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RECEID SEP 2 9 7016 BCI$Home Log In i User Registration Hot Tap7cs Submit Surcharge Stats&Facts I Publications FK Staff Y SCIS Site p ' Vgts Search usinest, Pr I d��SSIf tta� Product Approval ion USER:Public User Prcducr Avomval 7aenu>�rodu�? r n7ctach;1 4,„c.�j>,4^.•i;:,h':oi?L.V> tication Detail i - _ r FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Rhone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetai.com y Authorized Signature Bill Feeley i Iradriguez@eastenimetal.com li Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email I Categoryhutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architeo or a Licensed Florida Professional Engineer I i Evaluation Report-Hardcopy Received,; ;I Fiprida 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 12j31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received t P Certificate of Independence EL:359 r... 2t._HtJ_' 014 C NPN! '�l2 i 7 Referenced Standard and Year(of Standard) Standard ! Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 } Equivalence of Product Standards Certified By t Sections from the Code s Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/0712015 Dqte Approved 06/22/2015 S U' mmary of Products FL Jl Model,Number or Name Description 3139.1 Bertha HV Accordion Shutter- Extruded aluminum interlockingblades ret lined by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Omits of Use installation Instructions EU ._RTi...AS�,S.A� Approved for use in HVHZ:No Q. M, Approved for use outside HVHZ.Yes Verified By:American Test Labpf South arida Inc. Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:Large Missile Level"D".Max span is 12'-7"for 35 psf SL369 __3 ppsitive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window t)lade,5'-2"for 110 psr ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9-6' f6r SS psf HV3 blade w/winclow blade working in Onison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See Sheet 5 for other spans and ASD pressures. n.2 t8;ertha HV Accordion Shutter-Blade Extruded aluminum interlockingi!blades retained by tracks I Only- (No -085 1 Only-(Non-HVHZ)-Drwg 15 (top and bottom)for storm protection i Limits of Use I Installation Instructions A JI Approved for use in HVHZ.No FL389 R8 5_-Iz 5yllff Approved for use outside HVHZ:Yes Verified By,American Test Lab of South f lorida Inc. Impact Res! S Created by Independent Third Party:Yes .Yes Design Pres=ZN�J/!� Evaluation Reports other:Large misltzw-al_D".Max.Span is 16'-0"for 30 EQ59 R8 AE n. LtJK:: P 0.,s.f negative ASD load depending on centermates and Created by Independent Third party;Yes liticking rod configuration for the HVI blade,8'-0"for+64, .72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s,f.for metals stud mountings and 8'-0'for 110 p.s.f.for HVI and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other Spans I and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlockinol blades re i ained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm proCbction Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Verified By:American Test LaUjof South I lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes benign Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load _FL38_qR8__A1_. AS.S.A. kt-_. PIER. for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively F- Contact Us: 2601-lair Store Rood,Tallahassee FL 32399 Phone:650-487-18Z4 The