUM ASSOMRON ALLOY AM TWER AS#IDICATED ON SHEETS L2L AND 3,M"MUM YIELD STRENGTH TOR;GO63-18 0.:L#IY.i8 30.0L k$1'A11D 35:7 IusL FOR, END CONNE07ION DETAILS i-B.CONCRETE/BLOCK SHEET 10 6005-IS ALLOY.ALL.kLU!EUdR:l EXTRLCSICNIS IN CONTACT.*04 DIESULAR-M3TERMS Si,2 COMPLY:WPL,FL SECTION 6"OF THE 2015.ALUMINUM DESIGN:MANUAL LIAXIMUM SRAM TABLES' SHIFT 11 .. ANCHOR SCHE1xJtf-CG=ETE&BLOCS( SHEET 12 . S.'ALL LT&.%R3 UL UfARFLkYY 161UA,SO4 OR,3T6'At51 S6"I,=OR CORROSION TR�STANT COATED cmmN STEEL-As PER oK SDOiB IYrrm 50 km MIN.Y ��STLENOTf1 AND 90 ksi MIN.TENSILE STRENGTH. .ANCHOR SCHEDULE- CONCRETE k BLOCK: SHEET 13 'AND SHALL COMPLY Wp RDfODA.BUILDING COD£SI-=10F1 2411.s.3.4. .. ANCHOR SCHEDULE-CONCRETE&BLOCK- SHEET 14 S.BOLTS TO BE AWN A-307 GN,VANREA.STEEL.OR AISI,304,OR 318 SERIES BTAM9ESS SH:10.WITH 35.w MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 ' 7.SEE RHE FOLLOONG SHEETS MR ANCHOR SPECIt1CATPONS:W BLADE 0: 1Z13.14;15 AND 20 INST&LATKSN D£TA1a M-R,.WOOD _ _ _SPIFFY 18: 17J BLADE*O<ric 0 W6;WNG�IN UNISON: 12,13& 15 INSTALLATION DETAILS S-X,:WOOD SHEET 17 9 THIS MRTHA H.V.A•CCOR00J,1.:SittRT£R 5'YSIEM.BEARS A U:5.,PATENT LTB'779,582.COLIPONY;Td7S OF THIS APPROML RARE"COVERED,•IN WHOLE OR IN PART BY U.S. PATENT$5'458,179 ISSUED TO EASTERN END CONNEC`RbN'DETAILS 7-12 & X;WOOD SHEET iB METAL SUPPLY,,WC; 3.R 51tAif.t THE RESPQNSFBtLFTY OF,THE•CONf17ACT6R To VEIb1FY TH"c SWNAhtSS Of THE"SfRLfC1137TL'WHERE SHtfTTE+t't5•j0 BE {'T{y{!80,TO.INSi n PROPER.ANCHORAGE,CCd{TRAIC'°L+flFC 7C2 Se.ttLJSOAU"L;{: $( jie/`tNtE11741W=8r�ai �71A_OAI„Y ALL S4JTTER 04kPONENT EOGES WI#0H REMAIN,"U FASTENING IN C014RNUOUS CDND+w^`T W JH 7N8•:BUILOENh>..TC1`FREV'Fi#f;"YflNOf,RIUN JNfiii15:CN.` .. '(1',a .gy},[g'f-�{'ELcfpAT79lP :. Y::,`6HEET 19;•.. 10.EACH:UNIT'MUST BEAR PERUANENT LABEL IN A ViSIME 1PLACE WITH'WARNIHO NOTE:DflfON Pk-RCOOS.OF HUTORtC;+6iB WARL"C$H"C,,OWtLPA;.70" OR OTHERS,MUST P?L�T+EP1.Y OLDS£Pik-ITV,AND it CENTMI ATES AND ENGAGE:✓R LOCK ALL HY AND NO LOGICS.' AR�R ;T iLt3 W BLt36E kll ONLY, 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY mite LOCAnON AT ACOof6bm,5iiUTkEP Iy'A.0 1153rMS.46?L`E 4TH,SECTION 17TA3.9.3;OF FLORIDA BUILDMG CC GE LY#E,LA.B�:�15HALC BE INSfAY1l.TlON OETAIl_-LIETAL STUD WAk45: �S+fEET 20C. PLACED FOR EVERY f1SC,.LOBEums TO Comy WtIFi$k"s.'ltlL"i 5705192 Or TiFE P,L{1F�3A Jr COM � �'� _ ,.,. � _ .. ,.. .: .. OPEN ... 