Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1;of 3 BCIS Home Log In ! User Registration j Hot Topla Submit Surcharge ( Stats&Facts Publications FBC Staff' BCIS Site Map Links •Search! M'dor '� Product Approval ¢.� r' USER:Public User Product Approval Menu>Product or ADolication Search>Application Lis[>Application Detail I® FL# FL1850-R11 r=-'r Application Type - Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS,INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f/`2ftCOhpJQ... 3/24/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 SummarV of Products I FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS50 R11 II AMERICAN SHUTTER SYSTEMS ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max span is 12'-7"for 35 Created by Independent Third Party:Yes psf positive ASD load and 13'-0"for 35 psf negative ASD Evaluation Reports load for one specific condition shown in span tables.See FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC., additional loads and spans on engineered drawings. INC. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ-Drawing#17-102 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 Rll II AMERICAN SHUTTER SYSTEMS,INC. Approved for use outside HVHZ:Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile Level"D".Max.span is 13'-2"for 30 Created by Independent Third Party:Yes psf positive ASD load w/o window blade, 16'-0"for 30 psf Evaluation Reports negative ASD load for HV1 blade w/o window blade for FL1850 R11 AE AMERICAN SHUTTER SYSTEMS,INC. conditions indicated on schedule#1,sheet 12.And 12'-3" DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF for 30 psf positive ASD load w/o window blade and 15'-5 for Created by Independent Third Party:Yes 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ)-Drwg#17- (top and bottom)for storm protection 122 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. Approved for use outside HVHZ:Yes INC DRAWING 17-122 BERTHA HV ACCORDION Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D". Max.span is 16'-0"and Created by Independent Third Party:Yes 14'-9"for 30 psf ASD negative load depending on Evaluation Reports centermates and locking rod configuration for the HV1 blade, FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. 8'-0"for+64,-72 psf load for HV blade for Keystone INC DRAWING 17-122 PRODUCT EVALUATION mountings 7'-0"for+75,-75 psf for metals stud mountings REPORT.PDF and 8'-0"for 110 psf.for HV1 and HV1A working in unison. Created by Independent Third Party:Yes See sheets 7,11,20 and 19 respectively of installation drawings for other spans and pressures. ` Back Next ' Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ' The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click blre. ' Product Approval Accepts: ®w— Z https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f/`2ftCOhpJQ... 3/24/2018 1 t L Eoc, TILLIT TESTIIIN 6& ENGINEERING'COMPANY` WALTER A IL FL tilteco r�i ao com, PRODU=CT EVALUATION:REPORT r E�U�mS p Nd.440T REP:0RT�N. 1;7`-072607 DATE:: July 26:,,2017 PRODUCT CATEGORY: ;Hurricane-Shutters. PRODUCT.SUB=CAttGORY< Accordions PRODUCT NAME; :Bertha;H.V Accord.ion Shutter System HV #1 and-2.and,HV Window`Blade 1A, .SUBMITTED'BY: Amenean Stiutter Systems_Associafior.,:Inc..(AS.SA); 426.8`Westroads.DrivO , :West_P'alm .Bekhv.Florida,334,07 :1:. PURPOSE"OF EVALUATIONZ, This.is a Produet;Evaluatibn .Report.. Revision-issued:'by.Walter A. Till Jr. ,.P,E,, - (System'ID #1906)`to American.Shutter Systems Association, Inc basetl'on Rule Clipter "No. ;61'_G20;3,, Method LIE _of tho Florida Department 'of.- Ob. mess a nd'Profes'sional Regulation: This,product is=being:issued:an_,Evaluation,Report as described herein, and;has been verified 'for compliance.,m accordance WWI b 2Q17 sixth .edition of"the` Florida,Building-:Code; and.'to verify that the product°is.for the;purpose intended; at.ieast equivalent to;that:required by the Code. This,Product',Ewaluation.Report shall be;'subject.to review':and "revision an:case-of a:Building Cdd'e Change that fn affod'�its.limitationsand-conditions VIDENCE SUBMITTED: 2:1. PRODUCT'EVALUATION DOCUMENT'(P E D i �spoe�o0e�%�oe9�� Drawing_, N' W 102 (revises drawing # A ;H V ACCORDION SHUTTER SYSTEM", sheets 1 ,14h ._2 u . . 1.5A and 28A of 28, prepared._by Tilteco, _Inc , signed.;and Meb P E dated 07L26/17:.'This'drawing.is.an'integral ( rt of tfi' n�Reprt. � a � STATE;;u- 6355.N W..36th Street, Suite 3Q5,1 Affii,Florida 3,3166;-Phone:=:(30,5).871 :1=53:Q.-Fax:.(3U5) 871-;1.531. 16 PRODUCT EVALUATION REPORT NO. 17A726.07, 2.2. TEST REPORTS: For Hy-midei Large missil6,impac,t and. cycli.c loadings.un der Protocols. TAS 201 And 20.8,. as per section 1626'o.fthe Florida Building Code. Uniform Static Idaids]-n accordance-with . Protocol TAS 2027est reports d by American Testing Lab, (ATL) of- South Florida;, Flod da., Re I p_o I rts N-6. '0214;Gl:;.O prepared ;3, 0715.01-68, dafed,june 21.1 .2-003 -'hd and January respectively, gigrfed.a sealed. by Willi-am R. Mehner, R.E., and, Henry Haft-on, P.E., jointly witl­f,. ATL reports # 1004.0.1-05, dated 11/16/05, signed and sealed by-Willia" m R. Mehner,, P.,E,6,# 1.214.01705 dated 12/20/05, signed and sealed'by Henry.Hattem,.P.E.;per Protocol TAS 2-0j, 202'arid,203 and I completed with'ATL. Report # 0317.02-06 dated on ,05/23/66 signed'an-d- sealed.by-William'Mehnor, P.E.,8180 p0t. PrOt6dOls TAS,201, .202,and 203. 'Ld(qo Thi8sile impact & cyclic loading, under protocols. TAS 201 203i Test' reports "prepared by American. Testing Lab- (ATL) of, South Florida, Report No. 0609,01-10, dated June IT 2010, signed-arid sealed by Julio L Gonzales, P.-E., y report No. 0210.0,1-1;1, dated 02/22/2011, signed ,and. sealed by,Henry Raitt6m, P.E. Tensile, tests as`;per -OiD 'Metallurgical Report N6.3DM-7388and No. WK 1-022, dated'May 20, 20Q3 and Novembe -r 18.1 2005, respectively, signed `and:sealed:b y Frank E. Grate Jr.,. P,E., as pqr-ASTM -8', as well as Reports :N cf.IOFV-Y18, dated June 22, 2010, and Report No. 11 CM-223, dated 08/04/2011' signed and sealed by Frank E. Grate,Jr,-P.E.-,-8s pee,,ASTM Ei& 'For HV-Blade I.-, Large missile impact and. bVcliia,loadings,under ProtocolsTAS 20 and 205, as rper section 1626 of th& Florida' B_Uildiq9 Cdde, Un-iform Static. loads- in -accordance with Protocol TAS 202.-. Test reports _prbpared by.-American Testing Lab of South Florida, Report No. 0422'.01- - 05,,,-dated April 22.thru June 15, 20G5, §ighdd and sealed by'Willibm R. Mehner, R.E.; and'Hertry Hatten, P. E. Ten8lilo'tiest as per QC Metallurgical 11 uirgi dal Report No. 5FM-5781,-dated 7/6/2005;,signed and'sealed by Fran k Grate,.P.E.,.as per ASTM E 8". Foie HV Window Blade IA LdrgO,Missilb:impact and cyclic loading Oder TAS,20 Ir and 203 Protocols; as per- section 1,626 .of the F16rida, Building Godo. Uhifoleffi-Stat accordance ance T) with Protocol TAS 2'02 per section 1626 Protocols d, prepared, by American Testing Lab of'South Florida,A , i d� P08-_ :and ' ei No. 0725.01-08 (Addendum), dated 07/1'9/08 and 0812,Y10 " 1 l 3 ti signed and sealed by William.R. Mehner, P.E., and Henry H8.fienN 4-1407.-0? _j)ft(jOtpC,T r.,v --AT.lt.jN -I&POlkT NO.47-0116.07 13 T g1f6rP.61y gript 'k lo ,31`:Q3:.fqr,`,F9rq- -u,--irfg characteristics;. qq ,4sfih rb per sections `26' ' 1" 060.2j.. ZOQ.T &-261-2 the 'Florida &flloifig"Code,. per -E�TQ' �,,j 1dbofbtoeid§; report Nd. ETC.0,7 '1'095.-,1,.9.0151'.I-,. d0tdd12: 1141197, signed drid sealed oseph LabbrOD6166nrl Testing for V61ybar6on4te,,'$ay% '-eal rib � krqtQry -.3;fo-r.W ffie-ri' )..,:(Uv` x_os,Q. p tjrp)- per A- TM _04'55 and ASTM­0 63a, Building. Cade, per -j---- 6 1095-19015 A,dated-l'?TI-4/QTj� iET.-C-'L5b6�6tbtid-s:,ripp�g-ft,.N . ,ETC407- .S!jrie'dand sealed y Joseph La6oitDoldari, P.E. `Tensile test as-,per.OC Metol[p.9ibal Report dated 1 !2 1 -;sigppdandk,E". Grate, P,F., as�per. M iE& _ L,pqpl64by F -Qualificationfdt Sabi& lhnbvdtiVd Plbstits' 'P0lYc&r`b6i6t6in `103,;- ed:-by PJjbi,c' ,.­dated.dT.17/bg: �O-U' Makhf-69 'per letter i8'W :addressed'to Eclstdrh Metal X'd .--VppIy,, Incpto approved 9,9034 sheet WithMiamr, Dade;County :P'r9&q( ,Approval, -.00.17Pssing. Fire g.pril'i'rig. _,,q4arkpteflsfics,. we'ath-er and structural;(m.echanic*),properties: 3:-'STRUCTURAL: ENGINEERINOtALC -U. .LAvON8- non' "SjhPger S.�sfeM--for maximum-shutterm ,5pan vs: design wind I"qaffl,6§` W as maximum. I yjr,p I afibhof;s�06cing ys-. designdl h :W!n load,and's utter . ,we ,§Pghbased, on, it-Atl6hbi and -b6m07afatiVd :analysis, and in dccdr_d6hc&, With 6, of the- FfoflOa O'dild.in odo,-., '081cul6tions, prepare,d by Tiltedo, Inc.; dated July j'$l, :2�0. May; irqVised ca -dated' iah6 -se6ldd: b' 'Wa I -A, Tillit, Jr:; ;P E:.; and'; licula' tions 'Y Mounting I sheet No. 7 6f,&qwkqg'N -- 02. 04127/-`201-1�bdd rdssih .6,174 Mo(in I -3. MISSILE IMPACTASSISTANCE:," Large missile:impact un( er,--sec 6-2' 6, Floridar t i o"h."1 -6f-the. idalbuildfin-g Code,,- as, Protocol TAS 20.1;. 4: W '.,LdA _At848U­ C _Accordion' Shutter System has been verified to `sustain- wird ' breg8ures. Maximum"Shutter Span fo(HY-BIlAde Ishall,be--.asJhdicatedton sheets.1.'2,.&,28X :of _V EV DrbWifigtZ17402. Maximum -Aijdhor_,8patAhq forHVB[Eidd,l'-.ihaifb6_,ds:ihidic6teA:on_sfte6ts,13-14, 15,1.6, 17 &28A and -7 of 28 of Product,�EVelualiQn0pcumei draw,rg No 11- ,102.,-AMaximum. Shutter,span for HV ;Blade 2,,sfiall be: as 1_ - ` ' : ' . " - q irkyated,1..;of . Product Evaluation, (RLD');-drawing No; 11102. 0 j101rspan: for HVBIad.6 2 -ha Ibe,,As indicateddh �ghedt ;25 ; ldation Document-'(RED.), drawing # -EV indicated ,on she-ef 26 of,�28 7of Rrqdb,ctj fi, j 9 _qtLpti )prou e -tr (P. 0 44167 —9F- M.. ONAL� U PRODUCT EVALUATION REPORT NO. 17-0726.07, 11-102.1 Maximum shot-fer span and. anchor spacing shall bel,as indicated on sheet 28 of_d.rawi..ng.'No.-17-1.02. 5. INSTALLATION: For HV Blade 1 shall be performed strictly n i- accordance with details indicated on sheets 51 6, 7, 8, 9' 1 Oj Ili; 18, 20Product Evaluation, 1 1 321 & 2'9A of 28 of Document (P.E.D.1 drawing No. 17-102. Minimum separation t_o -glass shall.. be as -indicated ridicated on sheets 6 thru -11, 18 thru -20 & 28A. of Product, Evaluation Document ' -102 t '' , `Requirements for use of''locks and/or-locking rods steal[be asirvdipated.on;Notes on sheet 5 of 29,,.,note 10 on,sheet hebt 1 and 28 &sheet 28A and-note 10 on.sheet'1 ,of 28:6f.Firad(ict Evaluatidn' Document(P.E.D.), drawing No. 17-402. For HV'Blade.2 shall be performed strictly:in accordance withbelbils.ihdicated on ,sheets 21, 22; .23 and 24 of 28 of Product Evaluation Document (R.E.0'.)i drawing* 17-102. Minimum ;separation i6h 'tbgla§s_sl`f6ll be as indicated on;sheets 22 :fhr'u 24 of Prioduct Evaluation Document drawing, No: 17-102, Requirements.ments for use-of locks locking rods shall,be as indicated On Notes oteg on sheets 21 and 29 and note 10 on Sheet 1, of 28 of Product. EValuatibn DocUment (F;.E.D.),,.draWihg No. 17-1,02.. The.HV 131a.dq working in u-000rf with,HV-`8lade 1A.'slioll. bij'perf6rmed stric: q,in accordance ccordance :with-, Limitations, included on sheet -2-8' of. drawing No. 17-102. Minimum separation to glass shall be, asr.indicated on sheets: 6;7. ,18 and 19 'of .draw-in(o 17-1.02. 6. MATERIAL CHARACTERISTICS AND SPECIF'ICATIONS': Shall be strictly in accordance With General Notes and'Compo-nen.-ts indicated on sheet 1 through 4 of 2-8of Product Evaluation Document (P.ED.)i drb\fvih_'.No. she ets I- _q - drawing.No. 17-1-02. Anchor specifications for HV'Blad-e 1 shall beAs 16al6ato-d.ori-izh6afs 1 1-7 and'28A of 28'of Product Evaluati6n,Ocicument.(PJE'A), rawing No.. 117 102. Anchor specifications for HV Blade,2 Shall,be a-s.in*dicated-on;sheet 2�6.1 of 28 of r)'r-.d'uct Evaluation,Document E.D.), drawing# 17-102, Product (P., .......... 1C S7. PRODUCT EVALUATION;RE PORT N0.47-0726.07' 5 7. LaNiiTATigNS:AND CONUITIONS4 OF MUSE: 7:fi Shal!`be strictly in cOrhphance with.Geneira(Noes No 1,2; 9, 10, 11, 92 and, 1>3,mdieated o_n sheet. of'26 of Prodpjct Evaluation D-ocument (P E AD. }, browing: No 1;7-102 prepared by.1'llteco Inc;:and'signed;and sealed 6y Walter AA, Tillhti . J%, P E: 7 2 Producf'.may be lnsta led wff .HIGH VEI.�JCITI'•HURRICANE ZC)NES.as- c efined on.sect�on 1F20 2 of ft a Floritla Building Code. 73 Product;shall only be �nstalted `into poured:concrefe, concrete b(ack;=wood' frame and mdta! stud walls under file Maximum Spam and' Maximum Design. Load:lim tatlimg ihdicated'_on_this:drawing, as:applicablei, 7_.4 Limitation of gfV: or Blade.:HU'l used gin;unison with,Blade,HV 1A'shall,be as aper sheet 28 of 28 of.drawing No: 17 1:02:, -Product E l!J*lQ ; Report prepared ;by°:V1i'alter A TWO, :fir_, P'E.:(Florida' License N6. 44167),`President of Tllteca,Ulric ,(Flgrtda EB 00±06719) E o` No.44f5?' - - -�nays,-e"raFr- - GENERAL NOTES: 1'.BERTHA H.V,.ACCORDION;SHUTTER SYSTEM,SHO ON THIS.PRODUCT•EVALUATION'DOCUMEW!(P;E.DJ HAS,BEENVERIFIED FOR COMPUANCE;IN'ACCORDANCE WfTH,THE.2017.'(Gth EDITION) 'T; p +ABLCONTENTS f OF THE FLQRIDA;BUILOINO CODET ., E, OF CONI ENTS 1DESIGN'WIND LOADS SHALL BE'DETERMINED'AS PER WOOF 0 OF THE,ABOVE MENTIONED CORE,FOR•,A.BASIC W Ni6,SPEED'REQUIRED BY'THE•JURISDICTION WHERE.SHUTTER-WILL ;BE NSTALLED'WITH,A DLHYRECTIONAFACTOR Kd=0,.85,USING,ASCE 7-111 AND SHALL NOT'•EXCEED:THE MAXIMUM(A.S. )'. O. ` 'DESIGN PRESSURE;RATINGS)NDiCATID;ON;SHEETS 12,THRU.17,15,26,:2$:&28A- ,REN 1-1: HV BLADESA A &(2)' IN ORDER'TO VERIFY 1HE.ABOVE7CONDMGN!ULTIMATE.DESIGN WIND ILOADS'OETERMINED FERI ASCE-.7-10,SHALL:BE''EIRST'REDUCED 4O AS.D,DESIGN!WIND LOADS'• BY MULTIPLYNG;:THEM 8Y 0011,1•ORDERTO,'COMPARE THESE W/'MATTS.D]I bESICN-PRESSURE-RATINGS INDICATED ON SHEETS 12 THRU 17 25,.76;:2B.& ; GENERAI:.,NDTES SHEET'1. ;IN'ORDER,TO VERIFY_THAT.ANCHORS,ON THIS,P.E.D.,ASiTESTED,IM NOT OVERSTRESSED A'33.7.INCREASE 1N ALLOWABLE LOAOS'FORrWlND LOADS WAS'KU-USED IN THEIR ANALYSIS.''BERTHA 'SYSTEM COMPONENTS 1^20 SHEET 2. H.V.ACCORDION,SHUTTER,SYSTEM'S-ADEQUACY FOR:WIND'AND.LARGE'MISSitE IMPACT LOAD HA5'BEENV£RIiT ;I. ACCOROANCE WITH}SECTION 16281OF�THE,ABOVE;MENTIONED CODE AS.PER;AR, SYSTEM'COMPONENTS ,21-37 SHEET 3' 'REPORTS;. ,. ,.' ., TYPICAL,SHUTTERASSEMEILY 38-43 SHEET'4i •-KV BLADE Q�G214.01-Da; 0715.01-03,;i1004,0T-05,.,7)1214.01-O5,00317.02-06.X0609_0)=50 ANO 7;f0210,01-11;'AS PER TA61201,TAS'20T AND.'TAS'.203 PRCT000I.S. .AREA T' HV'•BLap ANp 'Fi1j WINDOW'BLADE 1CFJ; -HV WINDOW'BLADE,'O..$0505.01-08 AS>IAS 207.§02'&203;PROTOCOLS'AND'0725:01-08'ASI PER TAS'zWZ PROTOCOL t(;WRERE APPLi C Ary SLE}: . BLADE #0422,01-05 AS PER:TAS'207,TAS a202,.AND;TAS=203 PROTOCOLS: TYPICAL;,SHUTTER ELEVATION:&NOTES ON:LOCKS 'SHEET,8 _ „ ..., _..._ INSTALLATION•DETAILS A.E, CONCRETE/BLOCK 'SHEET 6 2,FIV BlAOE 1�AND HV:BLABE�2 AFLE;ENGINEERED TO WORK IN,UNISON.WON TACH OTHEk'IN AREAS WHERE:THE DESIGN PRESSURES,7RAN5fIlON'FROM ENO;ZONE i5 TO INTERIOR ZONE 4;EACH - WINO ZONE;MU5T.HE„LlEAFtLY IOENTIFI£0 N;ACCORDANT£}VtiI CHAPTER.