state of Florida is an AAJEE0 employer.Copyright 2007-2013 Stale rf Florlda ::privacy Statement 4:Accessibility Refund Statement Under Florida aw.email addresses am public records.JF you do not want your e-mail address released In response to a publi-4-rawras req t ast,do not send electronic a Pi cant:o S-1,0.455.275 c�ail to this entity.Instead,contact the office by phone or by traditional mail.if you have any Questions,please contact 650.487A395� (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department witli an email adress!:`they have one.The cmails provided may be used for offIcIal"mmu.nintionwith the licensee.However email addresses are public record.If you do not wish to Supply a personal address, ylease Provide the Department with an email address which can be.made available to the pubs;:.To determine if you am a ikensee unde,,chapter 455,F.S.,DleaW cikkhere. Product Approval Accepts- 0 99 M a Deck Card Sat e GENERAL NOTEs: I.scWHA 1t,V,ACOORUtON SHUTTER SYSTTlf SHOW ON THIS PRBOUCT EVAILLaoN 04CVMplt fP•E.0.3 Wl9 RfEN MIF1EO FOR CCMPINNCE fN ACCORDANCE PSTH'RHE 2Dt4(0th EDITION)OF THE FLORIDA --••---.-- .-•..-1 BWLIING CODE.7Nf5 ACCQimtOtN SHURER SYSTEM SHALL NOT BE IN5TNLED AT HIGH VEL HIJR ZONES, OMMN WIND LOADS SHALL Be DEt6A$AHED AS PER SECTION te20 OF THE ABOVE MENTIONM CODE,FOR A BASIC WIND SPEED REOUIRFO FEY'rw SLITBSDI *f4 WHERE SHUTTER WILL, TABLE OF CONTENTS BE INSTALLED MFH A 07HEG1gNALRY FACTOR XasO.M USING ASCE 7-10 ANO WNL NOT EXCEED I'M MA6ILUM(A.S.D,)DCSION RIESM E RAMSINDICATED ON SHEETS 11 IN RU 15. 19&20, a M DRUM TO VERIFY THE ABOVE CONpffON.ULTIMATE DESIGN WINO LOADS OCTU NINVO PER ASCE 7-10 S+IYA.6E FlRST REOUVED To D. BY MULTIPLYING THEM 6Y Be IN OROM 10 COMPARE THESE WJ MAX.(AS.0)DESIGN PRESSURE RATINGS INO1CXM ON SHEETS t 1 THEN 13. 111&20. GENEIFAI.NOTES S1•F.$T 1 IN OROpi To VERIFY TINT COMPONQHS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER SiREL'STD.A 33 X INCREASE M ALLOWABLE•STRESS FOR%NO LOADS WAS N$USED IN THEIR SYSTEM COMPONENTS 1-20 SFHEU 2 ....ANALrZ.HOWEVER.A WINO WRATION FACTOR CO-1.60 WAS USED FOR VCMF"TION OF FASTENERS IN WOW. CODC.AS PER lo't D COMPONENTS 21 17 SHEET Y .....:_„..:,_ - ..BERRM►rN.Y,AfO:OR090f4:SFN7TF:FF^aYSFEY'S..ADEOF)W"Y•...:FOR IYRrD.AIN..LARO[;L+iIE.IMPINCLADAG,H&S.,BUX VEF kL. =M ,U1,.ACCCE.LOTM.KCIION..J6D9,L2..Af.,T7fE tl!7(7'.VF.!dF. i..... ,:•. ...__...-:.-iYPNDAL-�9HIRiER*#59:(BT.Y::.:•38-i4 :•.•-.. _.-..SME6T.4-:..,,..-.. ...__.. AIL REPORTS, ntNCA:WBNOOW BLADE&WNDOW DETAL •-FLY MADE 01 10214.01-0&f0715.01-03,1100441-01%01274.01-OS, 08317.02-06,10609.01-10 AND 80710.01-11 AS PER TAS-201,TAS-?M AND TAS-203 PROTOCOLS N%D ASTM E-•1860 BSAM(1)AND W C AND E-1998 STANDARDS(MISSILE iEVF2.D.RIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS IAWE MIS51lE (WHERFE M;v l= ) -IN WMOOW BLADE 0 00505,01-03 AS PER ASTM E-1888 AND E-1996(MISSILE LEVEL D.AWND ZONES 1.2,3)BA51C PROTECTION ONLY AND III 0725.01-,M AS PER TAS 202 PROMC!L, TYPICAL SHUTTER ELEVATION&NO110 ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCREIE/SLOCK SHEET 6 2. W BUMF()AND IW WINDOW BLADE % An ENGINEERM TO WORK IN UNISON WITH F'ACH OTHER UNDER THE GENERAL.LIMITATIOM9 AND CANOTRONS OF USE INDICATED ON SHMr 19 INBTALLAIM DETAILS G-M.CONCRETE/BLOCK SHEET 7 CEN7ERMATk DETAILS INV SHEET B S aMm II.Y.ACCORDION PINS(RN SCREWS),USED AT.BIM3 KNUCKLE AND FOR DIRECT MOUNT CV,9ACRON TO TRACKS;SEW,L BE/14x2,76'AND 014.1:78'RESPECTIVELY,410-HT