12.BER7FIA-HY,�SHUTTER SYSiESf'S Ria"TAISATOtd SHALL CCLiPLY WITHSPF�ci`, J4 0 f �Ti S� ,PLJAS Af1Y-`Si7hLING Af�D.`�d'C d•fjG R7•GULATIDNS.PROVIDED 73T,Tis,E 011 WHE . PERMIT IS;WTAL`E7fTO, 13. (g)T}15.P,EA.PREPARED BY TT1S'04G8dF312'LS GEN]UD AND DOES H T PROVIDE RdFWftTdb;€FtHIt';,A ylTe 51'ECdFNC Pt{'CTdEC( i a,14?IEE?E,:;T11E STN CONDTRONS:DEVIATE FROL4 Th"E P,EOI. .. .�.' -' , (b)'CMRACTOR TO BE RESPONSIBLE FOR.THE^SELECT",PU=iASE AND-11tS'tAtLATTOi{:�ITtCLEID Mii U're 50.m DE lit P1Tv6qT,,;E�`bid T'IS k�EO;.PROVIDED HE/SHE boo flailbEV1At1 f'RC1Fd ' TP11sL`.�..171�vAW11"t�t SrF (�tit1.Y•,,BEW, �LIS�Cy �O THE CONiPT1K3F�iSEVNLE6 ON Rt�s DecuMQdT.QOer::rRLrcnDw sAFErr ar Ise•.t?D,�nrr�cit's REspOr�ssv; .. - {ATE`4F (c)THIS P.E.D.WILD.BE CONSIDERED IWAU6,,&ALTERM BY ANY MEANS: DAIMON"`reign'$ 19'THE Sg F O?1DA, (RESPONS SLE FOR,TALE PROPER,I Or TH�EA ED,MNEER OFR���D ff�NEER 6.�i.£IdTcD�£17DtR'£�TD 7i�tE P.L`G•�fG1NEER S#L3R3.SCIBbI�'SO RHOS LATTER THE SAFE- D SITE SPECtnO PROJECTS SAL... A^'tENG AS A ARCM.tiEC7 6Rf�.H YAL.�'B@ 6 Tj, Er +'VEER Or,NECt2R0(EO.R.)FOR-THE PRi2}kCT. -- a REVIEW.."-. Clt'C£.OPASWOS xro - (e}O=*IAL,P:E.D..SF41LL.BEAR THE:WE AND,ORIGINAL SENs'AND SI0MTURE OP THE i(RCrE.^n4�0?L?T,:y>�fi.t** D AfS PREPAfiEO,• T4.TL'Ott.:LNG. ATHA y10ENzs'4, 1 to a � COt� C►1 ��112'iL�4it2j, _ No.441 7 `" jjc1 aLican'ShLAfEeT ' erTLs'. s' ST1N0 COMP ETLi3#LEEi�3Ds 3 . yc,Tr.;3alti RI Ss.abt k1AWAA TONG COMPCA tu ,coeds,Fwm u. 9 STATE Pna T3 smaluo } 4Z6# YLI�Ea�ads'.(SFc vai z [ Q�l++ L'+T.LCWL147T9 ..:It�kSL, tSLi1t 3 DCC".}L^3'u4C}i... ;1•'1 DRAWING Na < ONAl. ..1 t7RT�-- AAi $/ N 7Cf. .1Nc-))M10T' s• s.---. .^.^. -^.^-^h i. ° ... C aft +334 i y E BLAD a #�� 959$Q" TARTER. t4V@RkE UNJkk Ua F'AtENd. 'S45�F129 ° QUA3tf(Eft OR dJSE WF f}UAUfYETiVR ldSE Yr"W BL4M 1 ':, {' HY BLtDE t !