•30;OF ASCE,7-SOT STANDARD:•AL1 MOUNTING,CONDTTSONS ANO';fJSTENER�'{YPES SCHEOIiLES MU57 BE',APPUID,TD i`HE iNSTAL(ATTON DETAILS F�L','CONCRETEJBtA,CK SHEtT,7 CORRESPONDING,,WIND ZONE,,iN1S'S1iP11!•INCLUDE REOUIREMENFS:FOR MINI•SEPARATION TO.GLASS:OEUMRATION OF WWQ'20NES 4 ANDS.AS•WELL.AS-.VAUQIN OF COMPONENTS'FOR HV'BLADE 1 'CENTERMATE ;DETAILS HV' SHEET'8 ;2 ACCORDION.SHUTTERS SYSTEIdS FOR EITHER;WIND ZONE SHALL BE•PREPARED AND_CERTIFIED_BY A`F1ORlOA REGISTERED•ENGINEER OR ARGHITECI BASED ON RU1LDlNO CONFIGURATIDN AND CENTERMATE,ALTERNATING DETAILS IN ;SHEET B ASCE 7-10 STANDARD AND`SHAtL:,BE SUBMItTED TO,THE:BUILDING:Of,F,(CW.AT THE TIME P£RMR,IS.APPLIED FDR i" ._ _ CENTERMATE DETAILS HD: ,SHEET'1O HV BLADE�ANQ.FIV WINDOW:BLADE ARE.ENGINEERED TO WORK IN.UNISON WIT17'EACH OTHER'UNDER.THE GENERAL:;LIMRATIONB,'.AND CONDITIONS!OF,-USE.INDICATED'ON.SHEkT 2B; ENDCDNNECTION DETAILS`.--.1r6,.CONCRETE/BL'OCK SHEET 91 ` 3.;BERTHA•H.V.ACCORDION'PINS(HV SCREWS),USED AT.BLADES'KNUCKLE-ANDi FOR DIRECT MOUNT CONNECTION To TRACKS.SHALL BE Iq 44X2.78,AN0,# 14X1.75 RESPECTNELY,410 HT MINIMUM .MAXIMUM SPAN TABLES SHEET'-Y2! SERIES STAINLESS STEEL.SCREWS WITH 135.0,ksI-,YIELO'STRENGTH'AND 180'kW'TENSILE,STRENGTH..PINS'.SHALL: N BE'COATED WITH,BERTHA 1N DACRO_SHIELD COATING.SYSTEM'AS;MANUFACTUREM BY' -"k ETE- APPROVED:COATING APPLICATORS;REGISTERED WITH AMERICAN SHUTTER;SYSTEMS;ASSOCURION.PINS,MUST BEAR-THE,HV,'MARKING ON THEIR,HEAD. ACHOR:SCHEDULE-'CONCR , SHEET:T 3; rCHOR;SCHEDULE-'CONCRETE; SHEET.;14 4:AS,L..ALUMINUM,IXTRUSIONS'SIiA1.t.18E ALUMItJUtd'A55DCATIO 7N,ALLDY:AND'TEMPER AS INDICATED,ON'SHEETS 2'AND 3_.MINIM_U61:YIELD'STRENGTH F00..6063I46-ALLOY tS 31.71 ksi4AND`35.7 ksi= 'ANCHOR:SCHEOUL£ CONCRETE' _ SHEET..15: FGR'so05-Ts,A.T:Or. ANCHOR:SCHEDULE=CONCRETE HLOCK SHEET'18A -. ANCHOR SCHEDULE WOOD SHE i6 'S:ALL,SCREWS TO BE STA7NtES5 STEEL 304 OR'316 AiST;SERIES 0R-CORROSION.RFSESTANi COATID�CAR86NI STEEL AS.P17R DIN.sG01$;YtiTH 50 issl;MIP1..YIELD,STREtNGTN,AND.90=ksi'MtN.+TENSiLE' ' ANC ! + -'.STRENGTH-&'•SHALL COMPLY W/FLORIDA BUILDING CODE SECTION.2411.12L4_: - 'ANCHOR!SCHEDULE- WOOD SHEET 17' INSTALLATION'DETAILS:M-R;WOW SHEET'18 6.:BOLTS,TO BE'ASTW A=367'GALVAN12E6 STE£L.'OR'ASt 3D4 OR'it 6 SERIES STAINLESS.STEEL WITH 35 k-si'MINIMUM,YiELO STRENGTH; INSTALLATION DETAILS s-X, WOOD SHEET 19 7..SEE THE FOLLOWING;SHEETS'.FOR-ANCHOR:SPECIlTCATIONS::W,BLADE 1 :13d4,i5,15A;1fr;12 i&�28A - END CONNECTION OETAiLS 7 i2&X;WOCD- SHEET,ZO Hv BLADEz6! 3 'HV'BLADE(�ONLY HV& o3ADE &@' WORKING-IN UNISON:'.13,'14;&16 �Fa - 8.;THIS EIERTH4-H.V,"ACCORDION'SHUTTER SYSTEM BEARS A'U.S:PATENT+®6J79S82.COMPONENTSi OF'THIS APPROVAL ARE'COVERED,1N..WHOLE OR.IN PART WU.S,.PATENT X5'458:179 ISSUED`TO ,TYPICAL,SHUTTER;ELEVATION NOTES ON;LOCK5 •SHEET;21; ! 'EASTERN!METAL SUPPLY:INC:, INSTALLATION DETAILS AA-GG;.CLINCRETE -SHEEt 22 t 9; R SHALL BE THE RE5PONS181UT1'OF.THE CONTRACTOR`TO VERIFY'-THE SOUNDNESS.OF THE''STRUCTURE`WHERE SHUTTER IS TO BE ATTACHED TO:INSURE PROPER ANCHORAGE:•CONTRACTOR TO CENTERMATE.DETAILS H0. SHEET 23 - SEPL/CAULK,AtL''SHUTTER COMPONENT EDGES.WHICH.REMAIN•THRU FASTENING N CONTINUOUS CONTACT WITH,THE`BUILDING TO PREVENT"WNOfRAN'iNTftUS'ION:, .END CONNECTION DETAILS',1;-6'&X:�.CONCREtE/BLOCK,. SHEET 24 10.,EACH UNIT•MUST'BFAR.PERMANENT LADEL dN A VISIBLE''PLACEIIWTH'WARNING'INOM:DURING PERIODS OF HURRICANE'WARNINGS HOME;OWNER;TENANT;'OR'OTHERS,.MUST P-ROPERLY'CLO,SE ALL MAXIMUM'SPAN TABLES SHEET 25, ,u HV;AND ND,CENTERMATES;AND ENGAGE OR.LOCK'ALL.:HV�AND�HD.LOCKS. - ANCHOR'SCHEDULE,.CONCRETE SHEET 28 'i I.SHUTTER',.MAtNUFACTURERS LABEL SKALL'BE LOCATED.ON A READILY.VISIBLE LOCATION,AT ACCOROION,SHUTTER IN ACCORDANCE,WRH SECTION 1709,9.3 OF FLORIDA'BUILDNG CODE:ONE LABEL L FA. ¢:• HV WINDOW:B pONLY` SHALL BE PLACED FOR•EVERY OPENING.,LABEIJNG,.TO:COMPLY WITH SECTION.1709:92 OF THEz FLORIDA 1B11twmc COOS 12:BERTHA'}f.V:ACCORDION SHUTTER,SYSTEM'S INSTALLATION SHALL COMPLY WBH'SPECS INDICATED'IN THIS DRAWNG PU}5;ANY BUILDING AND ZONING REGULATIONS PROVIDED.BY THE JURISDICTION TYPICAL,WINDOW BLADE'&WINDOW DETAIL SHEET'27 'WHERE PERMIT IS,APPLIED TO: - TYPICAL.SHUTTER!ELEVATION SHEET m /3:(o)_THIS P.E.D.PREPARED jEPf_T tS ENGINEER,IS GENERIC AND;DOES NOT P,RONDE,INFORM ATIDN.'F0R:A.STIE sPECIF.ic PROJECT;,Le,WHERE'THE-SITE CIgNOITIONS`DEVtATE,'.FROfd THE P.ED.. - AREA, 5a HV WINDOW BLADE''LyONLY ,(C)CONTRACTOR`TO 8€.RESPONSIBLE.FGR'THE SELECTION,,PURCHASE AND=INSTALLATION INCLUDING LIFE SAFEtY'OF TCT HIS PRODU ,.BASED O,N MLS,P.E.D:,PROVIDED ME/SHE iDOES;NOT!DEV7ATE I INSTALLATION DETAILS;,METAL,STUD,�WALtS SHEET'28A- ' FROM THE CONDITIONS.DETAILED ON THIS.DOCUMENT.CONSTRUCTION,SAFETI'AT SITE'IS THE CO'NTRACTOR'S RESPONSIBMY: (c)THIS P,E.D.WILL 8£CONSIDERM INVALID,IF ALTE72E6'BY ANY MEWS. I {d)+SITE SPECIFIC PROJECTS SHAH BE PREPARED BY A FLORIDA REGISTERED,bNdINEER'OR ARCFIITECT WHICH WILL BECOME.THE ENGINEER OF:RECORD.�(EO:R.):FOR THE PROJECT.AND WHO WILL, ;'TNI$ ORAVANG'.SHALL ONL'-Y BE t}SED TO BE RESPONSIBLE FOR,THE,PROPER'USE-OF THE�P.E.D�ENGINEER OF RECORD,AC'DNG AS:A,DELE0ATE0'£NGi.NEER'.TO'THE'P:EO.,ENGINEER$tV1L"SUBMIT:TO`MIS tATii72,'iHE SRE spECIF-�G OBTAIN"PERMRS 1N THE'STATE(JF'.F[.ORIDA DRAWINGS`FOR REVIEW- (e), - (e)ORIGINAL'P.E.D:'SHALL,PEAR'Tiiiz'DATE ANq'PRIGI*SEALL AND,SIGNATURE,&TH;1ropt_ 10 ER SOF RECORD THAT'PREPARED.IT. _ ,FLORIDA.BUILDING CODE(High Velocity' Hurricane.Zone ! X11 Q� •'r CN-p ,02017 TILTECO,•INO:'(ENGINEEAINO) X2017 EASTERN METAL SUPPI:Y,.INC: _. BERTHA HVA; 4416 /777i7- Accordion Shutter System. E :IIN;C. ■ ,A A m ,Vi:BLADE fl W ;OR'W/0_;HY.WINDOW'BIADE'k H,V.BLADE Ct AmOgcn, Shutter`Systems REV.No OFSCR Pilail DATE; DRAWN R. LC.. •U / •�4d `��i TICCIT TESTING & ENGINEERING COMPANY I A9SC101C(tlOn, ;Inc. '1 QLD is-DTs: ,m/s6/I7 DATE; 07(26/17 F t. 6355 Ice 38N 54 SW 3D5.MRGIMA GARDMIS,FIDRMA.3316 4268 West Roads Driven "2 t Phe -%•(705)$71 1530.Fax:(305)$71-1531 DRAWING!No 1. v, ILL a mmTt ttltecom oLcam 'West,Polm Eeoah FL,33407 5 S�S)Q '`'Lt� E8-0006719' - Phone:;.(800)432-2204 Fox:,{58•T}200-8380 .4 - 1 ^1{�Z r.�r!/�77 NA WALTER A TILUT Jr.P.E. ! . SHEET �P..E..SEAL/§f6(jT'URVaTE FLORIDA Lir...(!.44167. 5. 1. 6 d' OF 28 a _ -0 FOR W DOW BLADE gI1491 N _ s _ VARIES. (1.918 .. 6� n . � ,025, c ���• 0:45' o I$ 090 - m o'. 1 • 0.33 O,q� 1La) - 4.371 554- 0:8� .4857 �. 4.857 4.999" e OHV SOLID BLADE 375 s� - HV 9180' STARTER COVER D:'UNOER;'US;PATENT.y 54581:79 O2 HV BLADE (3)HV UNIVERSAL FLOATER O O '' 1 # - 4, HV DIRECT .MOUNT' QUALIFIED�oR':usE w/ -HV WINDOW BLADE ! COJERED UNDER U5 PATENT '/} 5458129' pUALIFIED FOR ,USE W/ HV BLADE 1.8e 2 HV BLADE 4 &(2� 6005-T5''ALLOY AND TEMPER 6005-TS ALLOY.AND TEMPER 6063 T6 ALLQY.ANNO TEMPER; -SEE'LIMITATIONS.OF USE OF BLADE ®�ON SHEET 28 - - QUALIFIED FOR USE'W/ HV ,6063-T6'.ALLOY,AND TEMPER BLADE P& I :37 ;226' 1.500' -0 6063=T6,ACCO AND( EMPER .124 3556' v 4, .670'. :2:228'' ,005'. 6 670' 2.67' I (TYP.) .994:. 6 .000"' N, o e '.0 • 4.89T 'c, ;.815' 2.092" ri 0;072"- T 0.072' 4 436" o 3.zzs• HV 'AD1-ADAPTER WZ'LIP OHV WALK-OVER TRACK 'ezp - 1.375• 6)HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV QUALIFIED'FO 'USE-W HV BLADE Q,& 20 / OHV TRENCH TRACK1,255" 3710 QUALIFIED FOR USE W/ HV .6063=T6 ALLOY AND'.TEMPER' BLADE t1)&Q.-- - QUALIFIED FOR USE W1 HV .BLADE 1 & 2 6063-76'ALLO 'AND.TEMPER / O O B '1Q&QONLY. 1� HY RAINGUARD 6063-46 ALLOY AND.TEMPER 606LADE3-T6 ALLOY AND TEMPER QUALIFIED-FQR USE,W/ HV. r 1.917 VARIES 1.936' ^ BIADEV&O2. 1.' _ 1.9 5' VARIES 1:936' 6063-T6 ALLOY AND TEMPER o'p '083".' 'd83' Max.. ax. m o .083' .083' .o .d93' .093.: n 2.035 GE 060"' : ,A .CDD O .140* 4 JO" D69' C1�6 a .060" c iv 670 e m .09J' 1093 0 140' 670- . 1.686' o .060' 1 HV' HEADER SILL 3.529" 67o 630 0". 3520" - C2fA 670 11 HV CEILING HEADER 35 Q LIKED FOR USE W/HV BLADE(t�ONLY. ;� 13'HD -CEWNG HEADERISILL SEE SECTIONS FOR VA'IDITI':" QUALIFIED FOR USEW// HV BL'ADEQONLY 6063-T6.ALLOY AND'TEMPER 6063-T6.ALLOP'AND TEMPER QUALIFIED FOR USE W/ HV BLADE : 14.HD WALL HEADER/SIL'G 15.•,S�-I,D• CEILING HEADER/SILL SEE'SECTIONS:FOR',VALIDITY: QUALIFIED FOR USE',W( HV. QUALIFIED FOR:USE W/'HV;BLADE'Q&PD 6063-T.&ALLOY AND TEMPER BLADE Q ONLY.., .6.063.-T6 ALLOY AND TEMPER :6063-T6 ALLOY•AND`TEMPER BLADE COMPONEM A B T1 .T2 UAURE X! 'Y f y2 2? 0.125° I- I 1" 0.062' 17 z' 5"'MA%. 1/8• 1/B. Hv'Q O OFT 16 SIDE ANGLES 1a` z s MAX. 0:191 o.'19z'' HVQ• Am FDR usE w/''w ALUMINUM ANGLES ,9 zs' 7 I,Ax:0,90 oa90", HV 1 CORNER POSTS BLADE01 &.20. Q QQUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV _ ;BLADEQ& 2O" 'BLADE (SEE+SCHEDULE) �jO,��Uii�i �o 6063-Tq ALLOY AND'TEMPER 6063-T6,ALLOY AND TEM.,J!P... :�•� FLORIDA BUILDING ',CODE(High'Velocit'y Hurricerie.Zone) ,1P ••• - - ©2017'EASTERN METAL SUPPLY, INC. 1f �.Z ©2017 MLTECO..INC;(ENGINEERING)' - �GENSF _ BERTHAWT 44167 ;1 L E7\ Accordion Shutter System a IC O �m A.SS.A. V)BLADE#1'W/OR;Wf0 N.V.,WINDOW BLADE&'H.V.BLADE" American $huller Sys10mS REV.No DESCRIPTION DATE DRAWN BE LC.' •p9: aY` 1, TICCIT TE ENGINEERING COMPANY ASSOC10t10ne Inc., 1 :OLD§s-079 o7/ze/n oATE o7/z6/n 6355 N.W 361h SL.''Ste 305 NRGINIA'GARDENS.�FLORIDA 3316 0 .L�17 �. A -4268 West,Roads Drive 2 I I r� t1, Phone.:(305)871'-1530..F x (305)87,1-153n DRAWING No I e 013 t ItecoOaol com West Palm Beach, FLS 33407 - 3 EB 0006719 Phone: (80O)432-2264' Fox: (561)209_-8380 4 17-1.02' �� WALTER A TILLR';Jr;,,P.E. F��/S FAWRE/DATE '.FiORIDA Uc..g:4.41.67 51 SHEET, 6• : 2 OF 28' 4.576" 4.660 _ - - .929' 1/4'20 I 7 2 293'.. / 1/4"-20 E _ 2.93' 745•- -- 0.334" FLIT HEAD. THRFADm HOIISINC ENAMEE 1 4-ZO . ® BAKm,,'AJNTED THREADED OIE CASE R41�• p•., C5 ,mryp' ,(2'TYP) o HOUSING ENAMEL - ^ o, B- ., as2� - '.062 m O•^' '. 'm Vj IOi. 63T.� '0m M _CRESS TURN KNOB; 0 1:325•,' N m,, bry- il. _M ni,� O .875" - '�,n :318 HRA55 CYIJNOEIt . - s�iS ,1, N +m KEYS(CHROME (CKROME PLATED)• 21 HV'CENTERMATE :QUALIFIED FORUSE W% HV BLADE.1 &'tA'ONLY' 2!• V FLO G 'C TE MATE 6063=76.ALLOY AND'TEMPER, - gUAOFIED.063=FOR 1i6 AILLOY ANO TEMPERI& 1A ONLY .2 �CO Eos3�CENT5 'ATE 023- 5. q®u`D OO o®ON W/ HV QUALIFIED E� FOR,USE1Q&®0o Y.HV 0 Q M :QALIF.IED FOR USE W/ HV BLADE..1.ONLY250"..D. 2.874' 61363=T6'ALLOY'AND TEMPER 'H ; 18" 1s. 1.756' ..922' PLASTIC3- 4.0 AD, o 4.045 2 b MOLD To, ;m 'm 2.079 - :1.753' - REW :n 9 n i:oaD' o :O6't 9 4 ej, r `AFTER RNERNG 1'.000' y. $. � N Ib. .N �,�Qb'• G, •': "n /I 825' : /J 1/470-W x Z/4- §S'. BEFORE RIVETING' oe" g N N THUMBSCREW _11/4"0­40: RIVNUT a, _ I SERIES 9444 ALUMINUM(2024-73 ALLO•f)URGE'FLANGE THIN 7_ 76O I,--... '2750• ,I. _ - SHEET NUISERr.PART'B 0820.AS bkl&ACTURED BY-AVDEL PLAN, `• FRONTZLEVATION " '822• CHERRY TEMORN,PARSPPEUY.NEW:JERSEY-07054 OR EQUAL 0.HV' MALE---T .LOCK:CENTERMATE as66 OR "T" LOCK CENTERMATE QUALIFIED FOR,-USE:W/ HV BLADEQONLY :HV FEMALE "T LOCK' CENTERMATE ®'HV "T"' LOCK @ HV''ALTERNATIVE. LOCK gUAUFIED FOR• 6063-T6 ALLOY AND''TEMPER; QUALIFIED'FOR USE QUALIFIED F&USE W/':HV' LOCKEk F USE:W/SHV BLADE,@ " QUAIAEO-'FOR'USE W/I HV'BLADE.(1�ONLY ,W/HV,BLADE Qt ONLY., BLADE 10`ONLY. 6063-T6'ALLOY'AND'TEMPER' 6063-T6 ALLOY AND TEMPE - 1917. - 1.917'' 5• - - 3.161 .I m m 'o o , '0 3• m 4 _ - .063' O THUU6TURN i .... :.214' m 063 - ".062• .N! - •. _ ' CYLINDER OR EY CYLINDER .545' t. „ '.:405 n a 0 m 1 :125'Max. 31 D C NTERMAT , NO LOC O .RO # HDC 'TE ATE o b OC ING ROD b m 0 a ' .QUALIFIED FOR USE W/ HV BLADE t 1A•& 2, - QUALIFIED;FOR USE,W/ HV-%BLADE 1•:,, 1A &'2 -, ° i %063-,T&ALLOY'AND'TEniPER 4,HD '.CENTERMATE'S INSERT. eoa m 6063=T6,ALLOY:AND TEMPER VARIES;'Tz'MIN. 1OUALIFIED FOR USE'W/ HV BLADE 1Q 1/4"'0-20 SS.ORJ/8'C-161 '1x30' 6063=T6."ALLOY'AND TEMPER ATHU.SSCREWS. -t1/Yf. (SEE DETAILS) 'THUMBn1RN CYIJNEYOER Q . o, _ MOR K : 5Z Min: CYLINDER, 1 -. tM 1.78 Max. N � SOCKING. ROD . ,/4'.a . THU BSCR a7 S E ES S.S:. T UMBSCR S, 6UADFIE® HD' LOCK .QUALIFIED FOR USE W/"HV BLADE 1Q&Q © HV.3/8 0-16. ACETAL _3 HV 1/4' 1�-20 AISI .304.. BY,REGENT HARDWARE MORnSE LOCKS.SERIES 2333`HOOK.BOLT LOCKt, 6063 T6 ALLOY LAND TEMPER M � - '"FOR USE:,W/'HV;BLADE .� O O O �,-.\n/INSTALLATION WILL REQUIRE A-2/,1.6- .HOLE, `.QUALIFIED FOR USE�Fpi.'V/,,jjX�.pLADE(EY4 QUALIFIED FOR, USE.W/'.HV'BLADE.T)&(' O LGED'AT TRACKS_FOR PROPER EMBEDMENT' . FLORIDA BUILDING "CODE(High Velocity Hurricane Zone) 014 ` 4/ ®2017 RLTECO.INC.(ENGINEERING) 02017 EASTERN METAL'SUPP \' 'BERTHA'HVTM IL E C.O nN,,. ' A.&S.Am A c rdib' Shutter S stem V BlP➢E 1 W OR W 0 HVWINDOW BLADE&''HV C O BLnDE / 'TILLIi TESTING & ENGINEERING'COMPANY America S Her SySfe REV.No I)ESCRIPnOM DATE. .DRAWN BY: L-c 64- \ 6355 N.W.31iu.St.l Sla 305 NRGNw WDENS.,FLORbA!3318 Assoclatlon, Inca 'I �oLD 1s-o79 07/Z 6/17 ,DATE: 07/26/17' F[OR40wil�$I\\\• Phone (305)871 1530'.,Fax:(305)871-,1531, 4268 West,Roods Drive 2' E" 41,' a= mtecoouoLcom' West Palm,iBeoah FL 33407 'DRAWING No 'tSS`lnq��V�FEB-00067 9 Phone: (800)432-2204 ., a; Fa>: (561)209-8380' 17- iY'xa�►� WALTER A 71LLIVir.:P.E. �0.2 4 - PE ft/;i pIpFbW1MATE FLORIDA U. SHEET 6' 3 . OF-281 3/8.0 - - 4'1 40 38 SHUTTER A'S'SEMBLY SCHEDULE FOR 3 :HV1O H-V 64, AND HV BLADE'S. O ° HV BLADE 1' ±Nao HV BLADE 1A I N(E' 0 HV BLADE- 2, 3 I Q0 PIC2 I' 3$ HV LONG RECESSED NYLON BUSHING ULI om.HV SHORT RECESSED NYLON BUSHINGEXTERIOR II 40 HV NYLON HAT WASHER; llJ 47 °ml- 41 a7�s'mr 41 HV WHEEL !CARRIAGE AISI N2-303 SERIES •0.870'x3/16" THICK ;NYLON WHEEL. 38, Ma 0.188"O AISI 302. SERIES S.S. RIVETS (SEE NOTE FOR I REDUIREMENTS): 1; I Q® Of'Q II 4© ,HV 1 3/4" ACCORDION PIN 'W/ #8 HEAD—* I° I , I•,I. EXTERIOR HV 2 3 4" ACCORDION -PIN W/ #8; ,HEAD ' 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW orQ aZ ® (SEE SHEET 27). * TYPICAL SHUTTERASSEMBLY IUCKLE'FOR HV SCALE: 3/8" = i'" 'EXTER ORPIN©OR®AT BLADE'S KNUCKLE. (1)HV PIN @SHALL ALWAYS. BE.USED,AT ALL,EXTERIOR: 00.324° - "- - BOTTOM KNUCKLES OF HV ACCORDION:SYSTEM W/ EN(DOR 3 I ,(SEE NOTE'* FOR HV @'BLADE'., �f— REQUIREMENTS) (2) HW PINMAYBE USED.IN LIEU OF AND ONLY AT EXTERIOR',BO®CM;KNUCKLES,OF.,HV ACCORDION'SYSTEMW/ HV Q2 BLADE WHEN.CORRESPONDING TO INSTALLATIONS""CC•'AND,'"DD", {{I! + SHEET'22... I �(3) HV•PIN©"OR:®W/A/2"o D.:'1'/16"THICK S.s:WASHERS- WHEEL.'CARRIAGE .DETAIL. ASSEMBLY.LAYOUT T SHALL BE,USED 6R DIRECT MOONT•INSTALLATION'PER DETAIL'X, - -- -. - - N - SHEETS 11 &'24. 'N.T.S. N.T.S. FLORIDA BUILDING CODE(High;Velocity Hurricane Zone Q2617'nLTECO INC.;(ENGINEERING), _ 9.201.7 EASTERN METAL SUPPLY.INC;. N f l E C Q rwc ' BERTHA HVT ACCO on y sem A.S.S.A� �.V.euo $ OR WHV.MN60W bWE& .4. E JS American Shutfer S StemsREV.No -OESCRIPnON GATE, DRAWN 9Y: L.C. TILUi TESTING '& ENGINEERING'COMPANY Association. Inc 1, .OLD 15-079. - 07/26/17 DATE: 07/26/.17 6365.N.Y! 36N.St:Ste.309.VRGNC%GARDENS;FLMDA 3316 4268 West Roads Drive, 2 1 - - ••.�iC• F�OR1�?' 1 6a .