MNJI M SONES STAAAESS MEL SCMVS WITH 13&0 Ful YIELD STRENGTH AND 180 W TENSILE ST ENGTH.PINS SHALL BOf E COATED WTIF BERTHA W DACRfSJ.0 ODATNG SYSTEM AS MANUFACTURED BY APPROVED CENTERAIATE AL.'lEANATING DETAILS HV SHEET 4 COATING APPI"70RS.REGISTERED WITH AMERICAN SIMTER SYSTEMS/AIICIRIIDN.PIN%MUV BEAR ME ITV Wa`TNC ON THEIR HFAO. 4,ALL AUMHUM EXTRUSIONS S J-8F.AVIWNUM ASU"TION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MiNMUN YIELD STRrENGTH FOR OOW7 Y6 ALLOY IS 30.0 W AND 35.7 kgi FOR " 14 SPAN T DETNW I�-6,CONCREIF./DLGCK SIM'HIELI 10 MAXBIUM euPAEI TABLES SFtEE1'11 6605-15 ALLOY. ANCHOR SCtHEOIR.E^• CONCRETE&BI.UKXN SHEET 12 3.ALL SCREWS TO BE MAINLES'S S'113M 504 OR 316,VASE SEAS OR CORROSION R0%VSTMT COATED CARBON SIM.AS PER BIN?Hr018 WITH 50 f.a1 UK YIELD STRENGTH AND SO W MRN.TEN54S STRENGTH. ANCHOR SCHEDULE-CONCRETE&ULOCK SHEET 13 AND SIMI.CQIPNY WJ FLORIGA BUIUNNC CODE%CCI N 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE A BLOCK SHEET 14 B.90LIS TO BE ASM A--:307 GALVANIZED VEEL,OR ALSH 3H.OR 316 SCRIES STAIN;MS STEEL Milt 35 k,)MIMMUM YIELD STRENGTH. ANCHOR SCHCOULF.:-WOOD SHEET 15 7.SEE THE HOLLOWING SHEETS FOR ANCHOR SPECFTCATOR&FW SIAD£a: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALIAnON DETAILS S-X-WOOD SHEET 17 W SLAOC Q>k 0 WONXIC IN LINISON: 12,13&15 ENDCONNECTION WAILS 7-12&X.WOW SHEET 18 B.THIS BERTHA H.V.ACCOW"SHLIVER SWIM BURS:A US. PATENT 16'779,582.COUPONENrS OF THIS APPROVAL-ARE.COYSE.D.W WHOLC OR IN PMI'U7 U.S.PATENT/3'458,179 ISSTIED TO EASTERN METAL SUPPLY,.NC. �I� BLADE .� AREA.3: HY Wi ONLY 9.R qKL.BE THE RaMNSIBUTY OF THE CONTRACTOR TO VERIFY THF.SOUNDUM'OF THE STRUCTURE WHM SHUTTER is TO&.:ARACHbD TD CNSURE PROPER ANCHORAGE CCNTPA:TOR TO 5FA./CAULK ALL SH4/TrFA COMPONENT EDGES WHICH REMAIN,THRII FASTENING IN CONTINUOUS CONTACT WITH TIE MILD W TO PREWW WIND/RAIN INTWSION, nt,=L SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST HEAP PERWENI LMFL IN A VISIBLE KAU WITH WMMM NOTE OVRING PERIODS OF HkIRR+GWE WAIWNGS NOME OWN-R,IENANf,OR OTHERS,MUSEPROPERLY CLOSE ALL W AND NO ARE.g. HY WINDOW MAX C7)ONLY T2r-NTET4U.TES AND EHCAQE OR LOCK ALL W AND NO LOCKS. 11.SHUTTER MAAI)FACHtREWS LABEL SHALL BE LOCATED ON A HEADILY VISIBLE LOCATION AT ACCORDION SHUTTER v-1 AL'GORa*cE WITH SECTION 1710.8.3 Of FLORIDA BUIDING CODE.ONE LABEL51W.L ERG INSTALLATION DETAILS, METAL STlD WALLS SHEET 2A FIACED FOR EVERY(OPLTENG.LABEUNC TO COMPLY WITH SECTION 1710.6.2 OC THE FLORIDA SIRLDING COPE -•^^�--^----` "` 12,BERIHA.H,V.ACCMtDWN SHLMfER SYSWS INSTALLATION SHALL COMPLY WIRE SPECS INDICATED IN THIS DRAWING PUTS ANY BUlLDMG AND ZONING REGUTATCNS PROADED FT'/THE:JURISDICTION WHERE PEEMT M APPLIED TO. 13-(o)IMS PX-D.PREPARED BY THS EtNG9NFIR 14 WNER)C AND DOES NOT PR�4DC INFORNATIGN FDR A SIM SPECIFIC PROJECT;i.e.MM THE SATE COMMONSI)CAMTE FROM THE P.6D. (b)COMMAMOR TO BE RESPONsRILE FOR THE SEUINION.PLXNCFDISE ARD RN7ALLATWN WAIRIING UFE SAFETY OF THIS PROIXICT,BASED ON 1146 P.E.D„PROMED HEJSHE DOES NOT OLVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED DN THIS DOC1IMEN'L COtNSTPo)CTION SAFETY AT SOC IS THE COHRNADIOR�RESPONmR3TY. OBTAIN PERMITS IN THE. STATE OF FLORIDA (a)THIS P.E.D.PALL BC CONSIDERED INVALID IF ALTEW BY ANY FO MFMNS: MSITE ST;GFTC PRO3ECIS SHALL BE PREPARED By A FLORIDA REGISHRED 04GINEFR OR ARCHITECT WWR W U.RECOME THE E1NdHEER OF RECORD R THE PMECT AND"DAMIl BE AE FOR THE PROM USE Of'THE P.E.D.EM4EER OF RCOORD,ACTIO AS A DELEGATED EJNOIIEER TO THE P.E.O.MINES SWEL stWIT TO THFF,UTTER THE SERE SPECIFIC.DMAU4S FOR REVIIII, (e)CR MAL P.E-rL SHALL.REAR THE DATE AND WORA+L SEAL AND SIGNATURE OF THE PROFES'910NM.ENGINEER OF RECORD TIMT I'REPATIED IT, 1 FLORIDA BUUIISG CM Non High Velocity Hurricane Zane A f-flo ®2a1G FA9IERN NEPAL SUPPLY,I7IC. 01 CF y ... ?