�Y 1�11N4LA► HlADE* seas=TS Auor aria Te�P�a:: PUAUR .MITATIR�O USE.QF BtAaE is C r. E�"Ig 5 y fi663--T6:AU.QX AKDTfMIrE CA i a"""_# _ i i r _ tri i f r 7:by ADJ• ADAPjtg'.t�► LIP`. +a Ma- ' z _ 2: .� i4 K o�x3 aUAurTeo Frr u� - � My HV WA _ OVER:TRAC aza , -, �6 [ :�dJ, FLt1dR TRADK. eoss-€ B a auwIF7ED rOR-U E rr� , . �9 1�1L�6���LTRA�K cUk tFl&y.a oi�:, tsf ra ksr I r OCAUFIE0 FM.USE av to j; rags;e corRn t�,rfea a#Aar{ trt7C .�Irt4�A D SlaE3 1 per. „ Baa s ArFa Ti ui€ Q�tAIJFfEtz FOR'.. ttV , s .W W d`tltly} ii as ,3 t y cy} �s w I2S I .x t i �ty CETLINti MEAD�R F._. 'Htt GEr1NG H AD R!5# ( s 077AL:FtE9 Fall'USE-,td ?V B A€IC t.DNIY. ac�nea roa us>:'v,/ Ns°s[;�c J�E�:�: � �o�s-re aua�ss�a�+Er�r�' cudurfa t-o�:t�se rr/�#{u euto ti,, . SEE SECfICNS �aR VAU6 '_ ... 17 5fCT1[ttdS Frig`V L IIALiFIED,F�USE W/ Hy. et]63-0 iS7:I.t1r AND 7ENaCR:- .. -E0 adaaEq.� ,. riuo W I,UhLY ... r tENPT..li � i f{ A. . 4 / 72 77 oil aLFt R Lw nV �,�1RdF1U114 ANGLES • ,1s z alsrz t is�e x 4� �s ratx c ��� tstoa ) GONER P'tiSTS -, ��n0.17 ' sxiczs r 7qUAuFlFn roe use wr >v ;. 61 hOt C14lALii 1�] BiA€3 �J9Nt, �5 �ib�k „+�fLaY AW17.7khtPkr _ - coi (for:.: sgh.{(ei4cl{ Nucr^ci s'tone' p#it yza3g�rasea a w &h; unt vc. t �s Aedbrdton Shutter System �:F@!C 1M[ _ �' ` it _ + tatse O,wl c> vety Y 7 -` «` 1It1#s`Tss#NcG1NE€t;NG,Cor�PaNY �Arned�A;�S zn 6'€u'�ee' t8rft9� � nsscA�narz V 'aAT €uvwwn or �F _. . 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DESIGN PRESSURE RATING, M ,¢. R0.1@,C' fWOR/{LtUN4,/alNttfiG W, + C+oi:-7. {t cagy 1: FT•Wkf�U.ut rNt+t� t. .�t, +it➢9t?(aat..lAyJulln,� � _ DEiERRRNE MNIIEit:1d SPAN.1'.FFOfi{SCHEDULE. MA%INUM SHUTTER:SPAN 'L+'OR'L- FOR T _..OR. t8 0 !'iB 0- '•18 0 s,6'-G 36 E-0 ;:ts--O T.O.... 18-0' } T8--0 I.LAiIC.kS INTO WOOD SHALL BE:LIMITED. {A W _OW ..AN AL O . ---^ - 5 Psf.;ASD I DESIGN PRESSURE RATING. Tt, ,fM DETERMINED SPAN E!tA'E N AND T1-". IN O 3a k4 10 4 10 .I ? i8-0 3a id ,O Yd I£F 3a. 45 2 te. 1L. a t.0 4] 13 t0.