(30S)871 1530 Fc—(304)871-1531 _ DRAWING.NO •� - _ .West'Palm:Beaeh FL.33407_, .....• �� �1 crmaJ, 00067d0l.com 3. ER—DDD67J 91 Phone: (800)432-2204•:Fax: (661)209=8380 1, •; 17 WALTER A.TILLa,Jr.P.E. 'P.E..S��EIGNpAdRE" TTE 'FL.ORIDA Ue,.�-44167 9 SHEET I 6 4 OF 28 (3 *NOTES ON HV LOCKS AND CENTERMATES: A e' c c �' 9 u H u s r ®'®"'®' • �,©��g,� 1. MANDATORY CONDITION ft ONE HV-LOCK®,or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN'FOR ANY.SPAN OR 12-ABN.OVEOR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTAL TIONS AT ANY ELEVATIOHV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 01 OR CENTERMATES W/(2) 1/4.. -20 x 1/2" LONG FLA1 HEAD S.S. M.S. LOCA11ON OF LOCK SHALL BE S INDICATED ON OmOw TYPICAL SHUTTER ELEVATION. 2 -.fl . 16,,, 0 .. . FLOC CEILING INSTALLATIONS. TWO,HV LOCKS OR OR ONE HV LOCK L OR W/ TWO .N^n�„VF. LOCKING RODS-i(�' AT TOP A, BOTTOM SHALL BE SED FOR ANY SPAN AND INS ALLATI0 AT ANY ELEVATIOW —� HV LOCK'®OR'®SHALL'BE ATTACHED TO®OR©CENTERMATES W/ SAME SPECIFICATIONS AS PER H A- OB-N_ vaRY CONDITION #11. LOCATION FKOCKS ESE SHUTTER ELEVATION. MAXIMUM SHUTTERSPANSHALL BEDETERMINED LE SHALL BE AS INDICATED OTYPICAL D PER SCHEDULE #3ON SHEET II 4°R5 oa6 oR i0 aR®r °A® 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR'SECURIT.Y PURPOSES, UP TO,TWO.HV y S SC LOCKS, OR.MAY BE USED S AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS T0.CENTERMATES OR®SHALL BE S INDICATED ON NOTE•(1)ABOVE. +n3� LOCATION OF LOCKS SHALL BE S INDICATED ON TYPICAL SHUTTER ELEVATION. r,iO LL G o�v 4 �o Hoc-Hvc Cgs (17 IS.USED W/TWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS S§OR.AN ALTERNATIVE DEVICE o �g3 ON MAY ALSO'BE USED AT STACKING POSITION (NON HURRICANEPOSITION). 5. MANDATORY CONDNiON 82: ONE HV LOCK.Q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN him SRV AND INSTALLATIONS AT ANY ELEVATION.,FIV LOCK�'or®SHALL BE.USED S'•AN OUTSIDE OR INSIDE LOCK, H a �a NDD- ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2f LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS �w AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE S INDICATED ON TYPICAL SHUTTER ELEVATION: MAXIMUM SHUTTER,SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. � y 6. i OR a:.ONE ALTERNATE HV LOCK Q?MAY BE USED IN LIEU OF HV LOCK Q4)or ,FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY, BE USED S AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF'1/4'0-20x3/4"S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4.0=20x3/4"ALUM. SEE END - RIVNUT S SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALLEE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. DETAILS ON D F E N I J K L 0 P SHEET II TMP- *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL HEIGHT: - - _ 4 CONDITION OF CORNER 1. MANDATOR li ywi ONLY Fog Ky-r LOCK AND cENTERmAms Q AND •ONE ALTERNATE HV 'T'LOCK MAY BE IN ALLED IN LIEU OF HV LOCKS OR 0 FOR•ANY SPAN AND nuullEo vno CENTERMATES INSTALLATION AT ANY ELEVATION. ALT NATE LOCK Y BE USED S AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1 - (° )-&R®a+10 ��1 3°" OF LOCK 5@ INCLUDES USING REINFORCING LOCKER�,S SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE © '1J CONNECTED TO CENTERMATES®AND®9 W/ 1/4'0-20 x 1 1/2'LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" )D.OaI©+�aaQ«1©oR WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4'Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM'IS MANDATORY.' *NOTES ON HD LOCKS & CENTERMATES: 1. ONE.ALTERNATE.HD LOCK D MAYBE USED IN LIEU OF ®•®°P)g•OO°p g,'O°RO HV LOCKS(�4 OR' FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 84 MAY BE'USED' AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO(A IS W/3 88 x 3/8'F.N.S.S.M.S.,AND INCLUDES CJ ' TYPICAL n HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HV9 AND DC-HVL, SHEET 10. LOCK MAY BE INSTALLED-AT MIDSPAN OR 12•MAXIMl1M BELOW OR ABOVE MIDSPAN: USE OF LOCKING RODS®IS COMPLETELY OPTIONAL. N.T.S'. FLORIDA BUILDING CODE{High:Velocity Hurricane Zorie t1 Q�' ,••' �• '•. ✓ Q2017 PL7EC0,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. 4416 9 BERTHA HVTM a No. A S S A Accordion Shutter System iii 1L E C O INc. ■ ■ ■ ■ V.BLADE#1 YJ/OR W/0 H.V.WINDOW BLADE&H.V.BLADE American Shutter Systems REV.N° DESCRIPTION DATE DRAWN BY: L.C. '�'• (y.\� TILLIT TESTING & ENGINEERING COMPANY t. \ Association, Inc. 1 CLO-IS-079 07/16/17 DATE: o>/zs/n; '�O• '•��/ \ 6355 N.W.36N.5L,Sle.305.VIRGINIA GARDENS,FLORIDA 3316 Phon° (305)871-1530.Fax:•(305)071-1531 4268 West'Roads Drive 2 DRAWING No a-mol:lllteco®aol.com West Palm Beach, FL 33407 3 S�OPIAL�.,1' ES-0006719 phone: (600)432-2204 .'Fox: (561)209-8380 4 17-102 WALTER'A TILUT Jr.P.E. P.E. SgL'SYCfS�STURE/DATE FLORIDA Ue.#44167. 5 SHEET 6 5 OF 28 ;PCURED CONCRETE POURED 'POURED ,CR:CONCRETE'SLOCK' , 'CONCRETE 'REQUIRED, -� 1J4 a-24x3f4'S.S: CONCRETE ',REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED - SEE(SCHEDULE.ONi / CONCRETE ANCHORS ,,,ttt (SEE SCHEDULES ON W/ 1/4 20 !✓ ��` /��� (SEE SCHEDULE ON.SHEET 13) � '� / i' SHEET}3} 1" `f ,SHEETS 13 Ik 15A) NUTS® f2 O,C. ' > r 12 OR id / Mtn: 1/4'a-E SCREWS.S. Mn:. GR 1.6 EO' D .MACHINE SCREWS ,' __ EQ 'EQ .. ___ USING.1/4'-20,NUTS f ' f Tfi2�-1 ®"12'O,.C: % fi/27� ,-@ . E.D.* i / .250',Mox: -- -: r. .250'-Max. .E re max. OPTIONAL . "- : I ON .SEP 7/ OPTIONAL AP__ MIN.SEPARATION' t ID,DIASS(SM 'SCKDULE ON SHEEP : `�' SEE 12 FOR BLADEQ ,, '1,! 1 DR ( SCHEDULE ON 1. FORR 1�- - MIN.SEPARATION 'w ,EXISTING_ SHEET 112 EXISDNO IX;7 SLEET 28 - i, I. TO.GLASS ''�' .I, 1 CLASS ) CLASS—� 0 I; I'-"`-(SEE SCHEDULE ON . _ EXt5RNG; SHEET.12) GLA55=-t' ' (AY HV WALL•. HEADER INSTALUTION, " @'HY WALL HEADER 'INSTALLATION a .HV WALL HEADER INSTALLATION _ EXISTING: fEXISTING .. _ LAS ICN.SEPARATIQY .' ♦ OLASS-1 '' i. i MIN.SEPARATION i I. TO GTASS(SEE ,�t `I'1. 1...4R: EXISTING' TO GLASS SCHEDULE ON Sr1EET ' 2828 GLASS' {SEE'SCHEDULE ON 'ANO ,' l' MIN.:SEPARATION SHEET 12) ) SLADEFOROR SHEET' ' , 'r TO CLASS 1�� , i I aADESC1}&0) 'i, (SEE SCHEDULE.ON� jjT SHEET 42} ;/ r j OPTIONAL, I _ �/ / lii 'Isi1f/ t !Ili ��: ,i'1J4'Max. r�EP* _ Mcx. ON / 1 flPitONAt , c 3 !i r �- / oR E D.k ,i,S .� - � p a_ --- r .n: I I ,i t j2r ___ _ 19 ,! 1 /� EQ EQ. 1/4'0-20x3/4-S.S. f Ma. J "Ll r EQ -Ep; PHILLIPS CHINE TRUSS SCREWSH_US NC' CONCRCORS 1 46-20x3/4'S.S.PHILUPS // �. CONCRETE-ANCHORS' / /// _i'J oR i$i 1' i/4'-21}NUTS fy 42"it {SEE SCHEDULES ON TRUSS HEAD MACHINE SCREWS; (SEE SCHEDULES ON �/ / Min; "POURED CONCRETE ' SHEETS 13,& 15A) /i/4'-20 NUTS 0 42`O.C. POURED CONCRETE SHEETS 13'.&15A) / i g BLOCK. ,OR CONCRETE BLOCK. OR CONCRETE .WALL RE4UIRED T � CONCRETE.ANCHORS, .REOUIREO_ Q; MVALL SILL INSTALLAT ON POURED CONCRETE (SEEEtTSSCHEO& 5n)N FII/ WALL,,SILL ,INSTALLATION ' OR'CONCRETE BLOCK% - WALL REQUiREU tc1 ,HV 'WALL. SILL. ENSTALL.ATION NOTE:FOR COMBtNAt10N OF SECTIONS i �� - - T 1-SEE,SH£ET 4 FOR TYPIOAL'SHUTTERk T`-E D. EDGE'DISTANCE' -INSTALLATION� D E AI LS W ASSEMBLY r . (SEE.SPECIFICATIONS CN;SHEET 14) :�'�SEE'UMRATIONS OF USE FOR' BLADE ], A - 2 MOUNTING SECTIONS CAN,BE COMBINED HL'AD£i�DN StIEEi 28' 1 17 H V 1�LH D E IN ANY-WAY TO'SUIT ANY.INSTALLATION. -////////moi} ]:.:__ FLORIDA 8UILDING CODE(High Velocity Hurricane'Zone ' • "��TVVjyy/�(". +4 .y,, ` L 92017'EASTERN-METAL SUPPLY .,INC.NEERINC)®201T ilTEC0;'INC'(ENCIBERTHA HV , 44162ACc �0tter SK�TVLTIIE � � .BLAdE'Is!OR4/0 H.V. BWM& V,bADE TIlT TES TINGk ENGINEERINGCOMPANY American F Sy1S R ueP lO AB30CICtionIc.. i OLD.15-079' 07/26J6355 NW.36th.St,'Ste 305.NRCMkRDFNS.FORi"331M 17 DAM- _07 17 • Phone•:(305)871.1540,.Fax (305)871.-1531 .4268 West Roads Drive. ,Z ,�v 11 e-mantateeaeaalc m 'West Palm:Beach, FL 407 DRAWING No r.Sy E9=0008719 Phone: 33(800)432-2204 . Fax:,(561)209-8380 4 17-1021i WALTER A.TILLfT.J, EL P.E.!SCALE/aitit'tA717REjpATE. FLORIDA U.P'44167 5 SHEEC 6 6 OF ''28, REQU FED ) �'o;EMr�PMI 1'�._' ORS, ', CONCRETE ANCHORS I, POURED. _ Hti= SEE SCHEDULE ON;SHEET'14 + T - i'. .� EDGE OF 7LIN_ ID•, � st ro/ / ./ :SLAB 1F •..2 9 ' . , (SEEsa2DUE i L MRL'SEPARMIDN ' '1 I / E.D. + BLADES @ , SIM 1� ,. 1 Tq-G1A58 m; ' / ry /.r f / MPUCABLE EXE ( ©: �, 'EXISRNG •i i ,- �f.J S-i _ ,i 1 'i -i o' i. I�'sl mr 1): r��f/ AL, G7�R 104 4 -ICER "� �f{ .:. LocAMO HEAo;_ 11! i I ; 1 1 I TEK:SCREWS. ` t LASS 1 „ .11 13 i5'.. 1 S/0�I11N y , 1i+ r - +Moi i 3JB Hw CONCRETE ANCHQRS , SEE SCHEDULE M 1JL 1 8. "t-_,•/r/,/� , F'M//.D?r/r2�/rF+✓/1f'�trSHEET-14f r' EDGECAOIflFF EDCE'OF SLAB 1PP, EQGE=OFEXSTING' PPUCABLESLAIF' APPLICABLE SLABIFFDGEPucABLESLAByF POUEDLE�[SEE: 72 NR EHE NWPOURED i. E ? E.ID.* is,OR'.g CONCRETE CONCRETE Rea]RED,• D! D:# REQUIRED POURED FLgT MEAD`CONCRETE ANCHORS FLATHEAD'CONCRETE ANCHORS:' CONCRETE • _ - (5£E'SCHEDULE•.ON SHEET 15), 'REQUIRED,- (SEE:SCHEQULE'AN SHEET 26); - d HV'"C€ICING 1NStDLtA?ION O'HV FLOOR: 'INSTALLATION, t :(I!HV WALK-OV€R' INSTALLATIOts f1 'TRENCH INSTALLATION LID VA 'ONLY.f`OR LPr TO,+70, -75'PSF- _ `PRESSURE RATING.&'FOR'SPANS PER' CONCRETE ANCHORS SCHEDULE,, �,,SHEET 72 -(SEE.'SCHEDULE'S;'N'.. i _- . -r—•---_— EXISTING SHEETS 15.& i5A E'XISDNG i srtcT 7 ` , EXIG N5 MINS SEPARATION t '' , M(N.5- EPARATION ' t,.' TO v. GLASS~ 0 i i�' . . ..'',i\ ; (SEE SHEET 12),O GLASS' ' _ 'SIT—{SEE SHEET tz) +�I' 1 It 1 • 11 �I / rhh rh i i. r , t / ' r'�r/y ,rWASHER. / , $1423/4' HEX.HEAD ,z ,/ fi'3 8•f,/j �Nw HEAQ/TEKi 5 REWS 8 ./ /1 Sf8/rf TEK SCREWS:®9''O.C. 1 ... .. _ / ,r --/__ + � 732"O.C.''S.DS: �f / I 1' M X-. 8 CR ll"//4"!-2O;SS M.S. , CONCRETE ANCHORS, w _ _ 6 s1:7� s - ,rr 1fR.r..r NUT®9 S D.C. I 1; (SEE EETS I SEDULE,ON @'9':0:C. /// 1 �1 #14x3/4:F.14.,;S.D.S:, /i i. 1 t/z 1 �/ i7 i$• !/ r t 1 f8' 1,'T8' f •#CART IF., Ir. SEE'N07E 13(b) r. / ✓ .% ! BIF =CONCRETE ANCHORS APPUCASEE•NOTE'73(b)• POURED•CONRETE- {SEE SCHEOULESt ON: .ON:SHEET}. :POURED.OONCREt£:.: ON SHEET.'i OR'CED CRETE BLOCK? SHEEIS15&15A) OR CONCRETE'BLOCK r =y•y��': r REQUIRED REQUIRED. oFHTDNAL POURED_/ CONCRETE HV WALL. FLOOR INSTALLATION' .HV'.WALL WALK IsEE Emu wALL CON ' ON S ' ;SEE NOTES,ON LOCKING IROM3®,LN LOCKS 2&Or.2® O:U T ,VALID'FOR ALL so•._ `I N' -EXISTING GLASS ,I N STALLAT-10 NS�� -W f 1: HV. .**.AND,ALTERNATE HY LLTCk'-®ON SNEER 5. BLADE W HV CEINTERMATE'S CENTERMATES APPUCATION WITH bUbEG1 ' � 1 as oa 6'r as 8 oa 7 U :13 as ©•® O � O 'O OR SEE. END'VWALL'CONNECTION, EXISTING'GLASS :DETAILS ON' SHEETS 1`1 de 26-7 1� - 3'1/4-. .. T -61_1/2" —---____---7 '2-.z-xt/B.o•-2 _ ". I ®'.Oaals'.,©oa�«. onO9 - (sas3-T6..ALLo1�ALUM. OPPOSING - ANG LE W/(2).1/4-o TAPCON 1/2� SYMMETRYCAL ANCHORS TO,CONCR EtE tCENTERMATES, .S (TOP/BOROM)8 I ,. ,810'x3/4-S.M.S.®-12' ,(4)Lp10zt/2, S.M.S TO TUBE t ;O:C;tFULL LENGM! W� HV' LOCK Mr LG — /'1,.k MINT CEPS 0 /'CENTERMA ILS N AT EACH ANGLE(TYP),,. I _ - - -- ,(SEE LE ON W' HV LOCK N 3 * ,., 3 - SHEET tz) Nl OR lY 2: T/2. + a 2 aw 3 ®, O1 OUT] , Oto+ts«.1 3e i. , a- HVB HVC ,O ©' O Q �� �H.VA QGa�oa©r,O] oa®oa10 + POURED CONCRETE:OR rlm -. fREOQU NCRETE BLOCK WALL. 10•;Oa+©*113 Da( 'rQaR r ED' ————— _———.—— M Nc '@°"�''®"`®" "' �'.. SYMMETRICAL - —A'——�.,�0 Q.�� O .. --�— —-- —— —• GLASS; O—O 0+&R(&+,0.@-. � * ,1;t y, MIN.SEPARATION / f' FXISIIN :' TO,GLASS / 8 - B aCENTERMATES 6 5 gas 1 8 as 8 . 7 Da _ , GLASS c. � VY * O O ©'r O O (SEE SCHEDULE ON MIN. , HV LOCK' OPTIONAL12) *S ., ¢ - ./ —� (INTERIOR). ®."®a+1 9•.13 oa 19 �paO, �5 ,. !SEPARATION.. 1N . HEFT ULE TO GLASS ' (SEE SCHEDULE PTIONAL ON,';SHEET 12) (INTERIOR) Tl�NCRETE / VAR ANCHORS 1 5 w. * Z 16- VARIES / ; N 97' 6 1/2'MAX:SLACK ,; HVE HVF**' H'VD ��ei�tER �(' __ ._- _ _ FLORIDA. BUILDING'CODE.(High Velocity !Hurricane Zone E,rS ,.v ®2017 MTECO.INC.':(ENCMEIRINC) I: 2,017'EASTERN METAL,SUPPLY, INC: 1 ,r9- BERTHA HVTM V. N0 44162Accordiorn Shutter m Syste , I,L 7ECI0 INC American 4�m %V.BIAOE tEW/'0il V%0'H,V.WNDSCRIPTION TOW'BLADE&+H.V.,BLADE' 6'S PnIYeTESTING &,ENGINEERING COMPANY. - Re; GLo 15-0-079 m/2e/t7;ORD IT-- 07/2eJ77 .S,Ste.305NRcum GARDENS,FLOPoa 3316 , ... - I .4268 West Roods Drive _ __ _ �Q ALC G�a'yl�' n8m1aT1 hceo®of ccm05)871=1531 Wes@ Polm Beach FL,33407 3 ---- -- --_ RAWINGNo L Assocla Ion Ind. D E8 00067tB Phoneo-(800)432-2204 Fax '(561)209-8360 4 �'T—`1;Q2. �+ry / f/. ..` .WALTER A TILUr Jr:P.E. .PE,SEAL/SIGNATURE/DATE: FLORIDA Ue.;8.44167 s SHEET __ 6 8"OF 28 ALTERNATE INSTALLATION W/HV 'IT LOCK 30: HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALEAEMALE "T" LOCKS CENTERMATES �' . 29 & LOCKERS W/ (L HV BLADE *. OT0 U I IN �EXISTING GLASS * . 90 I BLADE(DSLACK DETAIL HVF, INDICATED ON SHEET 8, © O O O O O AS WELL AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD-HVD 1 oR oR 6 + ] aR 8 1 O+1 3 a+ INDICATED ON SHEET 10, MAY BE,USED WITH THIS ALTERNATE 1O fOw©f-Q�©f©� INSTALLATION oETAIL HVG SHOWN IN THIS SHEET. ' ©fO fQIXi©fOf®6R. SEE 'END .CONNECTION DETAILS ON' SHEETS 11' do 20 2"x2'xt/8'x0'-2 (6063-T6 ALLOY)ALUM. I ' ANGLE W/(2)�1/4�O TAPCON 1/2• ANCHORS TO CONCRETE I —— , (TCP/BOTTOM)k ____________ _____ __________.—____————_.——_ (4)�lOz1/2'SJdS.TO LUBE I 10x3/4'S.M.S:0 12' _ AT EACH ANGLE.(7YP) I O.C.FULL LENGHT. * I N 'IdIN.SEPARATION W 30 'HV' "T" 30 HV "T" To c s 5. 3 LOCK (INSIDE) 1 3 LOCK {INSIDE) (SEE scH DOLE ON SH 12) _---- -----------MF- - - ___�--- - 28 1--i 29 1 28, 1 29 . 1/2." h F Q 35 35 QIJT 35 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON. SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. * 30 HV. 'T' LOCK OUTSIDE SEE NOTE &FOR'HV LOCK:3� , ( ) 26 1 4" ID-20 x' '1" S.S.M.$. -r"LOCK, ON SHEET 5. W/1/4",O x 5/8" RIVNUT t. 30,HV "T" LOCK. (OUTSIDE)' 'r SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY).LARGE FLANGETHIN SHEET NUTSERT,,PART R 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN;PARSIPPENY, NEW JERSEY 07054.OR EQUAL FLORIDA BUILDING CODE(High 'Velocity ,Hurricane Zone) '��CENS''�, S ®2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM No.44iB7 Accordion Shutter,System. ASS A st I L; E C 0 .... ■ ■ m. .V.BLADE#1 W/OR'W O H.V.WINDOW BLADE'k H.V.BLADE-#2 9 1 ,e American Shutter Systems REV.No DESCRIPTION OATE DRAWN BY. LC. TILLIT TESTING-& ENGINEERING COMPANY ` Association, .Inc.. 1 OLD 15-079 07/26/17 DATE: 07/26/17 y��r L4 6355 N.W.'36LA.SL.Ste.305,VIRMNIA:DARDENS,FLORDA 3316 ' '�'rr• Phone:(305)871-1530.Fox:;(305)871-1531 4268'West Roads.Drive 2' �Qp DRAWING No 11AL,��rd e-mad:6ltecooaol.com West Palm Beaeh; FL 33407 3 EB-0006719 Phane: (800)432-2204 Fax: (561)209-8380 � Q'Z WALTER A.TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Ua p 44167 5 SHEET 6 9 OF 28 SEE END WALL CONNECTION DETAILS'014 SHEETS 11 & 20, I' EXISTING GLASS: oUT' 90,- FIN ,� 'INSTALLATION (1� HV BLADE Wf HD' .CENTERMATES. . : 1'54 QoR'Q;. oR t©t©oR: SEE END WALL CONNECTION • II ©$.O$oRQ+®oRO+�oR__ .-----------` Ex6TINGcLASS ----- .. i 24"0/8%0',2" 35* 35 (6063–T6 ALLOY)AWM., 1, �7/2: _ %p� ,ANGLE W/(2)T/$fl,. II ,MIN.:SEPARATION' ;�4) H.V. (OPTIONAL) -...) ' ' (OPTIONAL TAPCON;ANCHORS TO- d10'x 3/4'S.MS.O 12' CONCRETE.