� - T31 + ` CM _......... cc r . n u _ ............_ ..._. _ .__............ .._.............. .._....._ ....... ...._ ...... 0. FAV.MAIX#f W/OR W/0 H.V,WIND V RAM h TILLIT TESTING &ENGINEERING COMFANY American stsutt°r SysternS asocFnon DATE o V<tN ut N.L OF A3ss NW.xm. ,s..3Ra,vmvua ccas.R6.nom uta "uc}otian, Inc. + aD It-142 .119 T3 Pxtz 4/73/t�_ (Y( Fn4268 WOGLr00d0 D'lVO 2 �.-t - ase (305)B71-4530.Har:(305)87T-1537 DPAWING NO iS'•'•-........• k, r a-moR:1IIxo0ad.ron Wes( f?O)rn (leOr.F,, R. S340 s 15-485�Nhl L ENS Aa` WALTER A.-)LUT J,.PF- ;Inn" . rHriHr .VIAL ;Inn" 41167 0 _.._.......-_...._...�_._.......__ 5HECT' I3,t. SwIA./59UlIfiURE/DATE. 6 o 5)HV gc/-Is(y S KER S p U 7" ovAGnEo FOR usr wl i-ry mg)FQ) 04 W 8LAIE,�l modw WIM 600 T5 ALLOY AND TEMPER E w KV 6083-TO ALLOY ANO TrWFER ISEE LrAOTADONS OF USE OF WAVE ON SHEEN 19 SLADE j 7 x or • QUALIFIED FOR USE.' (f), LK—OVER TR6QK OVAL IFIED FOR E W/fiv QUALIFIED FOR USE W1 JIV QUALIFIED FOR USE W/ fiv BLADE 1 6 QLA0001 ONLY. "fp 606:5-10 ALLOY AND TEMPER WALIFIFD FOR USE W/IN SLADE(" VAR 1�aml 6065-T6 ALLOY XO TEMPfR I-AW Ula -AW'. q&N 22" }!Y CEILING HEADER HIM-HEADERISI QVALfnES FOR U V// Ifwv Ell ONLY 91LING HEADERIS1 QUALIFIED FOR USE W/ NV 81-4n ONLY. 6063-T6 USE, QUALIFIED FOR UlSf�*W/Ilv SLADF.Q') SFY* SrCTICINS FOR NALIDIP W3-TO ALLOY AND TEMPER SEE SECrIONS FOR VAUOffY R USE W� 6063-TG ALLOY AND TEMPER nu!i,40 6063-445 AUDI`ANO ICN.LR WUPW�Nt A 0 Il T2 x y I ii r 0 3.1- .......... ----------- 2* V MAX, 0192* DAW rEo roR u5E MINUM ANGLES LIRIED FO•S USE W/Ifv FOR US D. 60611_1*6 Y AND TEMPER • 131* 6063-T0 AU,0Y AND TEMPUZ L FLORMA BUILDING CODE(Non High veloci livaicana Zone ............................... ............................ ................. A JQcox z KV.SI.AM#1 W1 CR W/O KV.WIN"aADE TILLIT TES-TING ENGINEERING COMPANY Amerfoon Shutter Systems -a Assoclation. Inc- OLD 11-02 VP-.1(305)OTI-Wo.I'M:(m)8V-1531 4268 Westiouds Drive W93' Pollin SLach, FL 33407 wkiV a Tu4,rx 'I , _ ......................... P.E. RrAWA 1.1-4 S7 s SHEET 2 0 20 21 -T aazM ---------- rr 04) OEM, Fma kff LOCK 0 NY cqgrms LOCK KV -To ALLOY ANO'Trup TV SLA)r,I — —.., 11"*/ �w IC 8 L ow, .250'0.9. 6063-TO ALLOY A.", 'EuU,MMC SEE) FOR PUI�v;C KV�tMll"VC�,lllmk.y 6043-16 ALLOY AND TEMPER KAVOC NEW) • umm 70", ......... SCREW . -Alolr- amw, 2 INAFTER RIVETING $ME RIVENgG IT* 1. *lM 9444 AtLAMM(2024-15 ALLUN)LARGr FL" TM SKEET 1AR500,PART f WJO,A$MOWACTUIltir tlY Xytt(L "Em a pa:1 CSB; YVITMK Mft"W,MW JMM 07054()R POW. WONT CUKCION LOCK M=M' w IF -T CV&MDUAW OVAUVIR) tOR USE HV BLADEA)amy W. ALTERNATLVIE '1 '0 USE V W QUALIFIED FOR US(,,-.W/HY BLADE Cl ONLY OVAUFIrD FOR USE W1 HV 9LADE ONLY W/HV BLADEOt ONLY,F USG QUAl IF(4r.DAQfE Oml.y. 6043-76 ALLOY Age TEMPER 6063-16 AL10Y AND TEMPITI 13 MN"OR 14' - A 0.073,Nati (2�f) Hp Cc _w/ MIN G RODpjj °a at ouminm FOR use wl Ov sLADF.(f QUALIFIE0 FOR USE W/ f(V !SO63-T6 ALLOY AND TCkfPCn HR.CENTERMAT.9 S INSERT . 