(!3 t0 .dd 2 } 1S 40 T3' 10 tS 10 40 i+} 2" y5 �. .:...:.... :: 3 PROCEDURE TO OETERMIt^L RIAi{7MUM SPAN FOR 45 73 1 "ttI 13 1 ]3 'k i fd- 3 45 l3 4 •.fy 1 "- 25 t7 d`� 14 3". -'�' HV CORNER CU47MMATE g3 MAY 9E USED.AT ALL COMBINATIONS Ili.BETWEEN lYA1 M.OUIiTiNCS 50 12 9-1 t2 5 12 D 1 13 7 5U LC a i =tL 5 W 50: T2 3 13 I .'MOUNTNG INSTALLATIONS.LOCKING SPECIFICATIONS Wj FLOOR/CE LING MOUNTINGS: 16 ,''T2 7 1 42^il $5 t 1 tG" I t t0" SS_ i I tt 7 SHALL BE AS.INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE AS,0. DESIGN GN PRESSURE 'zr c p10TE�'5,SHEET 5. t'2 .k Gi0 -4t i t 6O TO 2 3 1D a l' RATINCs SAS Ttl }II :"16, Om^ •i�i t 41 :It &S 1Q' 40 c_y0 £0.. 65..._ A 9 tU°f _ D€TERRtINe't SE'Ali 70 tIY 8 ,iD & 7D 4 T1 A r 70 0 O C 70 - 9 t Ae # AN'L+'OR `i MAX; FOR ti7+VJ �tO4MTlNC NST?1LATiCItS 73 t6 1 G 1 SO 4 Tt:t 3J YO t t{3 1 5 x 8 D' yy V:EPf THAT MAXIMUM SHUTTER SPAN FOR Rt70[2jCE1LiNG Y(7UitTlNC 86 B If ;q t`"EAND MAXIMI M AS.D,DESINC PRESSURE RATING FOR `°•'•^• FOR.A GP&N NEGATIVE A.S.D.:DESION PRESSURE- 85 9 8 S 3 L O" 85 9 C•�w 4 8w: INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATINCt 9D 9-3 9 S S fl`� TO I &O 9 3 8 " SHALL BE LIMITED AS FCILOWS: OETERMINE: 9-0 � 88 IO'� 95 P 4 F� B 3 T- CONNECTIONS TO KEYSTONE MOUNTINGLi" MAX. SPAR FOR WALL MOUNTING INSTALLATIONS, .LIMITED TO +64,-72.pa.f. 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M s 9 14 """'"""•""" --•w, - ALL PTaNTS.56LID-SET NOIESt A"fR i4 to t0 e a e 6 e" t4 aT2 iQ` n e r$ e(6 14 12 10 q �.a s =Q' d' - 4 tZ t0 D.:a I a 'a. �T.. f11 i2.a B a B 6 ,.a t4 t2 TO D 'a Q 1S'.�e BLUE TAP W/CAP A:i}MRNfl41RA EMBID/tYT INRi POURER(XINCRETE OF'tAPCON.ON TAPC�F WITH,)VAIFOfD 7 READA3RM TECHi0L0OY.ANCHDRS AI�ID IOFPER+.. ' 14 12 10 ,D :a, 7 JS 2D 1fe,!12 1D a a -a e B f a 12 to b B a a' b TAPPER+' AHCYFORS IS 1 3 4,AND FOR BLUE TAP-W/CAP'ANCMORS B 1 1/2'. 12 10 9:1 g, H k 8* IA'IT t)0: D 8 B�' B B' t4 12 f0 4'. 8 3 R,SYr D ^- Az)uL�XMUM dRBLT1MIINT OF 1 *'a x 3/4•NL POR2T5.SOLD-SET ANCHOR"SIMI.TE 7/6^DRO�Tt@E POURED Comm�NO ENEEDI'm li. 12 10 9 Q' Q a '4 1{ 2 10 A fl a' a 45.14 12 10 0 5 E ba.;J� .14 i2-10 -9..1.6 8 Q .%y: /t�Z III, 0 6' 9.' q 93 14 12 10 9 l} T Q t s. S,b .