(TOP/BOTTOM.' I ;O.C' (SEE SCHEDULE 'To GLASS PINS '(1YP`) - ; l N 33 4' ;H V &(a)OJUBE2.S.N.S• I" 1 oN SHEET U ( ) TO TUBE AT:EACH. 6.j/2• PINS (T4.S -, ANGLE.•(TYP). 5., '4 s 8' - lV9 Il _ - - , 1. O 5 1 .9G 1 \NQ 2^ 20 31 oR32 * 33 31 OR 32 31 GR 32' :35 31 GR,32 HDA—MA 4 35*` (oP. *L), HDC—HYG (oanoru) HDB'—HVB OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W LOCK -•INTERIOR W/ i4 LOCK (EXTERIOR) ©.,0.. I * SEE NOTESONLOCKING'RODS®'& HD LOCKS,ON SHEET 5. - UNNERSAL,FLOATING BLADEQ3 DETAIL HDD-HVD IS, - - 0 VALID FOR;ALL'.CENTERMATES.APPLICATIONS,WITH BLADED $-- 1 HDD`=HVD** FLORIDA :BUILDING CODE'High Velocity Hur�i6ane'Pone \y{- r •''••�• `"' ®201i'-TILTECO.INC:(ENGINEERING) \G ENS, m2017 EASTERN:METAL-SUPPLY, INC: .. � rvs�-� BERTHA HVTM l 'No.4416 Accordion Shutter System s 1,L' E,C o 1Nc. A� ,�_ �� H.V.BLADE#1 W/OR WNDOIY BLADE&; IRD Z A TILLIT TESTING & ENGINEERING^COMPANY, A rA5 OCIO Loner Incl rile Systems R N. DESCRIPTION JD DATE., DRAWN BY:H.V.•V L.C. E _ _ • 4 \\ �`�`NX S6U SL',Sl 305 VIRGINIA OMOENS:nDPI0A 3316 t . OLD'15-079- H.V.HV 07/26/17 DATE: 07/26/17 / �•• T l\ F'thone 305)871-1530-iF 305 971:-1531 '426B West Roads Drive 2 - ( ( ) DRAWING'No 'e=maT 4Tt co0a0l.e m `West'Palm;Beach F6-33407` 3 ES 0006719' Phone: (8OO)432-2204. Fax:.(561)209=6380 .a 7—�.D2' •r• �•� 'WALTER A.TIWT Jr,,P.E1 ' • P;E SEAL% Ct1/.1'URE/DATE FLORIDA up:8 001.67 5 SHEET 6, t 0 .OF 28' 'POUREO'CONCRETE OR POURED'CONCRETE POUREDOR,CONCRETE'CONCRETE;. OR CON RET OURED CCONCRETE, CONCRETE,BLOCK.WALL - OR,-CONCRETE- - E . / REQUIRED: ./' l BLOCK'.WALLREQUIRED. / BLOCK WALL.REQUIRED; i -;BLOCK WALLREQUIRED EX STING G / EXISTING'GLASS -.. / X �. I .IHSS :/ CONCRETE,ANCHOR' EXISTING GLA§$ EXISTING GLAS5' ®:,16 O CJk/z - ADNPARATION _., �. �. / : TO GLASS(SEES. ;-( - .. / 2MIN. , MIN.SEPN1AlI0N SM SCHEOU ON SHEET' ' // ON SHEET 2B OR f '1ATO,_N.SEPARATION EQO.. 12 FORFOR BgDEfi063-76CONT., .-. �TO GLASS(SEE . 8 ® ` TO CdASS(�E 'i /�.. SCHEDULE CN(SHEfT.� ,ON SHEET__PoR ( ALUM ) O& 1ON Er 28O / 12 ORQ�_ (LOCATE AT Bi+DESQ1lc' .,CLOSER I� .SES Q�� .diHF�R SIDEt PLATE:(LOCATE 1/2', ` ��O&®� I�.�- _ OF 5) AT;EITHER-SIDE MIN„ _ I ° - 1/2" I '-� � •FUSE 1-"OR 2"'MAX.00 .. '8.10x1/2 S.M:S. I '' .__—. (AS APPUCABLE)x2"x1/8"x0'-2• 10x1/2 S,M.S __—,_ ® 16"O:C: - ALUMINUM%CUP ANGLE. -- 4 (6063-T6.A110Y),AT'MIOHEIGHT (1) 810:1/z s M:S;To®ar 4, (2)1/4.0 TAPCONS ANCHORS TO S - SEE DETAIL X FO WALLAT 0C.(LOCATE AT SIDE'CONNEC710N jOR ® EITHER•SIDE OF®) 1. 'OR SEE DETAIL%FOR 1 .QR ) TOTRACKS SIDE,CONNECTION �ai� ©'•Od�-10.,�a, SEE:DETAIL X'FO 4 6 ® 6 O71.0 B a10•©a TO TRACKSu 6 7 P!B 10• �SIOE,CONNECTION � ; �p1® O•� 1D'®'' 1O ®'"©�®'©'�O1 ©•�©©"' � 0:.� © �.©"'- ?O:TRACKS, 10 10• 5 I - B a 1 ®°1© ® �'�-0 �"� @9 aO; 8_ 9 ,rte 1 9 O'--O6O Q-�'OwO B.. 8a, 1 Sw 9. - ,O•� �',ty'"'®'®a0 'a® O O END CONNECTION DETAIL;1., _END CON NECTION_;DETAIL-� END' CONNECTION DETAIL,(3 END .CONNECTION_ DETAIL / O 'POURED CONCRETE-OR !+ REOUIREDIONLY FOR:SPANS GREATER EXISTING GLASS: E:B LOCK WALL S G. - REQUIRED '�• .; GLASS 4 / MDL.SEPARATION ,�'9R/®Y2 5M. —.--- :MIK'SPARA . 'fO.GLA55(SEE /. TO GLASS 16 O:O. (� SCHEIXILE'ON-SHEEP I ! / 12SCHEDU�BIAOEY.:.� _ _b7d__= 6 PR®OROOR i / 2'FOR EADEQAND CONCRETE 1/2"MIN: FOR ON SHEEP 28'FOR ANCHOR® ./ ON SHEET 25 FOR _ -- .. i Q'OR t S OR(BOR !CONCRETE' --... 1,E1NDE5 12 p.C: ---- f ANCHOR _- /E�t 5.' 1p& 4: .y o c - / l 2'MIN ----- / E - —. --may - OR 8'OR t OR I 2 MIN. / !2 MIN. }:SEE,UMITA_TIONS:OF USE FDR; O . _ BLADE 1A ON,,SHEET,28' �ORISOR�QR@' 'VIEW Y' 5 / 1':OR �=. PLAN DETAIL • POURED I CONCRETE euoDKTE'W'AOLRL .�m 10 ® Q•® Q•,IS END INSTALLATION REQUIRED' � . © Oq+ m 6 a, HV BLADE= :OR HV' 'WINDOW BLADE INTO 'CONCRETE' OR -CONCRETE BLOCK WALL.. END CONNECTION DETAIL''5., ® ® ©� O ®a 0 O �, ® � ® ® O;,+C"IRY3. NECTION DETAIL 6 FLORIDA.BUILDING'.CODE High Velocity "Hurricane Zone Q .......... ✓Y ©20t7 7d7EC0;INC:(ENCtNEERINp) 02017 EASTERN METAL SUPPLY, INC. 1'ts�P .�GENS�C =_ BERTHA HVTM Accordion Shutter.System. 1LIE-C,.O rNc. .A.S.S..A.' NV.B(AD 1'W/OR'W/O .V, .H WINDOW.8WEtAV BLADE,02 ' E't American.. ShuNer SyStBRISI REV.Nc DESCRIPTION DATE DRAWN BY: LC: TILLIT TESTING !&'ENGINEERING.COMPANY 6365 NW 360:SL''.Sl 305WRGINA GARDENS;FLORDA 331 Ot Association, Ine. i1 OLD 15-079 07/26/17 DATE •07/25/1 =0 O' Ph he:,(305)871 1530 :F. :l(305)871 1531 4268 West Roads Drive, 1 2 - .......• Yi 1� a-md,l:NtecDOaatcom I _ .West Palm Beach FL 33407 3 DRAWING No, �� 19 .Phone: 800 432-2204- Fax:: 561 209-8380 -74— :EB-00067 (; �, t1:7-102 WALTER-A.TILLIT Jr.P.E. - ' P.E..tEZl S%NATl1R/DATE FLORIDA U.i 'g.4416z 'S. SHEET' 6 SCHEOULF #1 SCHEDULE #2 SCHEDULE.#3 SCHEDULE #4 - ---- *. pN TES: -! SEPARATION TO GLecS'.REOUIREMENTS - *• MAXIMUM' SHUTTER * AX A'SHUTTER DK AXIMUM SHUTTER SPAN*"L+" (1)L+:'MAXIMUM ALLOWABLE SPAN FOR UTTER SPAN L+' OR "L-`(ft.) SPAN; L+ OR "L-" PAN •) SITIVE A.S.D. DESIGN (1)SEE BELOW FOR MINIMUM,SEPARATION TO MAXIMUM SH " O - " - / NEGATIVE L+' OR L- R L=" ft. INSTALLATIONS q'CNEN PO FOR INSTALLATIONS W/ ft FOR I4222� IOft:) INSTALLATIONS W S RE RATING GLASS'SCHEDULE FOR,SHUTTERS INSTALLED WITHIN CFNITERMATESi ® &;®�'qDor or W/ ONE ) & W. ONE HV LOCKS L-:MAX.ALLOWABLE SPAN FOR A GIVEN THE FIRST 30'-0"ELEVATION OF BUILDING LOCK W/® OCKI Or 26 or HD• .R W/ E S.D. DESIGN,PRESSURE RATING 'MEASURED AT ETGTiQLI OF SHUTTER. NG RODS`,35 o 21 & 22 W/f OR W/ NO LOCKING HV' 24 0 25 R 26 LOCKS ODS (2)PROCEDURE TO DETERMINE MAXIMUM (2)MINIMUM SEPARATION TO GLASS FOR'SHUTTERS CENTERMATES 2D4c 29 W/ ONE HV. R TWO,LOCKING SPAM FOR,WALL MOUNTINGS=OR INSTALLED;A8OVE 30'-O" ELEVATION'OF BUILDING,; Q LOCK,.30'W/ TWO LOCKING OCK, 24 0 25 .OR 26 W/ N 0 5 TOP/BOTTOM;`W/YN FLOOR/CEILING: MEASURED AT.BOTTOM-0F SHUTTER IS:3': PrTnlZ IR TOP 'A, RC)TTOM 4(.l;FF NOT" E& I CONCRETE&W OD CONCRETE GIVEN A POSDTVE AS D. DESIGN,. M N TIONS 0 �0®W.2 N, R 2`� Q&jMw EE' A�u INSTALLATIONS PRESSURE RATING; DETERMINE MAXIMUM MAwwu CONCRETE&WOOD INSTALLATIONS,O• NST e1 / .D.OE A5.µo¢� SPAN Y+",FROM SCHEDULE.. P ,WALL MOUNnNGS LPtaESSU9E' -PRESSURE FLOOR/GOING MOUNTING M 0 P MINIMUM S PA,ATION.TO ACc.SCH D R_Ei_ RADIO FLOOR/CEILING & RAm+G ,(IAnr+G OR GIVEN.DETERMINE A.S.D.AIUM S'PRESSURE (aaL) WALL MOUNTING MOUNTING I FLOOR CDUNG•MOUNTING FLOOR/CENNC,MOUNTINGS �. � BOOR ALL MOUNTING RATING,DETERMINE MAXIMUM SPAN "L-' SHUTTER V(/ ONE LOCK WITHOUT LOCKING RODS OR-) fR) L-(n) L♦ (n) L-(R) L'+(n). L-(D) L+ (R) I -(n) L+ FROM SCHEDULEFINAL!MAXIMUM'ALLOWABLE SPAN IS SHUTTER INSTALLATION W INSTALLATION W/ 30 13'-2" 16'-013'=2� 16'-0" -12'-3' 14=9' 30, 43'-1" '76'-0• 30 13'--Z" 16'-0' - /'35 12'-8° 14:-10 12'-8" 14'-1019'-9" l3'-8' 35 :12'-7' • '15'-7" 35 12'-B" 14'-10' EQUAL TO'.THE:MINDAtJM DETERMINED SPAN. SPAN ENTESYMMMATESRICAL OPPOSING 40 12'-3" 13'-10" 12-3 13'-10" 71'-472'-9^ 40 72'-2" 15'-2' 40 12'-3' 13'=10" BETWEEN "L+ ANDCENTERMATES 'CENTERMATES 45 17'-11' 1Y-1' 19-11'- 13'-1" 11`=1' 12'=0' 45 11'-9' 14'-3' 45 11'-11'- 13'-'1' 105" 3 3/8•s4' {3)PROCEDURE Tor DETERMINE MAXIMUM 'OR LESS';50 11'-7• 12'-5" 111-7" 12'-5' _ 10'=9•- it'-5' S0 11'-6• '1Y-7• 50 17'-7 12'-5' SPAN FOR COMBINATIONS IN BETWEEN >705'�TO MAX. 55, 1 1'-4' 11'-10'' 11'-4-. 11'-10" 55 10'-6'- 10'-t1" 55 11'-3" 12'-11' 55. '11'-2" 11'-10'_ WALL Y7/FLOOR/CEILING;MOUNTINGS: J 7/8's 4" �.,ALLOWED 60 it'-1• 11'-4" 11-0 L1'-4" 60 10'-3" '10:-5 6O 71'-O° 12'-4' 60 10'-2" 10'-11' FOR A GIVEN:POSITIVE'A.S.O.DESIGN s-USE 2 1/2"FOR'HD LOCK(®A4��0,y�y�O�R(�,�y+9�A .65 10'-10 10�-.10" .-10'-7" '10�-10" 65 '1d-OC 10`=0" '65 10'-9" 11'-11' 65 g'-5 10'-1'_ PRESSURE RATING USE.INDICATED VALUES.FOR H7TCEA1'ERMA1k5 ' --_ - - DETERMINE: _ 70 - 10'-6" 1D'-6- 10'-2" 10'-6" 70 9'-8' 9'-8'' 70 10'-7" 11'-5" 70 - 8'-9` 9-4" Lf'+-MAX.SPAN FOR WALL MOUNTING 75 10:-1" '10'-1" .9-10` 10-1" 75 9'-¢' 9'-4' 75' 10'-4., 11'-1'' 75 - 8'-9' INSTALLATIONS. ; . -MINIMUM SEPARATION TO GLASS SCHEDULE: - '80 9'-10' g'_g" g'-7.' :9'-t o" 80 9'-0" B'-O.. 80 10'-0" 10'=9" - Lx+=:MAX. SPAN;,FOR-FLOOR/CEIUNG ..SHUTTER W/ONE'LOCK&TWO.LOCKING RODS OR. ;BS 9'-6" 11'_11" 9'-3" 9'-6'_ 85 8'-9' 8'-9" 85 9'-9" 10'-5• MOUNTING INSTALLATIONS. - - WITH ONLY TWO LOCKS '90 9'-3" g'-3' 9'-0' 9'-3'' 90 B'-6" 6'-6" 90 9'-5 10'-1' FOR A GIVEN NEGATIVE A.S.D.DESIGN INSTALLATION W/ INSTALLATION,W/ PRESSURE RATING: SHUTTER AL OPPOSING '95 9.'-0" 8'-9' B'-9" 9'-0' 95 '8-3'- '8'-3° 95 '9'-2" W-10' DETERMINE: SPAN 100 e'-.9" $'-4" -'8'-6` 8°-9" 1008=i"- "8'-1"' -'100 9'-0" 9'-7• L1-= MAX. SPAN.FOR WALL MOUNTING CENITERMATES CENTERMATES 105 8'-7" Y-11' 8'-4' 8'-4". 105.. .. '7'-11" 7'-11' 105 8'-g' �9'-4" - INSTALLATIONS: 105' 2.3/4••• 3 3/16" 110 8'-4"' 7'-7" 8'-2° 7'=11" 110 7=8' T-7 110 8'-7" 9'-2"- L2-= MAX.,SPAN FOR'FLOOR/CEILING OR LESS 115' 8'-2 T-3' B'-G T=T 115 .7.-b' 'X-3'' 115. 6'-4' '8-11• MOUN7INQ INSTALLATIONS. >105"TO MAX. 3 1/4'!•• 3 1/4" ALLOWED 120 8.'=0" 6'-1.1 T'-10 T-44 720 7-4" �W-11" 120 8'-2" 8-9' FINAL MAXIMUM ALLOWABLE-SP- IS 125 T-10" 6'-B' T-B' T_D• 125 7•_3^ 6'-6C' 125: 8'-0" '8-5' EQUAL TO THE'MINIMUM BETWEEN"Lt+°, as.USE`2 15/16"FOR HV"T LOCK 130 T-8"' - 6'-5'' T-:6" '6'-9` 130 T=1" 6'-5' 130" 7'-10° 8'-1' 'L2+ �t AND "L2-"' as USE.4 1%8"FOR HV°T"'LOCK 135. T=T 6'-2' T-4' 6'=67 135 6'-11' 6'-2' 135 T-9" T-9" USE INDICATED VALUES FOR HV CENT MALES. (4)GO TO,ANCHOR:SCHEDULE WITH FINAL 140, .'T=5" 5'-11" 7'-3" _ 8-3' '140 ;6'-10' 5-1'1"' 140, 7'-7• 7'-6' MAXIMUM ALLOWABLE;SPAN AND NEGATIVE INSTAL LATION'LEGEND 145' T-3 5'-9' T-1 6'-0' 745 6'=9" 5-9" 145 7-5" " 7'-3' 'AS.D:DESIGN'PRESSURE_RATING TO, DETERMINE MAXIMUM ANQHOR:SPACING. 150 T=2" -5'-Z" ;5' 7" 5'-7° 150! T-4' T-0' coeckt?E,ae riAH50ftr WOOD 155 7'-0' 5'-5' 6'-10- 'S'.-8' 955 6'-6" 5'-5' 155 T-2" 6'-9• 160 6'-11-" 5'=2` 6'-9 5'-6' 160 ,6'-5" 5'-2' 160 T-1' - ,fi'-7" WALL A 8,'C, D, E, M, N,0,'P,,O, R,' n0 6'=e` a'-n' S-7 5-2 t7o. FLOOR/CEILING F. K & L. 165 �5-10' S'-1° 6'-8 5'-4- 165 0-3" 5--1' 165. 7-0' 6 4 6'-2• 4'-11' 170, 6 17° 6-2" 0 MAXIMUM SHUTTER SPAN "L+'OR L--FOR INSTALLATIONS,INTO WOOD SHALL BE LIMITED.TOS 105' G;'H, I, 11 & J. T. U, W& X. p5 6'-7 - 4'-9' - B'-5' 'S'-0' '175 6'-1" 4'-9' 175 6=9' 6-0" PSf.�A.S.D. DESIGN PRESSURE RATING: 'MOUNTING 180 6'-6 •4`-8" 6',-4' 4'-10' 180 ,6'-0" 47-8' 186 6'-8" 5-10° 1115. 6'-5 47-6- 6.-3 4'-g' -185 5-11" 4-6' 185 6 7"' 5-8" t H.V. CORNER CENTERAIATE 113 MAK;BE 1-12 HV BLADE. 1gp 6,.'-4 d-6 6'-2 4'-7" 190 5=10" 4'-5" 190 6.-6" 5-6' ;USED AT ALL MOUNTING INSTALLATIONS. LOCKING 195 6-3 4'-3 6'-1 4'=6 196_ _ .5=9" '4'-3" - 195 6-5' 8'-5 SPECIFU)ATION5?SHALL BE+AS!INDICATED ON: 200 6'-2°' '4'-2' 6'-0 4'-5 :200 5'-9' 4'-2• 200 6'-4" 5'-3' MANDATORY,.CONDITION #2.NDTE.�S,.SHEET 5. 205 6'-D' 4'-1" 6'-D a'=3' zos 5'-a" 4.'011`11171 i�� FLORIDA BUILDING 'CODE (High Velocity Hurricane Zone) ,62017 pL1ECo,INC.(ENGINEERING) 0.2017.EASTERN.METAL SUPPLY, INC. • c��i �" BERTHA HVTm �s Accordion Shutter Spstem 7 O• 416 ,L E\I► IFI.. A.��S.A■/7V.BIADE.#f;W/OR W/0 H.V.WINDOW BLADE&,H.V:BLADE.#2 TICCIT TESTING & ENGINEERING.COMPANY American $6 Systems EV. DESCRIPTION, ATE DRAWN LG sFi Shutter R Na D 0 Br:, 6355.N.W. 6V,-SL.Ste.305 VIRGINIA GARDENS,:FLORIDA 3718 AS$OCICtiCn� Inc. '/ OTA'15-079 D7/26/17 DATE: .07/26/17 �y 4268 West Roads Drive T Phan (so6)071EBS 0006218.(305)971-t537 Phone:.(800)432-2204 : . F (561)209,-8380 DRAVlING No • w°� ,eL�' 18 1u L 0.F..:(3 .West POIm Beach, FL 33407 3 _ t(1WALTER A.71LUT Jr.P.E. a 17-102 `.P.-€'9C•9L,G$IPNATURE/DATE ;FLORIDA Uc#.44167 6 12 OF 28 MY :. ..: . .qe •: u . m :. e ,U.� :111 .:� :.,. e::�'e,� , ..o ,I1, \1" e: �,•:al, ,7: :le, , fl .,. , f 'a�mmmmmmmmm1EId1Eaa m�mmm IMMMMMMEMMmmmmmm��mommm��m mmmnomon®mmoolmvo mmmov000 mmm"Em""M mmmooHUM" • ;,®mm0000®mmmoo`aoommmoors. mmoomo©mmmoo "on"n"m mmmoomonmmm00000®macro"ooemmmmmoommmm00000n""n"""® ®mmn000®mmmn0000®mm0000na�mmoo®M®®mono®®Mn"""n0ma�r mmmAom®m mmtnn000n®mm000nn aammnoomn mmm"000a MEN mmm0000®mmm00000mmm0000n®mmnooMMmmmn000mn"""""®m mmmgeoo®®mmmoanommmm000"nmmmo®aMMmmmnmmMan"o"mm®® �mmmooma®®mm000®a®mon"on®mmmoo®Mm®mmoo®Man""n"®®m ®mmonM®®mmm0000m®maD00000mmmooMMM ®mwwMMm a ®mmvo®®mmmmoon®ammm000nnnammm®aM®®m ®mman"" m®®® ®mmoo®Mammm000Mammm000mmmmmM®MMAmmaan®assn"nnmm®m mmmoo®Mammmoom®Mmmm0000®®mmMOMammmmoo®Man"nn"n®� ®®mmvonMmmmmooc�©ammm0000mmmomMMMMmm"mmaMan"nom®®M ®mon®mammmmno�sMMmmmnov.M®morin mm�momMMMnnnnmoMm mmmo®�ammmmooc�aa®mm0000®®mmoaaa®mmmmOMMMn"""" ®mon®®Mmmmmoo®aammmnooam®®ma��amm®®®®Ma=o"®m®m®M ®maDm®mMmmmmnoaMa®mmmo®aMmmomMMMmmmm®®Moon"""Mmm® mmmo®®Mmmmm000aammmv"oaMmmmMMMMmUlm mm®Moon""m"mmm mmmo®moa mmmo®aa®mmmAoaoM mm®aMaMm =111:11111113 M"Kammm m ' mmo®M®a®mmmomammmmmo®MMMm®®aMaamm®mo®Moon"mnmmmm mmmo®acro®mmo®acro®mmooMMammoaaMammm"m®MMMo"norm®M0 , ®mmo®maMmmmnmaMa®mmnnMMMmmaMaMaMmmmaaaaMn"m®maM® ®mm®MmaMmmmo©aMa®mmo[�aMMCAM®MMMM®mmo®maaaan"®m®mM® mmom®maammaso®aaammmooMaa®®MMMMaam®®Maaaan"mn®aura mm®Massa mmmaaaaO mmmaaMaaumoMaMMOM�O®aMaMa n�DD®Ma® ®m®MMaaM®mmMMaaM®mmMMMM®®maaMMMm®m"aMaMan"n®®0a® mmmMaaaM®mQSMMaaa®mmaMMOamaaMaaaa®LONOM aaMn"®®®MMS �mm®aamMMmmmMa®aMmmmaMaaMm®Macros®m®®a®aaMnO®©®MMM mm®MMmaM mmOaMaMM mmmMMMMm�EimMMMMa®�3�®aaMOM�O®®AMM® mm"MmmmmmmmaaaMammmaaaaMmmaaaMM®®m®MaMaMnorm®Mad ®mMMOMMM�mMMMMMa OmOMMaMO D®aaaaMo nmMOaMaM nl�mm®aMa EAKO mMmmmMMMaaa®mMMaMMMm®aaaaam�"aaMaaMn"no®MM® mmaMMmaMmmMaaamammMaaaaamoaaaMMammaaaaaan"m®0M®o �mmMMMMMMmmMMM®mMmmaMMMMMo©MaMMM®o"MMM®MMnoo©Mas® moMaMmMmmmMMMMaM®mMMMMMMm®MMMMMmm®aaMaMan®n0®MM® m®MMMmaMmmaaaaaMmmMaMaaMm®aaaMaM�"aM®aeon"® maMMMm®Moos®MMM®®aMMM®MMmMMMMM®M®acro®MaM®mmo®®Mo ®MMMM®MM®MMMMMMM®MMMMMMmnMMMMMMM"MMMMMMMonmm©Moo maMMMMaM®®MMMMMMmMMMMMMMmMaMMMaMmMMaaMM®nm"®MMMa �mMMMMMMMmMMMMMMMmMMMMaaa®MMM®Mao®MMM®Moon®®MMaa® ® - ®®®®A®a®®®OaMAa®m®aaMaOB maO®aM®®�®salvos®�®®®OMOO pC 9 B. HA HVTm rM 1 1Accordion -�_�s , , , „ r •� eArneer DRAWING426B West Roads Orive, ®__�_ ! :., •• 9 !. ' . -� MAXIM)IM ANCHOR+ SPADING XiGORSCHEDULE FOR A MEN MAX. SHUTTER SPAN. &S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES Dun MF BMU I nen AMn A RESIRONDING MOUNTING TYPE FOR CONCRETE INSTAL ABDNS (SFE MOUNTINGS E,0,&H ON SHEETS 6&7), 1.,ANCHORS TO SUBSTRATE SHALL,BE AS,FOLLOWS: POURED CONUftTE (Al TO EXISRNG,POURE CONCRETE:(Min.fcr=3,ksl) MAXIMUM (g)WALL SILL;MOUNTING ' "©CEILING MOUNTING' ),,FLOOR MOUNTING ,ANCHORS.SPACING LEGEND 1/4"0 TAPCON-WITH ADVANCED•THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURE,BY I.T.W.BUILDEX..(Min:'f'c-3 ksi) .SPAN -4/4'0,x'3/4"ALL POINTS,SOLID-SET ANCHORS.AS.DISTRIBUTED BY ALL POINTS SCREW,;BOLT&SPECIALTY COMPANY. (Min.Tc-3�ksl) (R), 'As.D.,0E51GN NEGATIVE LOAD psi A.S.D.DESIGN NECATIYE LOAD psl 'AS.D.;DESIGN,NEGATIVE LOAD sr -.1/4'0 BLUE TAP CONCRETE ANCHORS W/'.CAP=AS MANUFACTURED BY FLORIDA FASTENERS''.DIRECT INC.:(Min.Vc=2 ksi) TAPCON WITH ADVANCE_ - 30 40 166175 90 120760 205 30. 40 60 75.90 120 160 205 30 40 60 75 90 11201160 205, ,THREAOFORM TECHNOLOGY - 1/4'0 TAPPER+ANCHORS AS MANUFACTURE BY FASTENERS..FASTENER ,INC..