6063-T6 ALLOY AND TEMPER USE FRADE............. OwlIFILD FOR 600-46 ALLOY 11 MPVR VOW,. j /Z Owr embs), t-I U CYU&WR LOCKING ROD QUA ,"r,ALLOY AND TEUPCR HV 3/8"0-16 ACETAL HL BY 815004F HKMARC UMME LOGICS SERIM 2M NOOX BOLT LOCK A A110100 WILL REQUIRE A 7/16- HOLE 5kf�jm S.S. CREWS QUALIFIED FOR USE W/HNI RLADE(f)* 'T 'S FOR PROPER EMBED14,ENT QUAVnEO FOR E V HV SLAM [WIIB ODD[(Non Nigh Valocity Hurricorict Zoju, TRACY'S FLORIDA NIB 0 2013 EASTERN 5XTAL SUPKY,INC. ----- tr wse ...... ......... .................................. .......... stem .-Accordion Shutter A-*SSAA. .... American Shatter Syst "LLIT TESTING & CNOINEERINd COMPANY ems 41? &M 5t,.",Sul U.� Wk"NIM room AD-TA 33,6f A&vatlaflon, Inc. Mac.�(301*&73-V%L0*r= 4268 Wwjtroad.-i Drive DRAWING No 0% wal .... .. fit-W04119 West Paler, Beach. rl 33407 1811110 CR&tTuff&.PIE. P.E. S L SIGNATURE/CIATE c t 44+4474 -1 - 0 —1 or zo SHUTTER ASSEMBLY SCH5DULE FOR .......... Hv (D Hv Q 41 12 10 HV BLADE 1 43 2iNC RECESSED NYLON SLISHINC HV -ORT RECESSL NYLON (Typ) 0'" "-Af PORTION OR z- WHEEL CARRIAGE AfSj 302-303$ERIE, -x3/W THICK NYLON WHEEL. 2 7/fr W4, Hy inrow 0.188,111 NSI 302$FRIES S.S. alversctw EPA"" HV 1 3/4"A=)RCION PIN w/ 18 HEAI) EXTERIOR 0 GLAM I� 4 PEN]" ON C NT 4 I(V 2 -3/4'ACC.ORDION PIN W/ 8 HEAD acww 4 kR POLYCARBONATE IMPACT RESISTANT IN WINDOW jmmTYPICAL HV WINDOW D ME, Hy W I (DoR(9 or 43) 4. POLY-0 ROO kEQuglfufNTS OOR BAYER MAKRO1.014 3103 POINCARDONALE RESINS, UV-.STABILIZED GRADE OR SWIC ro RADE EK TI)4 INNOVATIVE:. PLASTIC I-EXAN 103 RESIN (D OR r�r (SNOTE "F' ON SHEET (9), (1) W PIN (0 SHALL ALWAYS Be. USED AT ALL EXIERIOR, v L3 BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W1 HV(�D OR POLYCAMRWILE SOI!Ra�S FOR HV 0 SLADE. EXTERIOR TYPtGAL SHUTTER TI gykr-w Meta TIFIZ14 PAOM"s HV PIN 1@1 Alf ""TOM (2) HV PIN @ MAY RE USED IN UCU OF C)91D ONLY ,vr EX(CRIOR BOTTOM KNOCKL15 OF HV ACCOI?DION SYSTEM W/ HV(j '4 �"2 1 1. ON w L"x W U AT 1/2 OF SHUTTER 4� OR 12,ABOVE I 1� li Sk AN If,-=s LIP IOV..AllO� 0=1TV"IN ELEVATION.W L USED AS AN INSIDE OR OWU OR TYPICAL.SHUTTER .ATtON. ff OM .FOR WMR PERF'ORMANCE OR FOR 50CURITY PURPOSM, UP TO T*0 W OR OE U AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOOKS TO OMMMATES AS kNikWED NOTE(1)ABOVE, 6 USED im 09AMM empap MAW=Q21MM lcv--Lm LOCKING RODS ARE NOT REQUIRED AT ' WRION.BUT MAY ENHAJ $WIER PERFO MANCX LOCMG RODS OR AN E DEVICE NW ALSO BE USED AT STAMW POSITION (NON HURRICANE POqWN). X LOOK J.�o�STUL BE USED AT CORNER CUMMAM FOR MY SPAN NY L4� 9 EUE Ang or P SMALL UE UAT ED AS AN OUTSIDE OR&SIDE I ATrACHE T800,0tLC0=ffg WTE -20'i 1/2*LOW FLATHEAD S.S.U.$,IWO LM[IrLD,(90 USED. Iff ,t%L 14�'# AT TOP LOCK S&BE AS ON TYPICAL SHUTM ELEVATION. tot,." MAXluUJA SHUTTER SPAN SKALI.BE DETERMINED AS PER "LES SNOIYH ON SHEET 11' kv LtV WK ZY ATION.AIL TE K s.TIiUMDSCREw TO q�� TER STaAN, 6. MANWORY 0ONDMON 0 me UQUIMM OWAIIAnOft ONE HV LWX f) of SMALL BE tv , USED AT 1/2 Or SHUTTER SPAN FOR ANY SPAN OR 12'ASM Oft BELOW 1/2 OF SHUTTER WM FOR SPANS UP SM', sNpwNt U. AL! -I T S A/T' .r' I AS AT 'I, Ng i rz F SHUT 1 .11 11"11" III I I TO W.AND FOR INSTAUATICW5 AT' ELEVATION, W U)(,X or or MAY DE IMD AS AN(MOE OR It— -:!M OUTSIDE LOM ATTACHED TO#or SYMMCITOCAL CMERA$,TES W/{2) 1/4'-20 X 1/2'UNr FIAT HEAD S�& SEE END OF U>CK:,"HALL RE Ai WDICATED ON TYPICAL SHUTTER EXEYA110h,USF;OF LOCKINO ROW W/ CQWECMN -t�MW 0 BOTTOM t.