---.:.' .. INTO STUCCO 4W'L BE PERMITTED, t/4'0-20 S.S.NALHWE SCREW USED:SHALL BE 1 1/2'LONG MIMWUM SHOULD STUCCO OW,AND ►.StT U YA9P".OF'usE roR 1'MHNIMLM FOR W=M.NO STUCCO ti 12. 10 '9 S,77.5.&55 F39 " 14 12 TO' D 8 8"' g S 14` 12 10 s 9(a 7 5S' 4 "" `- { 12- 10 8-S.g 7 6 k b, Q T4 i2 TU: q 6 q Q S-S 14 12 10 D.i:$ .,itk '6:•a 4.5 " tR o. O- t _..._ .�,q, _.. ,:.. ,� .' a3):it!CASE THAT.PRECAST STONE,PRECAST CONCRETE PANE15:PAVERS OR ANY V+E?tEER OE FOUND ON Itit EXLSTTNC:WALL.OR,FLOOtY.' ..1Y.:'D 8 B t 7 4+ ^. t4 i2 f0; 0 y aR d`�SS 14 t2 10 q'S$S .Fu @'3�Y�6 � ANCHORS SHiALL BE LONG:ENOUGH T"O,�RWH'THE UMN STRUCTURE 8ZK4D•SQD WALL FINISHES:ANCMORAM SHALL BE'A&IADICATED ON� . w".", 14 12 .10' 9 8 t7.q,4 14 72.}i0' Q+ 6 Q 4.5 ti4'i2 t,0 'e.a H'1-' 4 7S @TES AT)i haj R5t7tfF POR It151'Ai,1A74E9NS ON V1NYE.Es[kNG.OR.ESFS 4P@TN OR 1VP1k$DUE METAA.'SNBS COtiSIAfi iHS ENBINEEK:FOR 14 12.9.5175104 s 44, s 14 ) IW q 9 75 95 4 14 12 10 B' tl q 4 S-15 INS7AU.AMR INTO ELF$WITH METAL SUDS SEE SULLY 20. 10 9 B H q 1_J 12 .t0 R e g: Q• 5 .14 12 SO'6 8 63 @ S'9u t4 12 t 10 :9 7.S S.S >`3 t-: 14 )z to tr as 7 s:6: 4= 3- 14 12 a F.q yS LsS f'[p�-, .(8) TO E)OSRWG CONMF-BLcm M C-BO) 14`."12 t6 '•q e G -V 1"�;4 12.to a O.S,5; .7s 14. 12 t0 L5 B• >J g•a P 1/}'a TAPCON OR TAPCON WRH'ADVANCED THREADFORM T.-CHNOLAGY ANCHORS,AS MANUFACTURED BY I.YX BULvex. 14;12 t q 8S S.s 3 14t2 to b as' t4 12 10 fl 4? s ,3 .a' •- i/4'a M S/4'ALL PORNTS SCUD-SLY ANCHORS,AS-:OSTR�UTE6 8Y ALI:PODtTs SCREW,BOLTk SPECtAE.TY iXU1PANY.: ?• 144i.12.110 ea 4 Sa't 0. .d 8 4.5 ]5 4 14 flab 7 sS 143' 3& 4(�S� - 1/4'A BLt1E'TAP CONCRETE.ANC .W/CAP AS MANUFACTURED,OY FLOKDA.FASTENERS DIRECT,-1NC 1/4'0 TAPPER+ANCHORS AS 4ANUFACM D BY DEWALT,INC..-AND MISUUMI ED BY ALL PMNTS SCREW.BOLT&SPL'CLALTY COMPANY OR AHY ., 14''f2''To az 4 E .: t4`a s.f6. 9^?.6� "p .e '- t4't2 8 X 78 a e'='It'-� OTHER APPR01'ED UCENSED:'OR AUTHOR72ED'VENDOR.ROWERED WDH THE AT maANc SHULTE.q SYSTEMS�AS50E7AATm psi.. 1 11. 7 55 4 +t: tt r12'sic f1 14. 12 9 )' ^1' at t4..-12 10 d;-O 1 ii 12'E S 7 S5' S ': )4 T`t2 ;<St F$ 5.q' "'"3 25 8y B 5. 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