-AND DISTRIBUTE.BY ALL PONTIS SCREW, BOLT:&SPECIALTY 14 12 10 9e 8 6 5.5 14 12 110.1 9a 1.8 1 6 :5 14 12. 10 '9 e: 8 6 s' COMPANY OR ANY OTHER APPROVE LICENSED OR AUTHORIZED VENDOR`REGISTERED WITH THE AMERICAN'.SHUTTER-SYSTEMS ASSOCIATION„INC. 3'-0" 14• 12 10 .B a e. 6 s ALL POINTS SOLID-SEr (Min:Vc=3 ksi) - - OR LESS 14 12 10 9 '�8 & 6 6 14 12 10 9', 8 8 6 6 14 12'-10 '9 e:. a '6 6 BLUE TAP'W/CAP NOTES; OR MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY'.ANCHORS AND TAPPER+'ANCHORS IS 14 12 10 '9 B B� B 7 U 72 70 9 B '8 9 6 14 12 10 9 8 '8' 8 6' ;TAPPER+ 14 12 10 9 8 7 5.5 3.5 14 12 10' 9 B B 6 6 14 12 10 9 B B' 6 5 1 3/4 AND,FOR BLUE TAP W/CAP•ANCHORS IS A 1/2': 14 12 10 '9 8 8, '6 5.5 to 12, 10 9 '8- B, 6 4 14. 12 10 9 8 ;8 6 45 14 12 '10 9 8. 6 '4 75 A.2)MINIMUM EMBEDMENT OF 1/4'0 x:3/4'ALL POINTS SOLID-SEL ANCHORS•SHALL BE'7/8'INTO,THE POURS CONCRETE:NO EMBEDMENT 14 t2 10 9 'e e',. B {.5 ''14 12 10 9" e B e.5.5 14 72. 1D 9 'e e. .6 A .- INTO'.ST000O.SHALL BE.PERMITTED.'1/4"O-20 S.S:MACHINE'SCREW'USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 73 5.5 3.5 _ 14 12 10 9 B e 6 5 14 12 10 9- e 7 5.5 4 •s¢UuyrhnONs OF IISE taT+ EXIST.AND 1'MINIMUM FOR,WALLS.WITH NO STUCCO.. BlAOE�N ON SXEEr 28 - - - - - - - - - - - - - - 14" 12 10 '.9 .5 'B• . 4, A,3).IN CASE THAT PRECAST STONE:PRECAST CONCRETE PANIIS,'PAVERS OR ANY VENEER BE FOUND ON THE Exist G WALL O'R FLOOR,, 14. 12 10 :9 8 !7 4 - 14 12 10' s 8 6.5 5' 3.5 14 12 10 a as 5 3:5 3.- ANCHORS.SHALL BE LONG;ENOUGH TO REACH'THE MAIM STRUCTURE BEHIND SAID,WALL FINISHES:ANCHORAGE SHALL;BE-AS'INDICATED ON'. 14 12 10 19 B 7.5 45 = 14 12 '10 9 8' B 6, 4.5 14 12 f0. 9 8, '6 4.5 3.75 NOTES.41)'&A2)ABOVE,FOR;INSTALLATIONS.ON VINYL SIDING OR EPS WITH.OR WITHOUT METAL'STUDS'CONSULT THIS ENGINEER.FOR 14 ,2' 95 75 6.5 4.5 - - 14 12 10, 9- 8 7S 5.5 4. 14 12 f0 9 8 6 4.5 3.5 •INSTALLATION INTO'dF5 WITH METAL STUDS'SEE'.SHEET,28A. " _ 14 12 10 9 8 93 5 3.5 " 14'. 12 to'. 9 17.515.5 3 14 12 10. 8.5 .T 5.5 4 •3 14 12 ''B 6.5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTM Z-90) 14 X12:10 '9 B I'6,` - - 14' 12 -10 9'e• 6.5 L 5 .75-14- 12;f0 8.5 9 5 4 - 1/4"0 TAPCON WITH ADVANCE'THRFADFORM TECHNOLOGY'ANCHORS„AS'MANUFACTURED BY I.T.W.'BUILDEX: 14 12. 8 6S 5S 3 - 14 12 10 -9 8 65 45 3.5 14 12 10 8 _7' S J s '3 - 1/4"0_x 3/4''ALL,POINTS SOLID-SET ANCHORS,AS DISTRIBUTE BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. 7,-O". _ _ -- - ._ - -- - - - - - 14 12 10 9 75 5.5 4 3• I - 1/4"0 BINE TAP CONCRETE ANCHORS W/CAP AS WNUFACTURW BY FLORIDA FASTENERS'DIRECT,INC. 74 12 10 'e 6.5 4. . 14 12 .9 i 75 6 45 3S '-, 14:10.5 7 55.4.5 35 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL P0117T5'SCBEW,BOLT&SPECIALTY 14'. 12 110 85:7 4 .14 12 f0 9c 7.5 5S -4 - 14, 12 19 7,,7.5 4.5 - 'COMPANY'.OR ANY'OTHER APPROVE LICENSE-OR,AUTHORIZED'VENDORS REGISTERED,WITH THE AMERICAN;SHUTTER;SYSTEMS.ASSOCIATION,INC. 14. 11 '7 5545.'- - 14 12 '10 9 7.5 5.5 4- -' 14 12' 9 X7,•6 4.5 3 ,- 14- 12 10 8 65. 5-3.5 - NOTES:' 8'-0' 14' 12 85 7 5.5 3• - - 14' l2 B-6S 55 4 3' - 12.5 95 6 5. 4 3 - - ,8.1)MINIMUM.EMBEDMENT M TO CONCRETE:BLOCK.OF BLUE TAP W/CAP,ANCHORS AND.TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14: 12 95.7.5'a It - - 14' 12 9.5 a±�6.5 5 - 94' 12 ,0 6• 6.5 4 - - ADVANCED THREADFORN TECHNOLOGY ANCHORS IS 1". 13: 9.519.5 5 3.5 - - 14 12 10' B 6.5 5 1- - 14 12 '9 6.5 5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL'POINTS SOLID-SEr ANCHORS.SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO _ _ _ _ _ _ _ - _ - 14- 12.85 7' 5.5 4 - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 7/4"'0-20,SS.,MACHINE SCREW USED SHALL BE 7 1/2"LONG MINIMUM SHOULD STUCCO 5'-0. 14 11.517.-51 6 4' - - - 14 11 7 5.5 •5 3S - - 11 8, 5.5 4.513.51- - - 14 12 B'. '.6.5.45 - 14 12� 8.5 7 'S.5 4. - - .14 10.5 7 5.5 B 4.5 - - EXIST„AND i'MINIMUM FOR WALLS WITH NO STUCCO. 71.5 e5 5.5 4 - - - - 14 .12' 9 7: I6 as -. 14' 41 7 5.5 4.5 JS - - B.3)IN.CASE THAT PRECAST-STONE.PRECAST CONCRETE PANELS,PAVERS'OR ANY VENEER BE'FOUND.ON THE EXISTING WALL OR FLOOR, _. _ _ _ _ _ _ _ _ - _ _ 14 12 8- 6, 5 4 - - .ANCHORS SHALL BE LONG.ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATE ON 10"`-0" 14 10.57' 5 JS - - - 13 95 6S 5. '4 3 - - 10 75 5- 4 7 - - - NOTFS 8.1):&;B.2)ABOVE.FOR jINSTALLARONS ON VINYL SIDING.OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS'.ENGINEER. 14, 11 7.5 5.5 - - 14 11.5.9 :6- -.5 4! - -� 2.5 9.5 6 5: 4 4 - - FOR.INSTALLATION INTO EPS WITH METAL STUDS SEE.SHEEr,28A. ' 10.5 8 ;5 14' 12 8,;6.5 5.5 4' 13 10 6.5 5� 4 3 - - - - - - - 14 10.5 7 5.5.4.513.51_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF SHE RECOMMENDATIONS AND.SPECIRCATIONS OF THE ANCHOR'S MANUFACTURER. 25 9S 5 - - - 12 9 6 4.5 '4 3, - 9 7 45 3S .7 - 14 f0 7 - - 14 I0.5 7 6.5 4.5 - 1.5 8S 55 65 3.75 - - (D) 'SEE SCHEDULE B(lOW FOR'EDGE DISTANCE(E.D.)VERSUS'SPA NG RElATI0N5HIF FORANCHORS. 9.5 -7^4.5 - •- -114:111.517.51B .5 - •-- - 12 '9 8 45 '4 - - _ _ _ _ _ - - - - - - 13 10 6.5 5' 4 - EDGE DISTANCE HERS S SPACING "FOR ANCHORS; 12*-D"115 8.514.51- - - - - 11. a 55 .4 3.5 r - - 8 6 4 -3- - - - - MAXIMUM ANCHOR:SPACINGS ARE'VALID'FOR,EDGE,DISTANCES_INDICATE BELOW.FOR E D:LESS THAN:TINE INDICATE,REDUCE 135 9.5 6 - - - - - 13" 9.5 6.5. 5 '4 - - - 10.5 B 5 .4, - - - - ANCHOR'SPACING BY MULTIPLYING SPACING'SHOWN ON:SCHEDULE BY THE FOLLOWING FACTORS. 9'6.5: - -- .- - - - 14 10.5 7 5.5 4.5 - 11 8.5 5.5.4.5 3S - REDUCED SPACING OBTAINED USING:FACTOR SHALL NOT'.BE.LESS THAN MINIMUM SPACING'INDICATED FOR,EACH ANCHOR TYPE - ,_ ,_ - _ _ '- _ _ _ -, 12"9 '6.'4.5 4 - - .'. FACTOR - - ACTUAL' - 105 & to 75 5 4 3 - - 7.5 55 4' 3 E_ APCON W/ THREADF0 ALL POINT"SOLID SEC BLUE TAP W CAP AOYM7CII); -RM TAPPER+• 125 8.5 - - 12 9 6' 4.5 4 - - 9.5 7 5 4 - - MIN.SPACING - MIN.SPACING e 6 - - - - t3. s5 es ,5 - 0.5 7.5 5 4 - - 1' HV.BLADETOR' DICTANCE _ ,1 8.5 SS 4.5 - E.D. '.3' 4" MIN.SPACING 3'1/2" MIN.SPACING=3' 3 3/4 4" 14•_D, - - - - - - - - - - - - - - - - 1 HV BLADE. W'. Poco CN TE EN RREOTCEK& POURED C N REETTE& t0 7.5 - - - - - - :9 7 4.5 JS - - - 7 :5 3.5 3 - .POl1T3D1E WNOE7E.BOOE POLV671 TDNI7ETE WAC!&@ ENDO( 115 B - - 11 8.5.5 4.S - - 9 6.5 45 - - - - 1 HV WINDOW MEL F11:`J 1/Y ,MN ED:=2 1/2' Ao1 FD.-3 1 µTL Ep,.}' MN.E0.=J 1/2; WV.E0.=2 1/Y 7.5 - - - - - - - ,2 9 .6 - - - - 9.5 7 4.5 - - - - - BLADE 'WORKING 3' 0.90 1.0 0.78 1.0 0:B4 1.0 15'-0 _ - 105 8 s - - _ - _ 2.1/Y 0:81 1:0 - - 0.67 1:0 g. _ _ _ _ _ - BS 65 4• - - - 655 3' _ _ _ _ ,IN_ UNISON * -' - 10 - - 10.5 8 :s - - as 6 41!t- - - - - 2' 0.71' - - - - 0.51 - 7 11.5 8.5 5.5: - - 9. 6.5 4.5 -- '- - 1 1- 1.3/4� a(<TfO 91, _ _ _ 0.43 - 10 7.11 5 1- I- - I- - - _ - g 4. - 8 4.5 7,: - - - jl'1/21 9.35 95 - - - - - - - 9S 7 s J - - - - - e. 6 4 - - r - - FLORIDA BUILDING CODE(High. Velocity Hurricone Zone) " ,411�_�\P ,-;1.... ®2017'TILTECO,',INC.(ENGINEERING) -- ©2017 EASTERN METAL SUPPLY,INC. `k / BERTHA HVTM ` NA 447 '7 I L E:C;O,N�. �'' Accordion Shutter System AS SLA. y. ' .V.BLADE'��1 W/`OR.WfO H.V.WINDOW BLADE&H.V.ULADE, TILUT TESTING & ENGINEERING'COMPANY American Shutter Systems-. REV.Na OESCRIPnOH DATE DRAVIN BY. L.C. • Association, Ind. r OWL 15-079 07/25/17 DATE: 07/26/17 6355'N.W 36tR it.Ste 305 VIRGINIA GMNOWS,MRIDA 331fi Phan :.(305)071-1530 Fax':(305)B71-1531 4266 West Roads OfiVe' ' ;2 9- 011:Wt-000I.com West Palm Beach, FL 33407 .3 DRAWING'N6• :EB-x006719' Phone: (800)432-2204 . Fox:'(581)209-8380 4 1 7-102 WALTER A'TILLB Jr:P.E. P.E ST3d�51sNATtxRE%DATE' FLORIDA Ua:,1q 44167 5 SHEET; 6 14 OF'28 .T MAXIMUM ANCHORS SPACING_(in.)SCHEDULE fOR A GIVEN%MAX H.ITTRR' PAN ASD' RESIGN NEGATRT LOAD AND"A CORRESPONDWG MO h h TYPE fOR CONCRETE INSF I I AMN • ,(SEE 4GUNTINDS'1,J.R'di.'L ON,SHEgr 7)' POURED CONCRETE_-. _ ANCHORS SPACING LEGEND: 1 WALK OVER k 11 1RENCH ',OJ RAINGUARD,-MOUNTING QWALL/FLOOR;MOUNTING ©W4,/WALK;OVER',MOUNTING , ILSPAN, • SPAR; :-- TAPCGN WITH„ADVANCED 1(8), AS.D.DESIGN NEGA7NE,LOAD(psQ,. A.SD.DESIGN,NEGATNE,LOAD!(peQ: ;A.S.D.DESIGN'NECATIVE;�LOAD,(psO ,AS.D.DESIGN�NEGA71VEWAD•(psf) ` -*'" -.. , `THREADFORM:TECHNOLOGY, .•30 40."'60' 75 �90�1Z0 160 205 30 '40i 60 75 90 120 160 205 30 40 60'75: 90 120 160 ZDS 30 40 60 ,75 90 120 160 205 _ 74 12'10 9 �el 'e 6' �8 12 12'12' 12 12. 15'85 6S 7� J77 :7 �7 7 7.5.5 5':-5. 5 5• 'S 5:1.5 s _ ALL;POINTS SGUG=SET' ., • 3'-0' 14 12 10, 9 '8 -8 6 '6 12 12 12 12'12 12 95 7 7 .7 .7 :7 7 �7. 5, S 5, 5 5. 5 51, BLUE.TAPS ,ft IE55 14 12 10 9. -8' B 61 6 12r 12 12 12 0.5 '8 6' 4.5. 7 1 T 7 7'. r ss. sr s s• 5,. 5 s -s s; TAPPER+ r ' 14 12,10 9 8, B B. 8 12 '121.12'. 12 12 10' 7.5: 6 7 : 17' 7 7:` 7':'7. 5' S. S'. 5, 5 5' ,.5 5, - - -' 14'. 12�10'. 9 8. 8 6 B 12 12 /2� 12' 15 8.5 fi.S.'S 7• '7- 7. 7. 55. '4 5' 5 S'� 5r 5 5" 5 4" "4'-0' 14 12+10. 9.. 8 B. '8.' 8 12 /2.12 12 12 9.9 7'5.5 7' 7 7-. 7," 7 7. 5 5 5 ,S'' S 5. 'S 5' 14 12. 10 9: -S 8 6' 6 12 12 12 9.5. •8 6 45 3S 7� 7: .7 7.6.5 5' Sr 5 5 5 5 S' S S'. ' 14 12 10. 9 B: S 6.� 6 12 12 12 12 10.7.5 5.5 4 7' '7" 7 7' 7 5S- S; 5 5' S 5 5.' S 5 14"12 10_ 9,•„8 8 6. 6 12'12:12'. 11 9 7 5 4 7 7 �7 55, 4 3 5.' 5 5 5 5 5,i-4 J'.14.12 10' 9 :8 'B 6j 6 12 12'121 12 10. 75 S.S 4. 7 7 7 7 ';7 7., 5 .5 9 5. 5' 5. ,5 5' 14 ,12 10'. 9:. 8 8 W 16 12 12' 95 75 '6 4S 3.5 7':7 7- 7. 7 7' ;.5 35 5 ':5• 5 4 14 12 10' 9' 'e 8 �6' 6 12 12 12 95 ,8 6 45 -:17 7 7 77 7 7 55 4 5 5 S' 5. 5 5-1 5 4 * SEE ANCHOR. 14: 12. f0 91 8 B 6, e. 12. 12 1.5 9, 7.5.55 4 J 7' 7 7 7 7. 4.5 3.5 -• 5 .5 5,; 5 5 45 3.5 - SPECIFICATIONS 14- 12 '10. B. B 8 :6,. 6 12 .12' 12, 10 B B' 4.5.3.5 7 •7 7 '7 ,7 7,.7- 7. 'S 5 '5 ,5 5- 5 5 5 •6,-D• 14 12 f0' B, B '8' 6y '8 12.12. 8. B', 5 {.;.3- - 7 7. 7•- 7 7 55 '4' - b ''S S. ,5 5' S 4 3: ON;SHEET"14' - 14 8' 6.'.6 12 .12 10 ;8 85 5 .75 7- 7 7 7• .7 S' 4.5 5 'S �S-. 5 S'r 5 4-5 - 14 12 f0 Bi. S 8' 6,:'6 12. 12'"10 '8, 65 5 35 - •7 7, 7 6.5 55 4. - 5 5 5'. 5 5 4 3 - - - - '7,-0• 14''12 10 9 B 8 6. 6 12 12 72 8.5 7 5 4 3. 7 7 7' 7 7 7' 7 B 5. 5 S. 5 5: 9 14 '12 10' 9: B 8 6 6 12 10 eS' 5' t.5 3 -' - 7 •7 7': 7 85 S, '3 - S. s 5 5 5`, 5 3.5 7.3 i, - _.. 14 12. 10I 9; :8 8 6, 6 12 12 B5 7 55 4 -.• 7 17 7 7. •� '.5 - 's s s. s sl, s `{. - Q VALID,,ONLY LFOR,:UP M,+70,_-,75 _ L4_a2 10 s:' a 8' •fi az 12 IL5 '7 55 4: 3 -. .7 7' 7 5s 4.5' 3: - - 5 s .5. s 4.s Js - - PSF"AS.D. DESIGN.PRESSURE. 14 12 10' 9; 8 B e. 12 12 0.5 75':6 45'3S 7 7 7 7 7 7' '7.. 4 'S 5 5...5 5- 5 5 5:' CRATING.&FOR SPANS PER - - - 14,1. 10 91-.8. 8, 6'� - 12 9 6 45. 4 3 - - 7 �7 7''7 5 S. 4,_ - - .5' 5. S �.5 5 4 J '- - - ..SCHEDULE 44, SHEET 12 12 10 'B. 8 B...6.. 12.11 75 6 5 75 - .7 7"'7.7,5 6 45 S '5 5 5 I 4.5 - - 14 12 10 '9, '8 8 - 12 1.5 7.5 6' 5 35 7 7 6,5' 5 4• 5 5 5' 5 3 - --' - - - • _, 9,_0•. 14 12 10 9 S 8:', --12 12' 9,5 6.5.55 4 3 - '7 -7. 7 '7 7' 7' 6 3' 5 5 5 5 5 5: -5• - " 14 12 10' 9 8 B'.' - O5 B 5' 4, 3S -7' 7'. 7 '6 5 35 5 5 5 'S 4 3'- - - 1{ 12' 101 9: B 8' - .12'f0' 6ZIS 45 - 7 .7 7 65 55' - 5 5' S 'S 4 14 12 10 9, 8 S - 12 OS 7 SS 45 3.5 - 7 7 5S 45 3.5 .- 5 5' 5 45.3.3 - 10'-O"14 12• 10•,9+ 8 8,. - - 12 11'85 6 5 35 - - 7 7 :7.. '7 .7-'7 4.5 5 5 S 5,.-9 5 5...4.5 14 12' 10 >9 B B: - 9.5 7 4.5;3.5 J' - 7 7. :7_.5.5 4.5' - - - •5 5', 5 S'..45 J.5 -• - 14 12 10 '9,..8 8,. 12 �9 ,6 5 '4 - 7 7 :7 -6 ..5 3 .5 5..45. 5 _ _ _ - - 14 12 10 B 6 8 1285 .6 5 { 'J "7 1 7 IS 4. 3: - - 5 5. S 4 13.5d- I_ - 1)'-0"14 12' 10 9• 8 11 - 12 10 7' 5.5 4.5 35 7 7 7 7 7 .7 3S S 5 S 5 5 14 12' 10, 9' 8 8 - BS 8.54 JS 3 7 7 6 'S 4 - - - 'S 14. 12 10 8,1 S 1 B" 11 8 5.5-1 4 _ .7 7-17,7 SS 4.5 - - - 5 5, 5 5 4.8 • B LADE • �0 N LY 14 12: 10 '9 B 1S 85 5 5 45 JS 7 7- 45 3.5 - S 5 45 3.5 3 ! 12•-0' 14-72, 10 9 6 - - - 12 9.5 65 5 4 3 - 7 7 17 7 7 6 J -i-:5 5 5 5 5 45:3.5 1 14 12f0. 9 B - 8 6 4- J 7 7' SS 4S 35 - 5 5' S 45, 4 3. 14 12 f0 9.. 8 - - 10 7.5 5 '4 - - - 7. 7 1 6 St - S. 5 5 5.'4 - 14: 12 10 9, 80.5 8 5. 4 13S - 7 6.5 4.5.3.5' 5,. 5 4,5 3.5 3 12. .10,.9 B - - 158.5 �B' 4.5 3.5' 3 - -• -.7.- 7', 7. 7 '7, 45 - - '5- 5 5 S 5' 5� 4.5 35 74;''121019 8 _ .7-SS 3.5 :'3 _. _ - ..7 '7 .5..'4 3.. - S' S ,S r{-: J _ - 14 12' 10 1 9 8 9 7 43 3.751 7' 55 45 - 5 5• S 4.5 41- L4_ -14 12 10" 9 - - - - 10 7.57.5r 4'13 - 7 6' 4 3 - - _ 5 L5 4 13. - - i'4'-O"14'. 12 10• B - - - 0.5 a 55, 4 35 - - 7 7' 7 .7 ,7 •4 - - 5 5. ,5 5'. 5 5' .+: J - - , 14. 121 10..9 - - - - 85 5• J'; - - - - 7 '7' 'S 3.5 - - - - 51. ,5 '5 4. - - - - 14. 12' 1O. 9 - 8S 6.5' 4,, - 7. 7'.:5 4'. - 5: 5 5 '4. 14 12 10 - - - - B -7•45 3.5 3' 7.5S 35 - 5 5 2-5- 15 5 3 1 14 12 10 - - - - 10' 7.5 5 4 3 - .7 .7 7 7,.,'1.7' 3S - 5 5 S 5 5 5', 4 'J 15(-0"14 12 10 '.e 4.s- 3, - 7 7 45 3'1 - 5 .5 4.5 3.5 - 14' 12. 10 - - - - - '6 6�= 4 - - - .7.. 7 'S - - 5,' S S. 4. - - - - - 14:' 12 10 - - 8.5 6.5 4"3.5 -.. 7 5.5,1&5 = 5.:'-5-3S 14, 12 10 7'•4.5 3.5 J - - 7 7--7 7 6 3 - S1 5 5 'S 'S 4S 3.5 16'-0"14' 12• 70 4.5 3• - 7 6S 4 5- 5 ' 14' 12, 10 - - - - - 7.5 55 P.7bI- - - - 7 -7' -. 514-91- _ - - • FLORIDA 'BUILDING CODE', High Velocity.Hurricone Zone �60 :;. ©2017;71LT=INC.•(ENGINEERING): "•� -©:2017 FASTERN'MEfAC SUPPLY;,INC: .0 .� R Vim+ BERTHA H IL IEC O, S S' A Accordion,Shutter System> C I,MC_ ■.. ■ ■ ■ V BIAD 1 W/OR.W/ .,WINDOW BLADE''&IH.V.BLADE: q Aferican:-ShuHer'Sys#ems. REV.Ne E�OESCRIP110N a V GATE.DRAWN SY: LC: I TILLIT TESTING &.'ENGINEERING';COMPANY,. H. �yy��••���� •` ' Associctlon IDc. a OLD 15-079 07/26/17 DATE' '2_26/17 , 47'1 • J�.\\: 6355 N.W.3:,( M.5)7 303,:VIR000A,GIRDDIS.11bFU0A 33I6i - _ Phone: 305671 1530'.Faz 4268 Wast Roads-D334 (. ) (J0s)971-ts91, - 2 DRAWING',No - - _ �•.Vg1V• �. e-moil:t'lleco®aol.com: West Polm 8e0ch,'FL 33407 1j L� L •.....-•'. �,,.-11) EB-0006719 Phone:',(800)432-2204. Fax: (561)209-8380' 4' T^iOZ WALTER A•TILLIT-J4 P.E. RffDATE "FLORIDA U..#_44167 _ .5. SHEET -_ ' - ' 6 15 OF 28 ' . � � :111, „•:� :�. •::, '/�. � „• .1. 11' e: ,,,. :il a .7: •1 f£,il 6lmmaam00®®m0O®aa m®00am®®OaOaa®©90OmmaOm�O®mmOam�ii ,. ,. ®mma00a0®mmiJ[�D�Ommm00�0®OO�I�O�®�mmL0�0���mmm000�[� ®mm000a0®mmaa0aa®mQ70a00®aaaaaaa�®mmaOOa®®m�aaaa� ®r�mma®®osa mmmammoA mmmom®®o vasa®mr�a®mmam®a®®mmam®vo ® aamoo®mmaam©Ammmoam©eooaoomm®mmmanmAommmaoma® .. ®mmmmaa0a®®mmaOODO m®m0000®000000®m 0mmaa0a®®mm0aaa0 ®mama0®®0mama®®0[D®a®ORGi®O aaamam0®®mama®®®®mOma®®� • ®m�aOOAii 6lmmaaaOO m®����®®000000®®®m�aaOAO®m0aaa0Ci ®mmaaooeammmoamaam®maam®eaaaaammammmaaaAa�ummoomAo ®m®ma®aa�smu�mv©oaam®®naeveoomoaaoom®monoAom®mm©aoo ' asmmaaa®®mmmnaoaAmmmaa®aaoaaaoam®®mmm®oaa0mmav©Asa ®mma®aooa•mmAa®Aam®monnaeaoaaaam®®mmaaaaa®mmaa®A® �mn®o®mommy®moo®®®®mon®®�onoom®n0mmomv®�ommo®oma®o ®mm®ao®a®mm®®®®aa�mm®®000aam®aoo®mm®®a®®amm®®®®®® ®mmaAoaAmmmmmvaAa�aea®aasooaama®oammmaAAaa®mmm®Aar .