%COW-WElY UANDATORY. CK: ON SHEETS to ci> is TYP,RILL HEIGHT, �Y` Or",GORIER noms ON BY "T" LMS AND SIBIERMATES4 l4i-HP- LOCKS fEHjERM — w.,"n re W LOCK MAW USED IN UW OF TYP HUTT R ELEVATION ]CAL HV IBLADE S HV LOCKS(2.4 OR%I FOR ANY SPAN AND INSTAUAMONS AT ANY EUWA0OIL ALIER"VE NO LOOK 0 MAY 8F,USED ASANI&PH TTSIaLOCC ATWWWENT OF HD LOCK ipjlO%C�W/3 18 X 3/4'FK S&tilr,AND WQtl)KS FoF=REI I= AS SHOWN 00$ECDONS NOB-Mb" -WO,$RMT tO.LOCK WAY BE INSTALLED)Al WWPAK 00 12*MAAMVM PXW*OR AefYW.MOSPM,LISE or LOCKM ROM 0-p to C(WPLETELY Wrn\VL ---TEWBIJ M(Naf-1--migh Vewocfty 020f.5 Ezvum MCIAL SUPPLY,INC. BEFft"AV" TM ........... Acwrdion letter System W AwSmSmA..... RV,1�10 M-V0AXVAfVW EEADE TILLIT TESTING &ENGINEERING COUPANY American Shutter Systems $TATE OF CC M30clation, Inc. 01-011-1 ---15 IAM.! 4/14 is — F (w5)87I-Itw 4268 Westroods Dr;vo —.12_jn�L_ORAYANG No on l— West PoIrn Bva0i. 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W ONE HV -1, oft W/NO LOCKING WALL L-:MM,A110WASLE'WAN FOR A GIVEN WGATWE :l CFNIE 'S W/NO LOCK a ROk�(k S M. LOCK 801-TOM (SE 00pekor—&wow r4l' FLOW/COLING MOUNTING G, H,L 17, 1 T. U. w X WALL WAINVINGS(/DOTM)OR FLOCR/CELM: M lKWAIJAMONS (WEN A POSITIVE&:',D.OSSIGN PRF,.V.,LIW RATING, J WMW MAXIMUM SPAN -W FROM SCWMLF- Gvo.) Pl��Mw MEN A HCOADW A.SO,DESIGN PRESSURE RACING. I. AnLOR/ww uowmg - _ b.,: T 7,F_1TW_, 11 L-M) _64-9—T_L_01 WXUUM SaUTTER SPAN 'L+'OR*L-'FOR -V_DH A5_` Ali�_2L, _1 V try'-0" 40 iw-w 7_67--V 30INSTALLATIONS INTO WOOD WALL SE LIMITED TO FINAL MAXIMUM ALLOWASLE W'AN IS FOIJAI,TO 1114 16_O — i�'_ -- - Itl�d_ Im psl.ASO.MIS"PRESSURE ttxnxf;. AMR,IlEfiEWNED SPM W_rWMW'L.+*AND iX-10* 35 15,-r 40C-2." IV-2' 13'-w, 40 14'-7' 151--21 AT AA4 131.+I- 45 (3)PfWXURC TO OM74UNF M"MW SPAN FOR t IN NWER OFNIERWATE J3 MAY J)C USFa COMMTOONS IN WIVIM WALL MOUNTINGS I V.-V so Il',11 lx�I" MOUNIING,IHSTALLAPON�,LOCKING WE('.WlGATj0W, 50 12'-5- W1 FLOM/CFAINO MOUNTINGS; 55 _L0L_iKZi_ I V-10' SF _1 '511ALL HE AS INDIMIED ON MW_VFbDY CONDITION#1 ........... 60 11..,. - _1-1 � FOR A GVEN POSITIVE A,$.D,DIENIGN PRIF=VRE 4" _0-_2 IF-iF_ NOTE It"Surla 5� RATIM iF..:iO 11-F azTr 65 W-, 70 ....... I,w+-WX.SPAN FOR WLL MOUNTING IN9IALLADON3. W- Ill-MAY.SPAN FOR 11WRICMINO MOUNTING ttExCkpr THAT MArilm sHum:pm-L.#-OR INSTALLATIONS. 'L-*NO UA)MM&S.D.OMW,; RATING FOR INSTALLATM INTO(X*OTT(.OR DOwRM OL(XX FOR A WEN NEGATW.AS.U.DESIGN Pft'I%IRF RATING: SKAU.At HVIIM AS M,LCWr CONNECTIONS TO KEYSTCRIE M0UtlTIf;C OCIMMUL U-, VM.WAN FOR WI.I.MOUNTING INSTALLATIONS. LIMITED TO +64,-72 V�01 AAD W-0- SPAN, WE L2-.W.SPAN FOR FLOOR/CCILINCI,MOUNTINV MOUNTING tMoN swxr -7: INSTALIATIOtM FIWIL WXWJM A"MAEUE SPAN IS FQtK TO THE IG 110 W-.2* 7' BETW.M*L,+,ly+%*L-'MO ........................... 120 W�1. W-11* _T0 SEPAR ATION GLASS CLIEDULE 7 (4)GO TO AWROR SCtOULC WITH FINAL MAXIMLIJ AU.0"IE SPAN AND WAIM A�fb. DEI.= TO OrMWIUE UAMUUM ANCHOR PRESSURE RATING T _Z, WIND ZONE MINIMUM I "T 7� ASTM E—1996 0 SEPARATION TO GLASS 7;--' 155 5'-5' 1 THRU 3 160V- '5`-2 W 11* * 7'-)' -71 5 io 5--t' IF e i;r W-.n* kA06'-tr . ....... €80 185 105 g•._5" d'-H' 10 HY BLADE 70.5 1 6`_l" 1 4'.-1' 1 ��:nl • r205] FLOMBA BUIIDiMG CODE(Non Higt) V01OCk Hunicane Zone] 6;10 11;CAMM W-M S~.WC. ot h 'Tit "Al F39RTHIA ... ....... Accordion Shutter Systera I L 1EC0.jHc_ I.... TILLIT TMNG & ENGINEERING COMPANY tMIN e6y,140y Amertcon Shutter Systems ary. B IF S Assoctafion. Inc, 1-32 4/1,1/15 3��_- 4j plf�1.5 = z_ -- W1-01 ft.—;(30SWI-16".--;(z0)ark-kcal 426F Weatrocds Drive S SlAft�Op .x,* 6t,._0W+_, Wost Palm Beach, Ft. 33407 DRAWING No flCO (, .*<I,- � al-COW71 9 WWII ... ...... 41 YR A.'Itur.1"P.E. 15-085 Ww"u" 1 44167 Alf SHEEP _10"F 0 &S-1 DESIGN cc) �}NW/N7t�"WI CONCRE)-E'OR OONCREETE ANCHORS SPACING. {F(�,TjQ POImCOWFM 4.mom UPCON OR WA.L HGTfC 140UNHNQ WA,L H' MUIRNiNB /l WALL ygppTX yW U WAL,SILLUNTINQ (R)WAIL SIU.. A WALL HFMFR/SILL TAPOON WfIN ADVANCED Spy4 W W. 4'� W N M"UNC T_HR£ADFORN T£CHNOIADY (7t) IUD mot evenI , tsa D65B111LaffC,,,_.. .W NIMIt7fgP,9 racs�._ ..._...._. _. .._._---• _ _N _....._. _. A.U. PCPTTS SOIJO-SET e......._.._... .. _ 00.._._ _. ...,. .__.. ..._ ,. •WAN• b 40 80 71 90 120 13Q ]ff 40 30 TS t2D 80 206 3b /3 W 720 160 2 30 itl 60 73 80 720 t00 38 40 DO 70 12R DO 30 {0 . , BO 120 1D0 GLUE TAP T-0 t/ II 1D 0 B b e e 7{ @ 10 0 d, B,, lti 14 T,10' a .D_ 0 4 8 IL iR lti" 0""e d 0 B la 17 't0 4 e H 1' a 2" 6' B 8 LM it f2 f0 0'•A' D3 it 12 ttl '0' D d 6 8 is IT 70B 8. d 6 0 f4 t3 1 9 D r!e J f� 12 0 - e�-q''8"'"p ""p"""0.a� 0 ,8 _.D."'6''tL3 17"F] f0._9..a.,, a 0__6.. 1/ If..i...._iV _e..e..,.q. 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(�J 14'-0"j • _. l 12 - - .. _M.. io ..4_.._, - - i0 ?.S.,g ^+. .3. ._,__.... ._... _..... - 14 Tj" t = 0 #............: - `_'_.•` ",""'PY B'_.. - _ - 8.....g. 4. _ NG 1 _ ........._.m _.. 14 4 - t4 Is'-o" 14 �- =-= - p#,..._. = - w .V _...__ T' :. ..__ .=...- ti .... _� - '- 14 - - ,8..... _ -__ ^ 0 - -.....s....7..is 3.0 3 - 14 8•_U• {A^ - ' - - FLORID COUE Non High Velocity 8urrieone Zore 01% A T 0 7015 rftTrM META.%�WgXYp.^1N-c \\CEN .;.I..... AY7M .. ..._ .. Accordion Swj*hutter System , * rtcar TILUT TESTING ft ENGINEERING COMPANY AIT`o Association,uitee Systems O 29KINN _ a«- p��BY_ua. ' 7'•, STATC U,=' . Bass N.r.m,t.,UA.an.wmW G RM$,nzm.vl {R _t .«_;aw ti-192 i iz/tz•w7>:: 4/15�1s {3us Ms-ts�t 4268 Westroods (hive 7 -- -DRAWING No F •.ZURl90. 4,� a-moa:u ws4a< 4 wee*. Palm Detach, FL 3340? 7 K.B...OQr07lA __................,.........._ _......_....1 15-085 "'aSOLM& 7 . ��D.U< ,44107 ; NEPE �MSAI(1Nk,/DATE , 12 or SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURR5 CONCRETE OR CONCRETE BLOCK Sl 98TRATES (SEE MlX1Imes fL D.4 N NI stoni 0 6 7) t,ANCHORS TD SUO$TRATE SHALL BE 0.4 rOILLows, am I PPJB7 W 70 9XISTINO POURt4 COWAM.(MB,.1'C-'$Imt) EQWALL SfLL MOUNTING @CE1tJNG MOUNTING (N FLACK MOUNTING - 1/4ti TAPCON OR TARCQN WM ADVANCED TNIEInFORM TECHNOLOGY AKHQJr,As wtaaACTURED Vf rJ.W.SULWL(Min.rt @ 3 kis) VAN AWFAM SPACM T/4Y Y 3/4'ALL POINTS SOLM-SCT W140SiS,AS DI ROMA 13Y ALL PDMS SCREW,BOLT&SPECALJY CWANY.Iran,fC a 3 W) (ft) ........_...__._._ _ ........_.__.- -- ._ _._..__.. ...__.._._._ view .. TAPWN - I/4'e dT,1NE TAP CONCRETE ANCHCHIS W/CM AS MANUrACTUREO BY FLOM A rAMENERS DIRECT.M.(Lae,CC-2 kw) JO 40 60 TS b 120 100 203 JD {O a0 _M i0 12O 160 209 JO 40 B0 T9 - 120 160 2'W' '^t/4'11 TAPPER+ANCHORS AS KWWACTUREit BY POWERS FASTENERS.ULC„ANO LISMUTED BY ALL POINTS SCREW.BOLT k$PECftrY TAPWH WRH ADVANCED COMPANY OA AG OTIIFR APPROVED UC041M ON ALM40M.Ep VENOM REOLSTERtO W M TIE AULAr Ir SHITI R SYSTEM$A5'SOCI I INC. »,w.»....,.�...»....., . ..,,.. _ #o.A4 htifABAOP� .�. ...:,•... r.:-..,.:.-.... ......»».....•+,...,....:..»..,.w...W,..,..,.,.m«.., ,. •,.ro.,....•.., .T-C 14 11 10 B d a 0 0 74 12 10 9 8DR LM tl 6T0.1 -114 ...._ _..__...._. _..._._ ALL fN)INTS r�OLIU.-SETIJ 2 TO'A9, a 8 6 6 14 t2 10 0 "tt 6 8 '12 10 B 6 e 0 5 GLUE TAP-W/CAP NOTF414 12. f0 9"- a... 9'T 14 t0 i p 12/C' 9 p a Q o _^_ At)MINIMUM EMBEDMENT INTO POURED CONCRI.W..Or TAPCON OR TAPCOH MRN ADO WAW THREADFOHY1WH1,1f 1IM ANCHORS AVD TAPM+ it Y'1 9 a 7 8.6 33 I 1) 10 0 a 0 1 10 9 e a 8 TAPPER♦ A7N,j107 7 {,ANU FdC DI.UE IAP W/CM ANl:t10.w.J 15 1 1/14 D' 1 -t2 io o e s ti a t4 1z to y e 6 0a ?6 t2 1 a 6 6---. 