- mmaa®aoesmmavaaAar ®®®aaaeomao®®v®mm©AaaAammavooa® . mm®AAoa®ate©®AAAA1171111171a� a®Aao®m®®sea®m®Aaoaa®�omoAa® ®m©aoaao mmamaAoo enarar�e�aas aoam®®®®mm®oAAaa mmomaAo® voaAAAoaao®omaaar�®e�aaaoaao®oa®ooaoaaoAAaOo®oAAAo . ®aaaoAo®maaoaaao�ar:•e�aaaaaaaa®aoo®m®oaooa�ma®AAo� ' ®maAaAAo®mmaAaao�naess��aaaaaamaaasa®®maaAaAam®moaAo® ®oAAaaa®maoAOAAar:�r�naaaaaoaav®®o®m�AOAoaomaoAoaa® . ®m®aOAoammmaaaoareene•��aaaaaammma®®mmaoaAAamomaAAao mmaAOAAaam®Aa®oAenene�aaaa®oa®®maaammaAAAAomm®00000 m®AaoAa®®ma®aAAaaaaaa®mmao®os9om®AAaaoa®maAaoAo mmaAooa®mm®Aa®Aa;n�c�Aaaaaa ams®moe�eo mmaoAAAa mma®aoa0 1'�mOa0Aa0®m®aa®aa�n�r-•aaaas Haase®®o mmaoAaaa mm®aaaAo ®0000000®®0a0a0O nr.�aaaaaa 0®00000®D®000000®®000000 ®E�000000�i00a0000�0aaaaas a®�®0000�®000000�000O00A �a000000®maAAAAa®Maaaaa®aam®®0®®®a00®000® 00000® ®®Aao®aam©ooaoAAaoa®aaaamao®®Aa®maaoAa®ov®Avo®oo omaoo®a®amoAa®Aar�e�aaaaasamm®®®ova®AOAAaoamAooAoo 5m®Aaoaa®moaoa®Ao;ec�naaaaaeaa®no®®omoaaoAAAmaAAAAa® naaaAa®®aa®®®®o®rte®eases®a®o®®®®00000®®A®moAAAaA� _ : gym • ° : ' ® iuvaAAoa®0000000®a®0008®®aa®®aAe•ooAAAOAAAvaAAAooA fL10a0000O 00000000 Q7es®SS®®am©®0000 X0000000 0000000 � �• : � ! ®Aa®a®oom0000®OO�iaa®aaa®m®ao®®o®®aAOAAAAvo®aAAAo ®a®0000®rm mom • • �0®0000E���®00® �OSSSS00 0®�®OO®��000AO0O X00®®®®® : Q BERTHA,HV-w / rrq , 1 Arcordi-on Shutter System Systems,American Shutter [OM4268 Wdst-Roads�D&e � Asscielaflon, Inc. ® � each.,FL 33407 -0006719, Phorie: (800)432-2204. Fax: (561)209-8380 17-t02 ®®® MAXIMUM ANCHOR' SPACING (in) SCHEDULE FOR` A GIVEN MAX.. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON.SHEETS 18 & 19) SOUTHERN PINE No. 2 Wf MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR Wf MIN. G=0.50 W/ MIN. G=0:43 W/ MIN. G=0.36 PLYWOOD MAXIMUM CEILING MOUNT T WALL MOUNTINGS SPAN CEILING MOUNT"T WALL CEILING MOUNT T MOUNTINGS' (ft) WALL MOUNTINGS MOUNTINGS WALL M, N, 0 & R FLOOR MOUNTINGS M, N,; O & R FLOOR MOUNTINGS' M, N; 0 &. R FLOOR MOUNTINGS P & Q W & X W & X W &.X' 5.0.NEGATIVE DESIGN'LOAD(Psf 'SA.NEGATIVE DESIGN LOAD.Omf .D.NEGATIVE DESIGN LOAD(pet S.D.NEGATIVE DESIGN LOAD(psf ASA.NEGATIVE DESIGN LOAD(Pef S.O.NEGATIVE,DESIGN LORD(psf S.D.NEGATIVE'DESIGN LOAD{pet A.30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60' 75 90 105 30 40 60 75 90 105 -0 OR LESS 12110 1101 9 8 8 6 6 6 6 6, 5 12 10 10 9 ,8 8 6 6 '6 6 5 4 12 10 10 9 S' '8 6 6 6' 4.5 4 3, 6 5 4 '4 4 3 4'-0" 12 10 10 9 .S 8 6 6 6 5 4.5 4 12 10, 10 9 8 8 6 6 5.514.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 M2*5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6, 5.5 3.5 3 6 5 4 4 4 3, W-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12. 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 6 '5; 4 4 3.5 - T-p" 12 TO 10 9 6.5 4 6 5l5 ,4 3 2.5 2 72 10 10 9 4.5 3 6 5 3 2.5 2 - 12 TO 10 `7 3 5 4 2S 2 6 5 4. 4 - 8'-0" 12' 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10. 10 5.5 3 - 5.5 4 2.5 2 2 - 12. 10 10 4 - - 4.5 3 2 - 6 5 4 - - 9'-0" 12 10 10 5 ff4:5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5' 2 - - 12 10 4 2.5 - - 4 3 2 - 6 5 3.5 - - 10'--0" 12 10 7.5 4 4 2.5.2 - - 12 10 5.5 3' - - 4.5 3 2 - - 12 10 T, - - - 3.52.5 - - 6 5 - 11'-0" 12 10 5.5 - T5 2 - - 12 10 4 - - - 4 3 2 - - 12 10 - - - - 3 2.5 - - 6 5 -12'-0" 12 10 4.5 - 3 2 - - 12 10 3 - - - 3.5 2.5 - - - 12 10 - - - - 3 2 - 6 513'-0" 12 10 - - 3 - - 12 10 - - - - 3.52.5 - - 12 7 - - - 2.514'-0"- 12 '10 - - 3 - - 12 7 - - - 3 2 - - 12 5 - - - 2.5 2 - - - 6 315'-0 12 - - - - - - 12 - - - - - .3 1.52 - - - - - 6 •1•'NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES t.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'4 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT-W.BUILDIX � H V CB LA D E G R � HV BLADE W,/ W/'MINIMUM THREADED PENETRATION AS,INDICATED AT EACH SECTION ON,SHEETS 18&19.EX&PNON: SEE NOTE 2 BROW. 1A HV WINDOW BLADE WORKING IN UNISON * 2.ANCHORS TO HOLLOW CEILING SNAL.BE AS PER MOUNONG TYPE U,SHEET 19'AND SHALL CONSIST OF LAG SCREWS AS PER N.O.S.2015 SPECIFICATIONS. ' -3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE LIMITATIONS OF USE.OF -SOUTHERN-PINE No.2 W/G=0.55,(N.O.S) BLADE IA ON SHEET 28 -DOUCLAS FIR W/G=0.50(N.D.S.) -SPRUCE PINE.FIR NORTH W/G=0.43(14-031 -SPRUCE PINE FIR SOUTH Wf G=0.36(N.D.S1 -MIN.1/2 COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. !/1/ //ori _ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) t� 2017 OLTECO,INC.(ENGINEERING) /' �� •. �.p 02017 EASTERIJ MEFAL.SUPPLY, INC. cENSi%'14, BERTHA HVTm c oit E C Ca �w�. Accordion Shutter System .4476 V.BCAOE1'W/OR W/O H.V.1YINDOW BLADE k H.V.BLADE TESTING & ENGINEERING COMPANY Aniedcan Shutter Systems REV.No DESCRIPTIOW DATE DRAWN 6r: L.C. TILUT j�[•� 1 N.W.TES IN SW}O5•Y�RSBNA RAR004.FLaRaA 3}te Association, Inc. 1 OLD 15-079 07/26/17 DATE 07/26/17 eTI Z Gj /'prf t 4266 West Roods Drive 2 1/^Lplr•,. L- ,A4 ,Phony:(305)871-1530 Fay:(305)871-15J1 West Palm Beach,FL 33407 } DRAWING No ••.,•VV•�A.. `V { e-moiti tlltaoo0aol,eam :, sr •• \B�it1 EB-o0D67is Phone: (800)432-2204 . Fax: (551)209-8380' 4 17-102 ' WALTER A TILLT Jr.P.E. P.E•:''S ,_(�GIATLIR�fUATE FLORIDA Ua.0 44167 6' ISH d 28 MAXIMUM .ANCHOR+ SPACING (in.) SCHEDULE fOR A GIVEN MAX. SHUTTER SPAN NEGATIVE ASD! DESIGN PRESSURE 'RATING AND' A CORRESPONDING 'MOUNTING TYPE (SEE MOUNTINGS'ON SHEET 19.) LJ B _c_3 T"' F:;;� +.NOTES ON ANCHORS REQUIREMENTS>WOOD' SUBSTRATES, SOUTHERN PINE No.' SPRUCE PINE SPRUCE PINE 1.ANCHORS'TO WALL,FLOOR OR SOLID Y106D;SOFFIT SHkLL'BE AS FOLLOWS;- 2. W/.MIN, G 0:55, FIR !NORTH'• .FIR SOUTH - 1%4'0 TAPCON WITH:ADVANCED.THREADFORM TECHNOLOGY,ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER DOUGLAS' FIR W/ I W MIN. G-O:43 W/MINIMUM THREADED'PENETRATION AS INDICATED'AT EACH SECTION ON SHEETS.18'&"19. MAXIMUM MIN. G=Q 50 = W/ MIN. G=0;36 EXCEPTION:SEE NOTE.2 BELOW: SPAN, B:Oi,WALL MOUNTINGS, 8.0. WALL MOUNTINGS 8.0,WALL'MOUNTINGS 2:.ANCHORSJO HOLLOW CEIUNG:SHALL.BE AS PER MOUNTING TYPE U,SHEET 19 AND SHALL CONSIST OF eft) LAG SCREWS AS'PER NDS+2015 SPECIFICATIONS:, S&.V S S &V ,3:SUBSTRATESHALL CONSIST'OF THE FOLLOWING: AS.O NEGATNE.1)ESIGN,LOAD .(ps, S.D.NEGATIVE DESIGN LOAD(ps1 A.S.O.NEGATNE DESIGN LOAD(psf ' =SOUTHERN PINE'Na:2 W/G=0.55(N_D:S)• 30 40 60'116 1 90 105 30 40 '60 1 75 90 1105 30 `4060 75 90 105 ODucLAs FIR w/c=oso(Was.) 3'-Or'OR;LESS 12 12 12 ;12 12' 12 12 12';12•,12 12; .12 12' 12 1Z 12, 42, 12` SPRUCE PINE nR NORTH•,W/G=0.43:l(N.D.S.) .'.SPRUCE PINE.FIR SOUTH;W/6=0.36 - 4'-0" 12 12,12,17 12 .12 12l 12 12 12', 12 12 12' 12:.12 12 112 12 -MIN.,'1/2'CDx PLYWOCO.(19B6.OA) 5'-0" 12 12 .12 12 12' 12 12 12 12 12• 12. 12 12 12 12 12 1.5 10" 4:ANCHORS;SHALC.SE INSTALLED FOLLOWING ALL;OF THE.RECOMMENDATIONS AND,SPECIFICATIONS OF THE 6,'-0" 12 12 12' 121 121 12 T2 1Z'12 12, 12 12 92; 12 12 1.5 9.5 •8 ANCHOR:s,MANUFACTURER: •T-0" 12.12'12'12' 12,12, .12 12 12 12 12 10 12 12!12' 10 8 .8' 8'-0" 12 12 1.12 12;'12' 12 12 12, 12 12 0.5 9 12 12 '11'8.5. 7 7 l9'-0" 12' ,12 112.-112 12':10.5 12 12 12 '11 �9. 8' 12, 12,9'.5 7.5 6.5 '6 1:0:-0 12 12,12 .12' `t b19145112,'12'. 12; 10 :6+ T 12 '12 8.5 7 16' .5 5 11'-0' 12 12 12 12 10' 8:512. 12 '1:5 9 7.5 6.5 12 p2 8 6 5 5 12'-0" 12 t,l 1:5 9.5 8 12 12 0:5 '8 7 6, 12 11 7 '6 .5 4.5 ''13'-0" , 12, 10. 8:5 7.5 T2 12 9.5 2.5 6 5:5. 12 10 6;5 5; 4:5 4. 14'=0 12 9.5 8 6, 12. '12 9 7 6 4.5 1" 9.5 6. 5' -�4 3:5 I 15'-0" 12 12 11 . 9 7.5 '5' 12 12 ,13 6.5 5.5 3.5 1'.5 8:5- '6 4.5 4f 3' 16'-0" 112:112 1 U8:5 16.5 1.4 p`1.512 :8. 6 4.5 ,3' 11 18. 6.514 1 3' Q HV BLADE ONLY I I R FLORIDA, BUILDING. CODE',High Velbcity Hurricane+Zone < tI�YV�. _:��� ®20f 7'TILTECO uNc.(ENGINEERING) ! '©2017 EASTERN METAL,SUPPLY,INC. - -- u� s� �P: BERTHA HVim e .. S !S A Accordion Shutter System. LL E C O �N�: . - .V:;BLADE'#1 W/OR!W'/0 H.V.WINDOW'_BLADE& N.16 ADE @ 1 - * TILLIT TESTING & ENGINEERING COMPANY American. Shutter Syst®ms REYJ10 DEscRIPnsH DATE DRAWN Bra Lc l' 8355 NX:36th.St SW.305 VIRGINIA WROENS noaw 431e Assoclgfion,. 'Inc. I OLD 15=079' 07/26/17 DATE 07/26/17 Phone:(305)871 1530 F x.(305)871-1571 4268 West Roods Dave DRAWING;No' 2 �RIp�1,•`(�, t� a-inpl 1lleeomml eom West!Polm Boeeh FL 33407 EB'ODD6719' �Phone:,'(800)432=2204 . Foxo-"(561)209=8380• - 4• -•. 17-102 ,YlALTER TOUT Jr:!P.E. B9, AURCFLORIDAFORIDic4 157 SHEET% •6 17 -.OF 28. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & i HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN' PRESSURE RATING SEE SHEET 28FOR MAX SPAN & 1/4'0 TAPCON WITH ADVANCED A.S.D. DESIGN' PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & (14 WORKING IN UNISON t=' THREAOFORM TECHNOLOGY_ 1/4"O TAPCON WITH ADVANCED, 1. 1/2"Min.PENETRATION - OF THREADED AREA TO / THREADFORM TECHNOLOGY W/ 1 1/2"Min. PENETRATION 1 EXISTING WOOD HEADER. E III III 1 OR�• (SEE SCHEDULEON SHEET 16) OF THREADED AREA TO I MN.SEPARATOR EXISTING WE HEARER. TO�(SEE I' (SEE SCHEDULE ON SHEET 16) - I SCHEDULE ON SHPT I I SHEET 12 OR 1® 1,2 FOR tanDE 1 AND I 1]OR 18• Ilia 1/4"0-20x3/4"S.S. MACHINE SCREWS EXISTING I r� I W/ 1/4"-20 NUTS,® 12"O.C. GVSS--I �'Y / t I II 1 nom. I 1 ORQ I WALL FlNISH i. FlN� I u�o / \1 I FTIONAL J- oa r / L-�D 1® EXISTING MIN. +�-L;,y WALL I I x FINISH 2"x4"WOOD. ♦ STING IN. I ry HEADER REQUIRED I 1 OR® n EXIM I I B 2'x4"WOOD I I w ,?:1� 1/4"0 TAPCON WITH ADVANCED EXISTING MN,SEpARpTIOtC I'I I HEADER REQUIRED I ) - TH 1�1/2MMin� LOGY'PENETRATION, GLlS TD GLASS(SEE 1 I p' MIN.SEPARATION III I I ' 1 OF THREADED AREA SCHEDULE MA SHEEP 2"x4'CONT.SILL ! ; TO GLASS PLATE:REQ'0. I MIDWIMHI OF WOOD,PLATE. 12 FOR EIADE(1 AND I EXISTING (SEE.SCHEDULE M ON SHFET 28 FOR GLASS—t ON SHEET 12) 1 (SEE SCHEDULE ON SHEET 16)' L?IICfS�I&� I I I 1 I i ON HV' WALL HEADER INSTALLATION OOHV WALL SILL INSTALLATION MO HV WALL HEADER INSTALLATION I MIN.SEPARATION III I MIN.SEPARATION TO GLASS EXISTING I TO GLASS I i 1 I SEE SCHEDULE .CLASS—j MIN.SEPARATION 1. tl III 1 ON SCHEDULE. i I ( EXISTING ON SHEET 12) f i WOOD x4"CONT.r—(SEE SCHEDULE I I I• I IXGLAN— ' ON SHEET UL I I : GLJSS----t EO D.PLATE ON SHEET 12) I i I I 1/40-20x3/4"S.S.. I I v I L _ 1/4'0-20x3/4'S.S. I MACHINE SCREWS I D MACHINE SCREWS W/ I USING 1/4-20'NIRS 1.I ,I WALL I I 1/4 "-20 NUTS a III I I ® 12"O.C. FINISH I III ~r,Y, OR I I - 4A:::._ 1 OR 18 18 OR 15 1 OR ' 2"a4"CONT. V 11 L' I \ _ \ /}...s E 1 ) OR 1 WOOD'PLATE' i I-E E I - 1' in. REO'D. ,.. 1/4"0 TAPCON WITH ADVANCED I l`1 1 4"0 TAPCON WITH ADVANCED 1 'm - THREADFORM TECHNOLOGY I 'v 1/4"0 TAPCON WRH ADVANCED 1� 1 THREADFORM TECHNOLOGY W/ 1/2"Min.PENETRATION OF ' THREADFORI TECHNOLOGY NOTE; 1LL..LL2"x4"CONT. 1 1Y/ 1 1/2"Min.PENETRATION THREADED AREA INTO PLYIYOOD. W/ 1/2"Min.PENETRATION OF 1-SEE SHEEP 4 FOR,TYPICAL SILL PLATE OF THREADED AREA (SEE SCHEDULE ON SHEET 16) THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. REQ'D. ALL MIDWIDTH OF WOOD PLATE. EXISTING MIN.2"x4"ENDS (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE I FINISH (SEE SCHEDULE ON SHEET 16)' ® 16"O.C.MAX.REQ'D. COMBINED IN ANY WAY TO ".1/Y MIN.CDX PLYWOOD REQ'D. PLYWOOD TO BE ATTACHED TO 1/2"MIN.CD% WALL FINISH SU�EXIT ANY INSTALLATION. ISTING'MIN.'2'x4"STUDS,® 16'O.C.MAX.'REQ'D. STUDS IN ACCORDANCE WITH PLYWOOD REQ'0. ® WALL SILL.INSTALLATION PLYIYOOD,TO BE ATTACHED TO.STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. SEE LIMITATIONS OF USE OF HV BLADE to ON SHEET WITH SECTION 2322 OF THE F.B.C. ©HV WALL SILL INSTALLATION, WALL SILL INSTALLATION. FLORIDA BUILDING CODE(High Velocity Hurricane Zone •.- 02017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. yGNs�.:''� _ BERTHA HVTM N ■ Accordion 441S7 Shutter SystemA■ A■ .V.BLADE 11 W/-OR W/O H,V.WINDOW BLADE&KV.BLADE f ? American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: LC. TICCIT TESTING & ENGINEERING COMPANY Q Association, Inc. 1 OLD 15-079 07/26/17 GATE: 07/26/17 _ • V./-\� 8355 N.W.360,.SL,SIe.705,NRCINN WROc?l9,FLORA 3318 4268 West Roads Drive 2 ® • v \ Phone:(305)871-1530.Fax:(305)871,-1531 DRAWING'No West Palm Beoch, FL 33407 ._mail: L0006Oaal,com 3 EB-0006719 phone: (800)432-2204 Fax: (561)208-8380 , 17-102 ,r WALTERA TIL CIT Jr.P.E. P.E�S`fM/51GNhPUR�/DATE FLORIDA Uc.)I 44167 5 SHEET' 6 18 .OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS . FOR L, HV & 9 HV♦ BLADES (AS APPLICABLE) MAX 'SHUTTER SPAN 'L+ OR, ;L FOR INSTALLATIONS INTO WOOD WITH HV BLADE'MONLY SHALL BE LIMITED TO. 105.0 pgf. A.S.D., DESIGN' PRESSURE 'RATING' SEE SHEET 28 FOR MAX' SPAN & 'WL FINISH ASb` 'DESIGN PRESSURE RATING FOR INSTALLATION WITH 'BLADE '1 '& (1-4 WORKING IN 'UNISON 1/4.0 TAPCON WITH / - ADVANCED THREADFORM Q EQ 2"LAIN. -T. EDGE(IF APPLICABLE) TECHNOLOGY W/'1"1/2 Min.. •-WOOD(Min.)EXISTING PENETRATION OF THREADED' WOOD BEAM REQUIRED \ AREA TO EXISTING�Y100D ,STRUCTURAL ADEQUACY , .OF EXISTING WOOD BEAM HEADER. q/4'OrS"x3/4'S.S. 'To BE CERTIFIED BY ETOSTING'WOOD (SEE SCHEDULE ON SHEET 17) 1"Min PHIWPS TRUSS'HEAD , .REGISTERED ENGINEER OR f E E .TRUSSES OR 1^ �ARCHI7ECT.PRIOR TO_ / 1/2' RARER®'2$' CHINE SCREWS T 2" RAFTER 1',9, E EO W/.y/p•_20 NUTS. SHUTTER INSTALLATION. iF 12 O:Cg '1/4"0 TAPCON WITH ,I 1 oR 1 S, ADVANCED THREADFORM3/I STING SOFFIT •- TECHNOLOGY W/.1 112'Min: ' � I � f � � 3/4"Max.THK 'PENIETRATIONI OF'THREADED z T 'gREq TO'IXISTING WOOD B - DEQ :Ij14x314" EO EO 1x401/8 COM ALUM.TUBE / w� --OPTIONAL (SEE SCHEDULE'ON SHEET T6) ,S.M.S. (6063 T6ALLOY)W/ I 1D 6'D.C. i 11' Or 13 or 15 EACH/RAFTER R LAG SCREWS TO I or Q.Or 15 'LOCATE LAG SCREWS AT; I MIDWIDTH OF EXISTING WOOD ^IXISTING MIN'2"z4 - I 11. I I ,MEMBER,(2",Ain.NOMINAL.WIDTH) OPEN OF .EXISTING-9 HEADER REQb MINI SEPARATION _-). -- I I LASS) .i �,. AT CENTEREOF CGO MAX. ED RESIG�LON R' .GLASS 11 - - TO GLASS I (J I' THREADED AREA,VALID FOR' 0 (SEE SCHEDULE ON.SHEET T2 IEXISTING 5/i6'P LAG SCREW, (}II' INSTALLATIONS WITH 72psf (,iSTINGfit l{{{1Nllp1 AD AND .SPAN.'THIS MON IS ONLY VAUD .. . . i spmUL aNLszfT I �I' � 1 1a sfET 78 Tatem�- I N GRAVIINSTFORWOOD, OF 0.50AS N PINE UGLAS, Q.HV WALL'HEADER INSTALLATION ,2 TR RAGE,(Yvm IXGLASS -t's�mu Gn r I W000 TH MIN:SPECIFIC 026 i©eR GLASS---I I • FIR E �2, NOES. I San?a I I I 'ETADFS 1QEi® I 1--4@ OR.� OR EQUAL 1'-SEE SHEET'4�FOR'TYRICAI'SHUTTER ASSEMBLY,;, '2-MOUNTING,SECTIONS'CAN BE;COMBINED ' IN ANY WAY TO SUIT ANY:INSTALLATION. (Y)HV CEILING INSTALLATION O.HV CEILING' 'INSTALLATIONMR . _I 1D cus,sE. -I ---CIJ OR ®• I MIN;:SEPARATION 1, ADN.SEPARATION 1 I f I 1 2 FOR BON STET I TO,GLASS I I, TO GLASS' I ( i I EXISTING I Ipv�%�,1 -II,(SEE,SCHEDULE 1. r _(SEE SCHEDULE ON SHEET'12) I GLA55\( BADES ID- ,, i ON SHEET 12) ,EXISTING I I 1 Y I I I I I GLASS--�',1 I I I f II ( I ALERNAT I I 8 ff��ll I I L I'ANCHOR I I EXISTING WALL - - I LOCATION 3/e'uM., ._.x3/4 HEX} GLASS I I I .DE N,.REQUIRED 2%6r MIN. o M(- FINISH: '9 I I %'- ©+ 7 7/e wN: A9HER HEAD;7EKj (NO FINISH.ALLOWED) L.J I SCREWS® 12`o:c A4 : - 2"x6"MIN..WOOD - ' DECK REOUIRED..(NDDGE OF.DECK i'3 DRQ ) W _ ucaeLE EQ EQ 1%4"o-20x3/S S.S.. EOGE'OF DECK 2" _ WITH FINISH ALLOWED)'. —F APP w 1/4.0 TAPCON WITH 1" TRUSS HEAD 'IP APPLICABLE .. TAPCON , SCREWS 27 MIN: - 2.'MIN. OF ��� `— TECHNOLOGY WF/V 1/2'Min. PHIWPS •..c ADVANCED THREADFORM in. MACHINE TEOHNOLOGY W/ 1 1/2 Min. W/ 1/4'-20.NUTS V!