7 !4.IP i0 _9. 6.. 6:.b:. 12.:1.0. It 6..6b O la; IOU%,HRWT7 +1/4/020SCRL * 11/2'LO1AIIMMUMSHOULDSI0(41ANIM /2 ID. 9 B 8e sp 14 11 t0 a 6 8 6f-f' I 12 10 6 D li 0 4.3 IIEp 0 S.S.NAGlfINE 442tE1Y tl$YA SIWL BE 1 1/2'LONG MINWIM SHOULD STA;CO plLyr,AND 1 12 70 D 79 6 33 14 12 10 9 0 d 0 17 10 n 0 T 3 454E A,WAf%Y14 Or L7w FM Rt4'�Mi/iS1NY COR Y7AlI.$WITH NO"IyD •-Z ' _.. ._-, EaAOC'�A11W99.fT19 i4 12, 10 9 e p fl d 14 12 10 y, d 6 0 f7 10 n 8 8 0 4,6titi00. 8-'7 4 11 /2 1i! Y d6' f0 B 0.9'a Sb ..� A.3)IN CASE THAT PRECAST DTCM PRECAST CONCRETE.FAME%PAYERS OR ANY VTK R BE FOUND ON THE COSI N0 79AL.OR FLOOR, 12 10 9 0 7.5'�3 - 14 wi 10 9 0 a 6 11 -t 3 6 0 4A 375 AKHWS SHALL BE LONG INH'K%70 REACH THE SUN STRUCTURE EL 41D SAD IDALL FIMMES,Mr-4*"!DWS.RE AS INDICATED ON 14 12 D.5 e.S 4.6 - - N 1 a 7, pb 122 1 9 0 .5 1IO7FS Al k -2)ABOVE.FOR INSTALLATIONS ON WM1 SLOW ON flf5 WAIN OR MR140Uf METAL.BT1AS COF151RT 7105 ENGt/4R.FOA 14 CR„t0 9 8 8 �8 1210 D A eA S JCS INSTAW7fON IMb E7F9 WTIN META.SIU03 SCES11L'ET 2O. N 12 1O 9 5.6 3 - f4 12 10,S.!_7Kb 4 lYu 21d 9 e e - - 14 t'i'TO 9 a a3'e 12 to'dfl e 3 4 - (a) TD E)ISTIN6 c1I7cRErE DI.OG(:(aSIM c-DD) 14 12 a U &6 3 - T4 12 10 9 5 8.5 {Li 17 10 B 7 0 3.53 - 1/AY TA'CON OR TAPCON WITIH ADV&SCEI)7HRMrOT01 TECI*WLOGY ANCHORS,AS UMWFACIURLM TTY I.T.W,Sam. i4 T2 111....8. d'e= - 14 12 10 9 6 '7 "7 ..17."10 n 7.5 38,' " 3 - 1/4Y X.3/4'AL POINTS SCUD-SET ARCAYW,AS DISTRE RETI BY ALL POINTS$CREW.SOLT✓k SPEMIT COMPAW. ... _.._._._ ..-.....^.. 49 BLUE TAP CONCRE E ANCHM W C•AP AS MANI/FACTURED BY FLORIDA FASTFT&RS Odd=INC. I4 12 t0 6 6.5 4 - -14 12 y 7,30 J.6]..6- it 0.S 7 ,1415 4b AO - •` / / 14 12 ib K5 7 4 - 14 12 f0 9 �A 5:3 4 - 74 42 A 7 79 lI '^ - -g4•0 TAPPER{ANCHORS AS MWAI'ACfURE'D UY POWERS FASTENERS,INC.,AND DISS81,111A BY ALL POINTS%IMV,BOLT&SAMIALTY 14 42 _ {I - - 14 12 Q B 7.5 O,b 4 T4 12 B r .5 3 ' LIR ANY OTHER APPROVED LICENSED OR A1171HOMM VENDOR REGISTERED*1111 THr AMSRICAII SHIP"SYSTEMS ASgOQATTON,INC. ib 12 t0' 6 ¢,.'r - - 70.,!2. tb b 'E a - It tRd. 5 S5 gt...p .. ._._• ._. .. ..._...._..._ __,__.. .._..._.__. NOTESY 14 12 a.8 7 3.03 - - 14 12 8 L.5 0.5 4 J -^ !.!91F 6 a { '�' __... ..._ ..,,.-,_. ....._-.................... ........._..._ ... _. 9.7)M06MUM DABFLMEM INTO CONCREV..BLOCK OF TAKM.DLUE TAP W/CM ANCHORS AND TAPPERI ANCI�ftS K 1 1/4•AND YAPCON to a D.d 7.9 6 - - - t4 +2 a " 3 - 74'"12- a 6 6.6 4`� WITH ADVANCED RRtENUFORM TECH%V.IXN ANUIORS R 1. a a3 a s Js - - ,4 a la o a.e 10 - - I4 t2 S 6D s 4 - U t2 10 9 q............."..'.. - 9.�. - - 14 14 10 8 73 4.q - 11 i] 6,9 7 3 i .. EMIAUM 4.4 Y J 4 P SOLD- Ef A2)IIt1IMUM EHi DR 1/ / AEI. WM i SET ANCHORS SINll ENi0�1,Y EMDEDDED OfTO TtiE CONCRETE BLOCK.I� 14 11.3 Tb.d.. 11•...7.11:M1..5...1.E.--...... ..11.._9•a`L9'4 KE-•' EMBEDMEYTT INTO S�C7=" 1.BE PI•.WtTtD. 1/4'6-+20 S.S MACIR SCCREW W=SHALL BE 1 7/2'LONG MINULAI faMLO SIIACO 14 12 5 BS 4.5 - 1;L'72 8.3"7'68 A - - 14 10$7 53 6 SS - E)IIST•ANO 1'MINIMUM FOR WALLS WE HU STU4:CO. -lb 6b i 4 - 7 12 n 7 6 4 - - 14 11 7 65 4.0 74,l2''iP 9 7.6 ^ -• •-' ){ 12 f0 0'9•S U - •- 14 12 d 6 9 1 - A.3)IN CASE THAT PRECAST STOW-,PRECAiT Ct1NCREIE PANGS,PAYERS OR ANY YEN!£R BE F101010 C1J THE FDySTtNO MALL OR rLOOIt. iQ'-0" _......_........ 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