-1 .1 2'Min.PEN DECK'IF RHETRATION,ID THREADED -2'x4"CONT- 'PENETRATION OF THREADED ® 12"Om. - - APPD.&BLE 2"LAIN. AREA MIDWIDTH.OF WOOD PLATE AREA®.MIDWIDTH OF WOOD 1/4"0 TAPCON WITH'ADVANCED THREADFORM TECHNOLOGY "' PLATE SILL ..; PLATE., '- / / PENETRATION OF THREADED-AREA INTO'WOOD - (SEE SCHEDULE.ON SHEET 16) (SEE.SCHEDULE'ON-SKEET 17) DECK.(SEE SCHEDULE,ON SHEET 16) - •SEE UMITAlI0N5 OF USE OF REOb .-r BLADE 1�oN SHEET 26 '. OX HV.WALK—OVER.INSTALLATION QV,HV WALL SILL INSTALLATION ,!�''� .-711 ' �W HV FLOOR' INSTALLATION , - FLORIDA BUILDING CODE:(High 'Velocity Hurricane Zone " ✓ $ ®2017 TILECO;,INC:,(ENGINEERING) ©2017`FASTERN METAL SUPPLY,.INC. +s,Q; v�clrNSF BERTHA HVTM No.4'4167 Accordion Shutter System /T1� E C.O.1'NC. A.S.S.�■ r:2 i1GE 1 W/'OR'W/0.H.V:YIINDOW,BIADE'&'H.V.BLADE' `• TILLIT TESTING-& ENGINEERING COMPANY y DESCRIPTION DATE DRAWN BY: LC. 12 American Shutter S stems p: Association, :Inc. OLD 15-076 m/2s/n DATE: 07/26/17 6355 UN.36th SL,Ste 305 MRG6M GARDENS;FLORIOA 3316 ' P AAPhone. 305871 t53D Fax, 4268 West,Rood's Drive, _- DRAWINGNo_1:t'Itecp49ael.eam WesE.Palm Beach, FL.33407 EB-0008718 Phane:�(BOO)432-2204 Fax: (561)209-838017-102 WALER A TILLIr Ur,P,E.P E SIGP7Wii),DATE• rtbR10A pe:•@ aats7 SHEET s 19' OF28. END INSTALLATIONS n HV- & (f�& HV'* BLADES INTO, 2N4" 'MIN WOOD STUDS S Do STUDS 1/4'0'YAPCON'WRM (AS APPLICABLE) ANCED,THREADFORd 2•x4'MIR.%bbd ! .� /'i`/`/' /.%:" / / /! V.'ODO MIN 1 \ / TECHNOLOGY Imo,BUILOEX: STUDS REQ'D: . ANCHORS O'6 O.C. 2•:4•MIN 100D, \ / APPLICABLE) 1 WALL \./ W/1'1/2'MIN'THREAOEO' I SUDS REO'0., \\ , ,FINISH' , PENLTRAn0N'WTO'STUDS-DR'. T — W/•.Mw;T/z•T1wFADEO II \ / _/{7NISH EXISTING GLASS , \♦•• P 1.1ENff�nOF NO SNDSOEInSt /2 E%ISIING:GLASS' EXISTLNG.G1A55 '. •I. �.: I K 'E%HSTINI'.GLASS . m EA/6(SEON E T 1/2''MIN..CDX I/EO \\ 1 J —7 `SCFEaLE OV SHFFT: v F ', v •KQL SEPARA110N 'AUV.SFPIPAIOV AOi.gP.NAnON PL 12 FOR'LiIDE(DAvO, T* m GIASS SFE m MASS(SEE: MIN.cox m CIAO(SEE ''aV SHEET 26 FOR' 6 1/16'x3' N, SC EDLE ON(SHEEf, SCMEDu{E ON SfEf PLIWOOD :..Ei•y..;.r..1.. ;SCHEDULE O1'SHEET (DA;�, (6063 T6)CONT.. FlNISH .//2•,MIN.CDX '12 FOR BLADE(DN'J) ,12 i0R FIMEQM9 1%2'• 12 FOR HAOE OA1'uI : AL.IIM..CLOSER' .PLYWOOD. ON SHEET 28 FOR.' CN SHEEP 28 Fai ON SHEET 26 FOR 1/2'MIN. PLATE:(LOGIE 1/2• ILAOESQk®, FINISHi ALL HADES OO e'er _ .13ias•Pat e . AT.EIRHER SIDE MINMT .. _ 'OF®) NAE io-ld --.... p1p 1/2"-S.M.S. r _ - ®16 O.C. 810x1/2 S1d.5. - 0 In'sNx:uroo(4p)art '. 016 o.0. - - - _ 0)"I vPmvs df• 4 "FRuanx 0l aaawo 5. v ansa ANOItlS f �` 4 v nNL Ar r - 1 OR'9 SEE-DETAIL%'FO ®�' (SEAT ons saE O O °Ol S-DETAI X FON )OR ' + SEE DETAIL x FOR 1 OR®� To TRACKS �SEE'OETAIL X FOR 4. H •®m®..6 Qa.BQ I�p-® ,SIDE CONNECTION ©'O 10 ® 'ISDE CONNECRON- ® ©07'� 1p TO TRACKS - - 'TO'TRACKS ip END :CONNECTIOK DETAIL Q7' " O ,END CONNECTION' .DETA 7 END. CONNECTION DETAIL 9 IL. .. EXISTING G[A552:4-N.YfbUo ADVANCED ANCED READF'RM i/AH.O+cCEDD,?HREADFILRExCTION AIL'® G - 1/4'0 714PCONI J_u4-!w>!'!.N�('�}II 'F,REQUIRED CNLY'FOR.SPANS GREATER THAN 12-0' TEC ANCHOR W/ N 1MREADEO PENETRATgN THREADED PENETPgnON. I :e10x1/2•-S:M.S. _ F9N.'SE.t.PARAnw -�•SEE LIMITATIONS+,OP USE OF lora smrRAnoN soros;REQ'D. IHm.duos o;12•o.c:; Irmo snlos m lz•D.C. RI 0., _ m.aAs(gE' .0- -T, --- ';BLADE:IA.ON�`SHEET'28 To GIA4:(SEE FOR 122 FRa n® •\ \\,\ \ \.'� "/ / // 1/i?'LpN. s2 FOR O(+((D 4 /.Y; '12 FOR BLADE FORlaD aAmSHEET�,FOR.. EaAo ®H SHEET�, 5 Q H l/2'MIN t, .1 ' B OR®OR(DOR .. .1 •KIN. .. OI ,TOR •.. 4 ©O7 u d°f0. ;+.v 6• 1 . ,OROCR.� It@ Flxsn i + L1N wood WALL �O 07 BO's @gIVIEW Y . : 10o® STUDSREO'D FINISH ®a® ©•�v Ai PLAN' DETAIL X END CONNECTION 'DETAIL.,1Q END'- ION DETAIL 12. —� '. O FLORIDA !BUILDING' CODE`(High ,Velocity: Hurricane Zone) .. Q2017 TILTECO;INC.(ENGINEERING) m2017 EASTERN,METAL,.SUPPLY, INC. �yGfNg x BERTHA HVTM j N0, 187 Accordion Shutter System 1'L EC O �'N� A.S.S:.A. L; •f :i - A � S N.BLADE�T W/,OR W/0_H.V:WINDOW;BLADE&HV'BLADE fi355 NWS 3Hi1n:SL',ST 3D5,NRGINa GARDENS;FLOPoDA 3316 I mBrICQn .. ... Phona:(JO u)BmcTT U30 c O xLcom05)871 16JT Wee2 801 F y No DESCRIPTION GATE DRAWN BY: LC TILLIT'TESTING& ENGINEERING COMPANY mSBepche'FL.3340�7M$ REV. OLD IS 079 07/26/17 DATE. 07/26/i7, •' �\ Phone: 800A438 �Se _h,'FI.33 2, _ DRAWING No. .. 11 EB,ooD6719 (_, )_-2 4 Fax. (561)209-8380 J . 4' 17-102 WALTER'A.7ILLir Jr:P.E{ PE: $IGNATUR�/DATE; FLORIDA ue:,�44167• 5 SHEET 6 20,OF-28 I i AA B * ;NOTES 'ON. HD LOCKS' AND CENTERMATES€ �aQ �L ALTERNATE ON, 1.. 'MANDATORY CONDITION # 1: ONE ) H.D. LOCK.SHALL BE USED FOR. T a 3a OCAO FIVE NVB-HOB ANY SPAN'AND INSTALLATION AT.HEAVY DUTY SYMMETRICAL CENTERMATES, HOA-HU (,31 OR(321)-f32)+Q AND AT, ANY ELEVATION. 34 H.D.' LOCK MAY BE 'USED',AS A lNSID OR OUTSIDE LOCK, ATTACHED, TZf HEAVY DUTY SYMMETRICAL u 9 u CENTERMATES WITH :(3)r #8 x 3/8" LONG FLAT HEAD S.S. M.S.. LOCKING RODS-©ARE NOT MANDATORY 1e. THEY COMPLETELY OPTONAL. s 2. MANDATORY CONDITION # 2: LOCATION 'OFH. 3 D. LOCK SHALL BE AS D INDICATED ON SHUTTER. ELEVATION, l e:; FOR SUTTER SPANS UP TO 105 a xvq o c- c ff F H.D. LOCK MAY BE INSTALLED AT,MID' HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW' MID :HEIGHT-OF SHUTTER.; FOR SHUTTER SPANS ;GREATER THAN 1:05", ©4 H.D. LOCK SHALL BE INSTALLED AT'MID HEIGHT OF III JJ ` S G. ,AL1ER "3a LOG N.- iI 4 ASHUTTER. A. 3 o .. IIS ��N .O HVE-NDE. E E O \ 3 3 $EE'END' cI . :CONNECTION cc D0 (04 DETAILS 0 SHEET 24 'i 'TYP. FULL nm mD HEIGHT. .,O OR OOR©�+. TYPICAL'J) HV BLADE SHUTTER, ELEVATION N.T.S. FLORIDA BUILDING:CODE Aigh •Velocity.Hurricone lone) �1t/ t. •^' T - ;02617-TILTECA•INC.(ENGINEERING). ©2017.EASTERN METAL SUPPLY, INC.. � � '' 'BERTHA HVTM Nq:441 5 t` A■S.S■A: Accordion Shutter.S stem !. 1L_ ECO �N�: y .V:OLME 01-W/0R;W/0 H.V.VANDOW`BIADE'&H.V.BLADE'# 'TILLIT TESTING:& ENGINEERING COMPANY •American ShUlffer SySteMs RV.Ne DESCRIPTION DATES DRAWN BY: 'LC. • _+' •,moi/ .6355 N. 3fiN 51..'9te 303 NRGINIA GARDENS FLORIDA X316 AstoclatIOA Inc., I _OLD�.15-079, �07/26/17 DATE: 07/26/17 'P6on 305 871 1530 F x 4268;West Roads Drive. - - - - �(` r \ ( ) (305)871,-1531 b1 �� ...111•'�L :e-mail ull co0d0' om WesC'Palm Beach FL 33407' 3 DRAWING No 11- EB 0006719 Phone: (800)432-2204. Fax:.;(561)209-8380 .4- 17-�02' 'WALTER k'nLuT i'.'P.E. P.E.'9Ckj GNAA1RE'�DATE FLORIDA Lie.#"4167 .s -SHEET 6 21 OF 28 POURED CONCRETE ANCHORS CONCRETE. (SEE SCHEDULE ON 1/4,"0-20x3/4"S.S. REQUIRED SLEET p6) MACHINE SCREWS'USING i 4"-20 NUTS®5"Q.C. POURED CONCRETE ANCHORS / / CONCRETE (SEE SCHEDULE ON.SHEET 26) TIf — i'l� . REQUIRED EDGE OF t ,^. �t wNTs�ST1oN 1 1 1 2 + /E.'o � . , % SLAB IF MIN.SEPARATION .' "";(SFE SCHEOUtE aN FA // '/ �J / E.'D.JJJ APPLICABLE TO 4'LASS I L i v I. SHEET 25) " • '-r - 1$' / / / ` ♦ f f,J i�(SEE SCHmtRE J ! ///J , SHEET 25) I' EXISTING -, Eail✓E4 !// I � f � B GLASS. 41 I T S EXISTING GLASS W OPTIONAL OF E Eo / EXISTING_ ,.I ; , f a , f 'APPLICABLE o GLASS ! MIN.SEPARARON' 1 /{ APPUCABLE MIN.SEPARATION' 2 TO GV55 JJJ/// / ,f TO GLASS EE SCHEDULE ON ! +1 '1 / /A+// (SEE SCHEDULE ON ` ' SHEET 25) I POURED SHEET 29 2 GONCREED EXISTING ) 'i. 1 POURED FIAT HEAD CONCRETE iiNCHORST REQUIRED GLASSI� ( 1 CONCRETE REQUIRED (SEE,SCHEDULE ON SHEET 26 FLAT HEAD CONCRETE ANCHORS } SEE SCHEDULE ON SHEET 26) HD WALL HEADER INSTALLATION HD CEILING INSTALLATION HD TRENCH INSTALLATION HD WALK-OVER INSTALLATION ----. EXISTING ' MIH.SEPAP.ARON. ' i MIN.SEPARATION ' O If W.sEPMAnON' 'I t I TO GIA55 _ 1 ' CLASS GLASS �— TO GLA4 j 1 2 i (SEE SHEET U25)ON Y i f +i —i(SEE SCHEDULE ON ! —(SEE SfWE ON 1 I 1 SHEEf,25) SHEET 25)1 j 1 "STINGEXISTING 'w 1 GLASS � 10 i i 1 !'' \ GLASS t.ALTERNAOE 1 �. r OPTIONAL. i t i i t i t I r ASH 4"HEX. ANCHOR t t . '�-t =1 I B- / , IOCAnON' I 1 = #14x3/4,r NIX WASHER. OFTIONAI.I 1 1 WASHER HEAD I t HEAD SCREWS / ( I r - , .T .i 1 1 TEK SCREWS i \ 6"O.C. ®6"O.C. i 4 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET zs) f #14x3/4" IX HEAD 18 TEK SCREWS 3"O.C: 1 EDGE OF•---r//� f//'//�if �//Iti/i•'' / j/ r'--f EO EO OR 1/4"0-2015.5.M.S. CONCRETE ANCHORS SLAB IF // f/ / 1 1,1/2• J/,,J EDGE OF W/NUT 3'O.0--- (SEE SCHEDULE ON n _APPLICABLE EO Eq / ✓�' StAB IF _ __ SHEET 25 / '//�/ // // ///J// APPLICABLE 1/4`o-20x3/4"�S.S. _-^ , ) �! %!%/ /`����/ / PHILLIPS TRUSS HEAD " ' �' POURED MACHINE SCREWS' J f,f f i / f�/ // I 'CONCRETE E D.� NCRETE ANCHORS /! / /' E.D USING l 4"-2O ✓/ /' / ! •r% � EDGE OF REQUIRED POURED CONCRETE (SEE SCHEDULE ON .NUTS a 6"D.C. // / 1 '� 9 1/7 d //� ////, J/ J/, SLAB IF WALL REO`D. SHEET,26) ` �// % f/'J j //E„b f �.' f APPLICABLE /% HD FLOOR INSTALLATION POURED EE HD WALL SILL INSTALLATION CONCRETE REQUIRED NOTE FOR COMBINATION OF SECTIONS: HU RAINGUARD_ INSTALLATION, INSTALLATION (DETAILS W f (1)' HV S.LAD'E. I-SEE SHEET 21 FOR TYPICAL SHUTTER SCALE: .3/8.=1" ASSEMBLY * E.D._'EDGE DISTANCE 2-MOUNTING'SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 26) TIIIII �i�AA2 IN ANY WAY TO SUIT ANY wsrALLAnaN. d IN BUILDING CODE High tlelocit Hurricane Zone e� ©2017 EASTERN METAL SUPPLY, INC: ,1`1�*. .•........ � X2017 TILTECO,INC:(ENGINEERING) a�l ;ac BERTHA HVTM No.44167 i L E C o �a�. �■SI■ '■A. Accordion Shutter System * � .V:'BIADE#1 W/'OR W/O N.V.WINDOW BLADE&H.V.BLADE# _`_- •,,� American Shutter Systems RMN. DESCRIPTION DATE JDRAWN BY, LG. q TILLIT TESTING & ENGINEERING COMPANY •� ,4, A$SOCIGtIOfl. Inc. 1 OLD 15-079 m/2s/n DATE. D7/26/n ,8355 H.W.]8th.SL,sti.305,VIRGINIA GARDENS,'F10R1a4]]18 Phone:(705)871-1530.Fax;(309)871-1551 '4268 West Roods Drive' 2 DRAWING Na •.,�. .... •'\�A 1T West Palm Beach, FL,33407 3 e-matl:611-0.01—nn ��' tj'aI E0`IItt EB.TILUTtB Phone:,(800}432-2204 .Fax: (581)204-8380 ,1 7'� 02 "- WALTER"A.nwr ar.P.E. T HEE P.E.S<?rfl jStG(floU E/DATE FLORIDA Uc,B 44167 5 0 SS 28 SEE END` WALL CONNECTION DETAILS' ON SHEET 24 I I IN -r�EXISTING CLASS, INSTALLATION: OUT 190' O I *'SEE NOTES ON.LOCKING RODS 3® &.HD�.�LOCKS ON SHEET 21 :L/ HV B LAD E OR OOR® +IOOR t SEE END 'WALL CONNECTION Ort +Q DETAILS 'ON SHEET 24 -- _—__— ----------rEXISTING GlJ55 L ----------------- --- 2• l/6•x0;-2• I 35*. (6063-72 LOY)!ALUM. ! ! 1/2' * 35 ANGLE-W/1(2)1/4'0. - (OPTIoNAL), 4. (OPTIONAL) 1 MINT,OSEGSION TAPCON ANCHORS,TO, 814 i3/4"•S.M:S„®12• (;4) H;V: _ = CONCRETE(TOP/BOTTOM 'O.O., SEE SCHEDULE PINS TYP. H.V. &(a).014 1/2 S.M.S.•- ,( ( ) IN 33 TO TUBE-AT,EACH: - I'. ON'SHEET 25) (4)_ ANGLE.prP> 5 ase 6'1/2- PINS '(TY 1) • 4 5 s 2' 0 20 31 OR 32 33 31 oR 32 31 oR 32' 31 oR 32 1 4 .. 35 HVA—HDA 35=* HVB-.HDB (OPTIONALL) HVC—HDC g aR $ OR 6 7 Oa EXISTING GLASS (oPDaNa) OUT' SYMMETRICAL HD CENTERMATES O O O ____ —_ ———_ SYMMETRICAL HD' CENTERMATES W/ LOCK (INTERIOR) W1 i4 LOCK (EXTERIOR) MIN.SEN•10 GLASS IN g .OR®OR©+OOfi (SEE SCHEDULE,ON SHEET 25)O ANCHQ.' CONCRETE' /' 3 OR ® S 1 VARIES 15•'O;C. j �/N OUT 6.1/2-MAX.`SIACK /_ . HVE:-HDC' POURED tCONCRETE OR - - �CONCRETEIBLOCK WALL HVD—HDD +T���u�����+�s� REouIREo FLORIDA BUILDING CODE(High.Veiocity Hurricane. Zone) ®2017 TILTECO,INC:(EtJGINEERINC) ©2017-EASTERN,METAL SUPPLY,INC. l ' ? � �c€ius� BERTHA HV7M No:44167S Accordion Shutter System; L E;C O. Nc. A A .S -i .V.BLADE'f 1 N/OR l4/0 H V YIWDOWBLADE h H:V.BLADE tf American Shutter Sysisms' REV.No DESCRIPTION DATE DRAWN BY. Le. -_ TatioO, -Inc., 1 OLD 15-079 oT/z6/n :RITE. 07/zfi/n ��,t 1 co est,Roads Drive, - a 71WT TESTING& ENGINEERING.COMPANY 1 6755-N.W 36th.5L,Ste.305 NRGINIA'GARDENS.FLORIDA 3716 U V `, SSOC Rl 4,�,"1' - 4266 W - C �. �Phena�:(305)971 1570..:Fax (305)671-7531� .2 � e-mal Mlle oaol.eom West�Paim�Beoeh FL 33407 JNo - �_ Q � WALTER A:ODLLIT7Jr.P.E. Phone: (800)432-2204::Fax.�,(561)209-8300' 4 7—�Q2f P.E,:SEAL/SIGNATURE/DATE FLORIDA LL.g 44167' 5 SHEET - '6 23 OF'28 POURED CONCRETE CONCRETE. BLOCK OR j ORPOUREDCONCRETE TE, OYRED RETE CONCRETE.BLOCK WALL' OR CONCRETE BL CONCRETE / BLOCK,WALL REQUIRED i • BLOCK WALL REQUIRED ,BLOCK WALL REQUIRED 1 J / REQUIRED /' �. / / % �/ CONCRETE.ANCHOR / j /-- EXISTING GLASS / % � EXISTING CLASS j ® 16"O:C. EXISTING,GLASS / — / �'' l MIN / EXISTING GLASS // 2" � ` ✓ 1 I � J/ � 1, 1 EO' EQ/ / i / % % /J MIN. SEPARATION ✓ / I� MIN:SEPARATION _I II MIN. SEPARATION 1 16••x3"MAX. MIN.;SEPARATION / TO GLASS / 1 i / % TO GLASS (6p63-T6 CONT. TO GLASS / / (SEE SCHEDULE / I / TO GLASS (SEE SCHEDULE (LOCATE AT (SEE SCHEDULE ALUM.CLOSER (SEE SCHEDULE /. ON SHEEP 25)' 1/2' ON,SHEET 25) EITHER SIDE 6 ON SHEET 25) PLATE. (LOCATE 1/2" ` ON SHEET 25) OF SO) AT EITHER SIDE MIN ' 7/2-MIN. I OF®) Rini, 1 OUSE 1"OR 2"MAX. 1 1 14x1/2"S.M. I �. --- -J (AS:APPUCA8LE)x2'x1 8"x0'-2' # 16/p•CS.M. --- ® 16'O.C. I' _—_— � ALUMINUM CLP ANGLE' I� -_--- / (6063-T6 ALLOY)AT MIDHEI 4N GHTT 5 J 'WALL T V O.C..S ANCHORS TO I SEE DETAIL X FO WALL AT 1"O.C..(LOCATE AT 2 SEE DETAIL X FOR O SIDE CONNECTION © EITHER SIDE,OF®) SIDE CONNECTION SEE DETAIL X FO 4, O OR®OR 6 +O6R, TO TRACKS + OR $ OR + rj OR SIDE CONNECTION 7 s +DOR®OR@+ @ TO TRACKS rj pR. O O O ©+DOR®OR +©OR 0+ .R@+O 1,0x0 10+-15 10+3 END, CONNECTION DETAILT END CONNECTION DETAIL(9) END CONNECTION DETAIL END CONNECTION DETAIL 0 ♦.REQUIRED ONLY FOR SPARS.GREATER THAN POURED CONCRETE OR POURED CONCRETE OR / CONCRETE BLOCK WALL CONCRETEBLOCK WALL— ---- __----- 4 — REQUIREDEXISTINGGLASS j REQUIRED ������ EXISTING 4 7 GLASS ` #14.1 'S %2" .M:S.� MIN..SEPARATION, Y 5 - -- - mr ___ --- - /.// 0/16"O.C. r TO GLASS _ ________ _ OR®OR© Mp MIN.SEPARATION f / (SEE SCHEDULE TQ GLASS ANCHOR® 1/2 MIN. ON SHEET 25) ------ 42 --�-- jCONCRETE (SEE'SCHEDULE 1H 0/ ' __ _L__ ANCHOR ON SHEET 25)' j / Ej 2___ _ / �-yt O.C. -_-_ 1/2'16, MIN. —I 1:2".MIN: bOR®OR / ----- Ed.- - - --- - , 2"MIN. / r LUN j PLAN. VIEW Y � 5 %/, � DETAIL X ODR®DR 6 +DDR ODR OOR©BOOR END INSTALLATION' o + �+. 5 o + aR n HV BLADE INTO- CONCRETE OR OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(�) TION DETAIL _ FLORIDA BUILDING CODE(High Velocity Hurricane Zone t .•'•\``��S', d ©2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL'SUPPLY,'INC. No.441 ° ABERTN&M-irm /► A S Accordion Shutter System 11LIEC O S A IMC. ■ V:'BIADE"j1 W/OR W/0 H.V.WINDOW BLADE&H.V.BLADE# American. Shutter Systems REV.No DESCRIPTION BATE DRAWN BY, L.C. TILLIT TESTING k ENGINEERING COMPANY Y 9355 N. 3olh.sL,ste.Sas,NRawu GMOFNs,FLOWDA 3316 Association, Inc. 1 OLD 1s-W8 oT/2e n GATE: 07/26/17 •'••....." ,\pvrL1L Phone':(305)871-1530.Fax:,(305)871-1531 4268 West Roads.Drive' 2 / e-mail:Lil/aco0aol,eom West.Palm Beach, FL 33407 DRAWING No, .S�ONALF�,•11 EB-0006719 Phone: (800)432-2204 . F,ox: (561)209,-8380 3 7-102 WALTER A.TILLIT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc,g 44167 5 SHEET '6 24 .OF 28' MAXIMUM 'SHUTTER' SPAN NOTES_:, ♦:SEPARATION TO,GLASS REQUIREMENTS. ";L+" OR ;L (ft.)* (1),L+: MAXIMUM;ALLOWABLE SPAN'FOR A GIVEN POSITIVE MINIMLIM' SEPARATION TO.GLASS FOR;SHUTTERS INSTALLATIONS W�,SYMMETRICAL A.S.D. DESIGN PRESSURE.RATING.. . INSTALLED AT,ALL ELEVATIONS OF BUILDING IS 3". I L-: MAX.ALLOWABLE SPAN FOR A GIVEN,NEGATIVE A:S.D. �HDC NTE TES 31 OR 3 DESIGN PRESSURE RATING W/ ONE..HD 4�LOCK'& NO. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN'FOR IWALL LOCKING i700S' 35 ♦ MOUNTINGS OR FLOOR/CEILING: - - GIVEN A POSITIVE H.S.D..DESIGN PRESSURE RATING; ' -uA%Iuu4_ POURED,CONCRETE INSTALLATIONS DETERMINE MAXIMUM,SPAN 'L+' FROM SCHEDULE. A.S.D.DESIGN GIVEN A NEGATIVE;A.S.D.'DESIGN,PRESSURE'RATING, .PRESSURES - ,RATING ALL iMOUNTMC CONDITIONS DETERMINE MAXIMUM'SPAN,"L-^ FROM SCHEDULE. (+ -mi) . L,+ (R)" L-(R) FINAL'MAXIMUM ALLOY7ABLE+SPAN.IS iEOUAL TO'THE, 0 OR LESS 15'-5" 18'-0• MINIMUM DETERMINE BETWEEN"Li- SAND '.L-". ' 35 a 14';-10' 18'-0' (3)':PROCEDURE.TO'DETERMINE.MAXIMUM SPAN"FOR 40 14' 4" 17'-10" `COMBINATIONS IN BETWEEN WALL W/FLOOR/CEILING. ,INSTALLATION LEGEND 45 13'-11" 17'-6' MOUNTINGS:; SUBSTRATE. POURED CONCRETE 50, 13'-6.' 17'-0" FOR A,GIVEN POSITIVE A:S.D.DESIGN PRESSURE RATING; NIOUNTINGs (SHEET 22) -55 13'.-3" 16-10' DETERMINE: 60 12'-T7" I6-2` _ LI.+- MAX,.'SPAN,FOR'.WALL MOUNTING INSTALLATIONS. 'WALL AA &'EE L2+--MAXI..(SPAN FORT.FLOOR/CEILING MOUNTING .MOUNTING. 65' l 12'-8" 15',-6" :INSTALLATIONS. _.- 7a 12'_6" 14'-1 t" FLOOR%CEILING! BB, CC, DD, 75 72'-3' 14'-5' -FOR,A GIVEN:NEGATWE:A.S.D: DESIGN PRESSURE RATING:, MOUNTING', FF & GG DETERMINE- 80 12'-0' 14'-0' L1-= MAXs SPAN`FOR,WALL MOUNTING INSTALLATIONS. 85 11'-10' 13-T L2--;MAX.'.SPAN'FOR FLOOR/CEILING MOUNTING 90 11;-6' 13'-2' INSTALLATIONS. 95 11-3 12'-10,• FINAL'MAXIMUM ALLOWABLE SPAN,IS EQUAL;TO THE 100 10'-6' 12'=6'- :.MINIMUM;BETWEEN:"L1+', 12+", 'L1-"AND `L2-" `105' 101-0^ 12-2 ,(4) GO TO ANCHOR(SCHEDULE WITH'FINAL, MAXIMUM. - 110 '9'-6" :11'-11" ALLOWABLE SPAN AND MAXIMUM'A.S:D.'AESIGN PRESSURE' 115' g'-b11'-8" RATING TO-DETERMINE(MAXIMUM ANCHOR.SPACING: 120 - :8'-9.. _125` 11,-2•. 130 - 16-11, 135' - '10,-9" '140... 145 _-_ _. _.. .10"-4" 150 - 10•-2".. 155 - .10,-0' 160: '_ ,9.'-10" - :170 - 175' y,.-5. -4-_ HVB LAID E 185 _ g._2 ' 190' - ._ - 9 ti0" P 'aFLIgpltrif QQ A Ay'A 195 8!-9" SIF ��P K'F� �t• 1Q�, . �T''e FLORIDA BUILDING' CODE(High' Velocity Hurricane Zone) ®2017-MLTECO,INC:.(ENGINEERING) ®2017 EASTERN METAL SUPPLY,.INC. BERTHA HV-, No 441$7 . A S S'' Accordion Shutter System E Z67,1NC, ;. ■ ■ ■ V BEAD_E#1,W/'0R.:W/0 N.V.;1'IINODYI,BIADE k H.VrBIAOE' 17�A•• F ' Amerit:anShutter:SNI t3rri§I REVNo DESCRIPTION DATE, DRAWN 0Y: L.C. TILLIT TESTING & ENGINEERING COMPANY •� i1AssoClotlon. IAC. 1 OLD 15-0)9: 1.07/26/17 DATE: D7/26/17 6355 N.W 361P SL.St..305,VIRGINIA GARDENS:FLORIDA 3316 Phon (305)871=1530.Fax:'(305)871-1531 - 4268 West Roads Drive2,2. West Palm BFL.33407 'DRAWING No ����._•. "r;er, _0-maD:tllleeoOaol.eom 3 - ES-0006718 - Phone: (800)432=2204 . Fax:.(561)209-8380 4 1.7-102 .. WALTER A.TILLR Jr.'P.E. P.E.SEAL%SIGNATURE/DATE FLORIDA 6.9'44167 5 SHE s 25 OF 28: *SPECIFICATIONS ON ANCHOR 'REQUIREMENTS: POURED CONCRETE SUBSTRATE aucrtoRs svaclNC LPr:FND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: 1/4•a TAPCON MAX. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN PRESSURE 5/16".TAPCON XL RATING AND A CORRESPONDING MOUNTING TYPE A.1) TO EXISTING POURED CONCRETE: (Min.,1'c =,3192 psi) FOR CONCRETE INSTALLATIONS - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W: BUILDER. MINIMUM,EMBEDMENT INTO POURED,CONCRETE OF TAPCON IS 1 3/4". A.2)TO EXISTING,POURED CONCRETE: (Min. f'c = 2899 psi) POURED'CONCRETE - 5/16"0 TAPCON.XL ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. MAXIMUMMINIMUM.EMBEDMENT INTO POURED CONCRETE OF 5/16 TAPCON XL ANCHORS 6 2 1/4". SPAN ALL MOUNTINGS AA THRU GG (SHEET 22) (ft) USE MAXIMUM VALUES BETWEEN'POSITVE AND NEGATIVE A.S.D. DESIGN LOADS A•3) IN CASE THAT.PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BELONG ENOUGH TO REACH THE MAIN'STRUCTURE BEHIND SAID 50 OR LESS >50 T0, 90 >90 TO 120 >120 TO 160 >160 TO '195 WALL FINISHES. ANCHORAGE,SHALL BE AS INDICATED ON NOTE A.1)ABOVE. FOR INSTALLATIONS ON'VINYL SIDING OR EFS CONSULT THIS ENGINEER. 8" 4 1/2" 3 1/2" - (B) ANCHORS SHALL BE INSTALLED FOLLOWING,ALL OF THE.RECOMMENDATIONS AND,SPEOFICATIONS•OF THE OR LESS ANCHOR'S MANUFACTURER. 12" 8" 6" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6„ 3 1/2" 3"$ - — UP TO 12'-1" 10" 6" 4„ 4" >12,-1" 4" 3 1/2" — _ _ MINIMUM REQUIRED EDGE DISTANCE, FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 18'-0 7 1/2„ 5 1/2" 4" _ _ 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL NOTE: VAUD ONLY FOR UP TO;10'-0"SPAN n HV BLADE. ONLY. tff''je�ER'A T/ FLORIDA BUILDING CODE High Velocity Hurricane Zone) •'... rjENS•'•.•'A/�` 02017 TILTECO,INC.(ENGINEERING) 02017 EASTERN IAETAL SUPPLY, INC. No,4416 BERTHA HVTM _ /► i A S A Accordion Shutter System 3 y} i L E i►'O NG. ■ ■ ■ V.BLADE#1 W/OR W/O HV.WINDOW BLADE'&H.V.BLADE S ILC American Shutter' SyStBmS' REY.N. DESCRIPT ON DATE DRAWN BY: L.C. `Q TICCIT TESTING.& ENGINEERING COMPANY ASSoCIation, Inc. i CLD 15-079 07 2s / _^ Jf�,� (`v l� 6355 N.W.36th.Sl.,Sia.305,MGMGViD:NS.FLORIDA 3316 •• / /17 OATS 07 26 17 _TJ `•�- Phan.:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 NAL ENG ,II a-mai:tllteaooaol.com West Palm Beach, FL 33407 3 DRAWING No ES-0006719 Phone: (800)432-2204 Fax: (561)209-8380' 4 7-102 1YALTER A TAUT Jr.P.E. P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.@ 44167 5 SHEET 6 26'OF 28 _____________ 18�5�TT_ n,t 0625" ' .0625' uo25.. ,12•MIN.CLEARANCE TO'EDGEt0e• " 'EXTERIOR'• ED - GE ,.0625 1 q; SECTION X—X HV WINDOW',BLADE :SCALE: ,1" = 1. . BLADCS.� A875" I KNUCKLE • '3'0,OPENING (TYP) .0625' 44. POLYCARBONATE IMPACT RESISTANT HV' WINDOW , BAYER `MAKROL`ON 31.03 POLY 00625.l CARBONATE RESINS, 'UV—STABILIZED GRADE: OR :SABIC, EoINNOVATIVE PLASTIC 103 'RESIN FTAT PORTION - .; (SEE NOTE- "F'1 ON SHEET 28). OF BLADE y; 'R1.7500" ?tl. EXTERIOR � ; ' �/ 1� 1 3750„• .. HV.WINDOW: _ POLYCARBONATE SOURCES FOR 9 APPLICABLE R \•/ �/ TYPICAL PROPERTIES, ., STANDARD RESULT SAae / 02.8750 REFERENCE w1OaAL/5tlQ1cc PLASTIC ucaivapl�nw tDVtl'103 ILM S 3 - ON RS PHYSICAL. / .SPECIFIC GRAVITY ASTM'.0792 ,0.043 Ib/!n.' 0.043 1D/!n • ENTEi ' i MECHANICAL• < _. _. •. TENSILE YIELD:STRENGTH ASnd;0638` 9.400'ps.i: 9.500;ps I 2 7/fl!MIN: CLEAR t..2 J/4 FLEXURAL STRENGTH AL YIELD ASTM-D790 1.2,500 p.s.i. 13,400 p.sa. SEPARATION CLEAR FLEXURAL MODULUS. 'ASTM 0790. 340,000 p.s;i. 345.000 p.s.l. BETWEEN BETWEEN 03.7500 IMPACT: TABS 03.0000 NOTCHED,iZOD .ASTM D256 18 FT-Ib/i n 17 FT-1b/in Darucs 0625° _.I 0fi25” `., T FlR B IRNIN- HARAC?�RISfI c• !SMOKE.DENSITY ASTM D2843, 47.2 7 64.5-y,MAX SECTION .Y—Y RATE OF BURNING :ASTM 0635 1 C'-1 CLASS C-T!CLASS SCALE: 1" = 1" .7500"1 SELF IGNITION' AS1M`g192s 1040•'F 980•F WEATHERING:, -ASTM:6155 "TENSILE STRENGTH AFTER.WEATHERING ASTM.638' .9302 p.s:i. 8840 p..J. EXTERIOR ELEVATION' TENSILE STRESS BEFORE WFATHERING' ASTM 638' 8461,p,s.i. 8880"J. SCALE:', 1"_• .1` 12'MIN CLEARANCE TO.BLADE BOTTOM, TYPICAL HV WINDOW BLADE (1, AND; SCALE: 3/8"=1 pQkM/AA� ONATE HV WINDOW DETAIL " —zF rt' CC % = FLORIDA :BUILDING.,CODE(High''Velocity Hurficone Zone) 11' J•VCNSP�•.• �, ' ®2017.TILTECO,INC.(ENGINEERING), ©2017.EASTERN METAL'SUPPLY. INC. No 4416007 BERTHA HVTM /IMLA S S A Accordion Shutter System' Eco INt. LV.BLADE 11 W/OR•WJO H.V!WINDOPI BLADE&HV.BLADE • �' -" TILLIT TESTING & ENGINEERING COMPANY American ShuHer Sgslems REV•NO, OESCWPf10N. DATE DRAWN BY: LC. %6355�K,W.36N.SL,Ste 305 VIRGINIA GARDENS,FLORIDA 3316 ASSOOIO}�Onx InC: 1 OED;75-079 07/26/17 .DATE .07/26/17 �' _Phone:(305)871 1530 ,Fax•.(30.5)871=1531. 4268Vlest'Roods Drive 2... •a-man:t0lemoaol.c"m• West Palm* FL 33407 - DRAWING No 3; EB-006719 Phone: (800)432-2204 Fax..(561)209-8380' 4 1,7,— 02 "- WALTER A.TIWTIJr.P.E. P.EFLORIDA.Uc.#44167 5" _ .SHEET. _ 6.` 27'OF 26, • GENERAL UIMRATIONS AND CONDITIONS OF USE FOR BERTHA (MM ( > 1.MAX.A.S.D.DESIGN PRESSURE RATING: P.. +110,- 110 s f: @_7 Y Y Y Y - 2.MAX.' SHUTTER.SPAN:96•. 3.ALLOWED'MGUNTINGS:A D.G&H ON SHEETS 6,7:AS WELL AS MOUNRNGS M,0,T.U&.W ON SHEETS 18&19. ONL EItMATES z YOUTRYAI��CSL).D W. BE MCLURRED O(BOTH AT OSING EXTERI0 YO� CASE OESS SIDE F WITH PO 11NG Ow®� g4 Op 5 CEMERAIATE T6 0, 5.(A)HV WINDOW BLADE"RSHALL ONLY ALLOW A MAXIMUM OF'5''OPENINGS TYP.F1,.END (3,'D HOLES)FOR 44 PER BLADE AT,SPACINGS SHOWN ON SHEET 27.. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 9 OF ANY 3.0 HOLE FOR®SHALL BE 12•. MAID 5 WINDOWS ALLOWED AT HV C FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BIFDE0­0 () WINDOW BLADE 1 (D)HV WINDOW BLADE 1@ MUST'BE USED ALTERNATE TO A SOLID HV BLADE 1D' THROUGHOUT SHUTTER'S WIDTH.. (E)CENTERMATFS SHALL ALWAYS BE INSTALLED'ADJACENT TO A SOLID'HV o _ s BLADEOA7 TITHER SIDE'OF THEM. 99997L�1L1 (F)POLYCARBONATE-HV WINDOW n44 SHALL BE INSTALLED SO TH TABS FACE SEE END 'S THE INTERIOR CF THE OPENING S NG PROTECTED.HV WNDOW 44 MUST BE CONNECTION Q ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID BY LSSA, OETAILS.ONINC. SHEET .11 TYP. Btl � FULL HEIGHT. ' BS S 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME I 4 ��F NOTES ON SHEET 16,AS LIMITED BY SPAN AND A.S.D.DESIGN LOAD(SEE P P 8 �� 1..&2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS WTO POURED CONCRETE OR�NCRETE BLOCK WALL ON SHEETS 13&14 AS LIMITED BY SPAN AND AS.D.DESIGN LOAD(SEE NOTES 1.&2 ABOVE). AZ I(SEE PLAN FOR REQUIREMENTS) 8.MINIMUM SEPARATION'TO GLASS SCHEDULE D H TYP TOP&BOTTOM 1Y ) OH�Op lelaO) NUMITED WIO SHUTTER SPAN MINIMUM SEPARATION TO GLASS ELEVATION` MN SEPARAnON TO GLASS 96'Max s EXISTING CLASS JEE�50iED1AEON SHEEP 12 FON BIDE p:------------- -----L---------- ----- ---------=---- 2q fii W/&EXTERIOR ONLY) "\ TYP. \ \ - ,\ '.-**\ I TYP.951 F//. YM W/ W/O (SE NOTE 4 ABOVE): `PLAN — 21 ' 1 TYPICAL f1� HV BLADE WORKING IN UNISIDALWITH HV WINDOW BLADE 64 SHUTTER*.0110-" 1EASFLORIDA BUILDING CODE(High Velocity Hurricane Zone) �\rN c••.� $' Q2017 TILTECO,INC.(ENGINEERING) ©2017 TERN METAL SUPPLY, INC. OCC ��. BERTHA HVTM 44187 '• /► S A Accordion Shutter System L E C O INC. ■ V.BLADE 01 W/'OR W/0 H.V.WNDOW BLADE k'H.V.BLADE ••• 1, 6335`LIT N.W.36th.TESTING 4�Sb.305. YIRGMIA RING GARODLS,ROPoOAN3J16 American ff6r Systems RE I OESCp5-07 X36 17 DRAWN TE,BY. G7�O e Shu ms Association Inc. 1 OLD is-o79 07 26/17 •�• ����IL, Phone:,(305)871-1530.Fax:(305)871-1531 4268 Wes( Ro0d9.Drive 2 �(tt�S1"•'��� �11 a-mall:taleco®aol.com West Palm Beach, FL 33407 3 DRAWING No V 1� EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 17-102 �T1, WALTER A TILLR Jr.P.E 'P.E.'S'M1/909--6E/DATE FLORIDA Lia§T 44167 6 SHEET s' 2& OF 28 EQUIRED MINIMUM ;Es; INSTALLATIONS. W/ ,n HV 'BLADE '& HV. CENTERMATES., ,0. -.� , -� r- �rRs x 1 a/z x o.o7s^THICK — - � 2 Doo Ma° Mln IAgTM A-657 GRADE 40 '2 Ma><. .INTO METAL 'STUD WALLS, *' X0083^ :gL . Min.G-60 GALV STEEL '0 436 METAL STUDS AT 16'O.C: W I -- ,®6.OG ,40 41 °•O� 0 0 -------- a7s• * 3a 1/4"k; NOMINAL w W J Vz' 3 GENERAL LI 0 AND CO 10 SI 0 . USE AL MINUM SLEEVE ' — FOR BERTHA., HV BLADE ACCORDION SHUTTER. 6663-T5'ALLOY ,REQUIRFO MINILIUM� ; MID.- 430 6i C,N C' �.12, 'N��- SYSTEMI'INSTALLATION�TO METAL STUD•WALLS- 1:NT.. 6 t/4•R'0:035 THICK Min.'; 430. EXISTING FINIS H 39: ' I'_ za1, - .., P.01 V SEPARATION TO GLASS 'SCHEDULE '. 3.660` GALVANIZE FASTENED AS NTIX SCREWS ON AS APPLICABLE. i I - Max. ,ASTM IZED GRADE 40 M Gr60 ®,s'o.c. ' m 1. MAX. A.$D.OESION PRESSURE'RATING: +75,. - 75 s:f. WIND'ZONE MINIMUM. .. - CONT.,GALV.STEEL TRACK CHANNEL, I I dNTEFLIDR&E%TERIOR,FACE i I j w. 2. MAX. SHUTTER SPAIN:.64" :ASTM'E-.1996'' .SEPARATION,: �R3� ENGTH MIN:SEPARATION i I TO,GLASS EXISTING.GLASS.�: .. G . To Glass �' 3..ALLOWED, MOUNTING: MS ON THIS SHEET. (SEE SCHEDULE) . . - 43 N Ot T1iRu,,3. 11-4- —20X3- BOLT' MUST'PENETRATE 43c 111 t„ 43 EXISTING FINISH' m• 4. ONLY, C)IJTERMATE 21 W/' 24 HV LOCK.ARE'ALLOWED - II; AS APPLICABLE i 6 WITH,21 AR GED N A S METRICAL LAYOUT. 4 4" REQUIRED MINIMUM, �I 1 USE''OF (2) 35 (6 LONG; MINIMUM) MUST ALWAYS,BE 1.373'.. 1.3/4'x 6 1/4"x 0.035 'TH1CK..Min 1 - - - CONT.CALV.SIEEI.TRACK'CHANNEL;I 43c 436 I „ I, 1 I,' INCLUDED�ATXT,ERIOR OR INTERIOR ACCESS.'SIDE�OF a,1 zso•:. '- .oso vg ,'ASTM A-.653'GRADE 40 Nin.C-60 - I I I GALVANIZED FASTENED TO',SND_S, I ®6'o.c ®6"D.C. - _ CENTERMATE., W/(2)16x1/2'TEK.SCREWS INTERIOR di EXTERIOR.FACE I 1 'N 1,/470-20 THREADS Mln.' BLAOE'SLACK DETAIL HVF IS VALID`FOR43C 1 4'ID ELCO:CONSTRUCTION ^W a •- t/2^ 12 38 CENTERMATE 27 APPLICATION WITH BLADE PRODUCTS FAB—'LOK HD REQUIRED MINIMUM W I 74 tOS�} 436. 6 1 1/2•x 6535.THICK •�.• ' S s• o.c. COMPONENTS MI lSTIA A-653.GRADE 40 •^ s- -� MS.'�IALL.HEADER/SIL'L INSTALLATION. I n.C=60 DALV.STEEL, 's. EXISTING�FlNISH AS APPLICABLE 'SCALE: 3/8 1" METAL STUDS AT 1v O.C. ..+A�+r'• - - �(i,YP.,SOP k BOTTOM).- VA atIv;_�•�♦::.._IIII III1I,3v'Y:„r_;,,'t."..e.a';,'3+v_„;J.s..f♦";:+'ti.+. ,;II I'I�}r�•^e'i.•r�.z, sfiz.i..•�rr•,'_I'iII I'i_I..'. *�• - ST-ITN''.G• Yr1. ...Ii Ii '` a ' r,c—i IiB—t'••--.__♦::_Y —•s — `a, i;I jIi ��;Ill,x} -- — I I 1 3 4 ")x. 6'1/40x,0.035';4 T H ICK J in .ZEXI ;GLASS GALV.STEEL TRACK CHANNEL.: _ 3Tin. SD voc NIZEOSNASTUDSA %z TEK sGlwS oq;zSYMTYCLSMIN,SEPARATION NTERIOR kEXERIOR;FACE430 4CENTMATES Wir'CENTERMATES W/ + TO'GLASS z• (SEE,SCHEDULE)' Max.ACCESS .SIDINTERIOR ACCESS SIDE,-j•EXTER OR I ----- ------ ------------------------ -- ---- ------ --------- — --- -- -----------_ --- - ------------- .. 6•(TYP:). MN.4PAWTION TO Gus : I pJ 3 MN SEPARATION TO CLASS I N W/OSDE LOCK(SI 9]EDMA (6'Min.' W/OUTSIDE LOCK(3ESDEME) _ .. __� - - - _— - �_+1 - = _ - ---- --------------- ---_--- ---- ---------------- ' - ---- -- -{-_ - ------ --lot : - ---- Y' ------- --------------- Y, --------� -- --- ---- --_ __ ------ _-- - ------ ------- - -- - - - — - ---- - -- --- ---- -- -_ — -- -- -= 2)"42. _ I ,,1 2•�' ,,I - 2.1 Z�, + 2'� 1 � LOCATED.'AT iZ I ' ---- - '-- ---------- -- ---------- ,HV L1 E1 R/SILL,ENDS --- ----- ---, ------ --------- - — --=--------- - --- --- -- - ' ---------- 'VIEW Y' 4 2 3 1 4' 3 Sg"Mln} Z4 'SIDE CONNECTION TO';TRACK HV .6 1/2 (TYPO , ie - T .6 1/2 MAX:SLACK #?k / (TYP) I /iii _ (cont.) WC! ,BLADE 'SLACK DETAIL :HVF FLORIDA BUILDING. CODE(High Velocity .Hurricane .Zone 1 02017 TILTECO;'INC..(ENGINEERINO) ©2017 EASTERN;METAL SUPPLY,,INC: 140.44167 BERTHA HvTM` A S �',.A Accordion Shutter System ;2 I L E C-O,IN:C'. ■., ■. ■ V.BLADE'#1 V!/I OWWA H.V.VINDOW.BUIDE&N.V.,GLADE " - ShUfter-System LY.No -OESCRIPTTON- DATE nRAVM HYi- -LC.. .. MPAN L,S-306 VI CINLA RGARDw American .Inc,tem R-I -PUD*1s=078, 07/26/17 DATE: 07/26/17 � �.. TILLIT TESTI GI CO / A s 66 .8755 NN,76th 5 R 5;FLOPoOA 3316 Nv Ph.a (305)877 1530 Fdxl (305)871'-1531 - 4268,West'Roods OriVe' 2 A�. a-maI lItc Oool.eom- - "West Palm,Beach, FL 33407' -3 DRAWING No' ' ...�r•i• Ee-0006719 'Phone:.(800)432-2204 . FOx:'(561)209-1080', --4 - 17=1102 WALTER A.TILLR,Jr:P.E. . :, P.E.SEAL/SIGNANRE/DATt: FLORIDA ue:.P'4416 5 HEET'