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HomeMy WebLinkAboutProduct Approval Professional Regulati to - SCIS Home f Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map E Links Search fbritla a Product ApprovalUSER:Public User B krY.s.rrdr�Srm Product Approval Menu>Product or Aoolication Search>Application List>Application Detail el FL# FL11968-114 Application Type Revision RECEIVED~ Code Version 2017 Application Status Approved AUG 2 8 2018 Comments ST. LUCle Cgunty Archived El , Pprmittin� Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastrnr%t`I c Technical Representative i py Address/Phone/Email 0 Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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. 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. ED Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eouiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.odf 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection.. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 8A,9 and 11.See sheet 10 of installation drawing for other 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent.Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY.INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile. Max.span is 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY.INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile. Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY.INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 3 of installation drawings for other spans and pressures. 17-098 PRODUCT OF EVALUATION REPORT.PDF Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 here. Product Approval Accepts: MR1 F91 MOR LM=_-_;;_J2 Credit Card Safe GENERAL NOTES: MOTES. I. STORAF PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.F.D.)'HAS BEEN VERIFIED COMPLIANCE!N ACCORDANCE g 1)MINIMUM EMBEDMENT OF TAPCON, ELCO PAMa WTE,AND Cr TAP-GRIP ANCHORS INTO CCNCRETE BLOCK ` ;YRT; THE 2017(6th'EDITION)OF THE FLOR104 BUILDING:CODE THIS STORM PANEL SHALL, j=Be INSTALLED AT,HIC4 VELOCITY UNIT SHALL BE 1 114 ;318'FOR ZALWC-MAXIM ANCHORS AND 1118'FOR REO HEAD DYN4801T SLEEVE ANCHORS HURRICANE ZONES(MUD-RADE/SROWAf D COUNTIES), DESIGN W1ND LOADS SHALL BE DETERMINED AS PER SEC17ON 1609 OF INEABOVt MENTIONED CODE, B.2}718'CALK-1N ANCHORS Sfka BE ENTIRELY EMBEDDED INTO THE''COMCREff BLOCK UNIT:NO EM$£DMfM'INTO STUCCO FOR A iINO-SPEL'D AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL QBE INSTALLED AND SHALL BE PERMITTED.. 114-10-20 SCREW?USED SHALL BE 1 11V LONG MINIMUM;SHOULD STUCCO DOST,AND 1' FOR A DIKECTIONALNY FACTOR Xd=0.85.USING ASCE 7-70 FOR 1NSTALLiRONS uriaR 2Q(7 F9c AND SHALL A41MMUM FOR WALLS WITH NO STUCCO. .NOT EXCEED:THE-MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORCER TO VERIFY THE ABOVE'CONDITION, ULRMATE DESIGN WIND LOADS.DETERMINED PER'ASG£'7-J0 B.3)EMBEDMENT T-INTO C 1SMLL xO J/9"Al!POINTS'o-2 SET ANCHORS SHALL ' 7/8"INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.SD.DESIGN WIND LOADS BY HULTIPLYWG THEM BY 0.6 IN ORDER TO EMBmM£NI.tuto STUCCO:SHALL BE I'M MINIMUM 114'o-20 WALLS S.S. ;.tACHtN£SCfTEWUSEO SHALL BE l 112'LONG TO COMPARE THESE wl mAX. (ASD)DE5tGN PRESSURE RATINGS INDICATED ON SHEETS 5 WU 9. MINIMUM SHOULD STUCCO EXIST AND J'.MlNIMUM FOR WALLS Wl7H NO STUCfS7. W'ORDER TO VERIFY THAT COMPONENTS AND ANCHORS'ON THIS P.E.D,AS TESTED WERE NOT OVER STRESSED.A 33X INCREASE $.4)IN CASE THAT PREG4ST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WAU:ANCHORS SHALL.BE IN ALLQIVABLE STRESS FOR WIND LOADS WAS.NOL USED IN WEIR ANALYSIS A DURATION'FACTOR CO-1.60 4AS USED FOR LONG ENOUGH TO REACH THE'ANN STRUCTURE BEHIND SUCH,PANELS.ANt�TIQRAGE.SHALA BE A5 INDICATED ON NOTES AV VERIFICATION OF FASTENERS IN WOOD. 8.1)AND 8.2)ABOVE 5T0RM PANELS AOEQ(JACY FOR`iMpACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609:T.2 OF (C)ANCHORS SHALL BE INSTA14CD FOLCO41NO ALL OF THE RECOMMENDAT76tS AND`SPECIFICATIONS OF THE ANCHORS THE ABOVE MENDDNED CODE AS PERATLREPORTS 1 0121.01-981?,1 6329.OT-00,,1 0525,01-00 AND 10572,01-03.AND MANUFACTURER. 1061742-04.AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANOARD&ASM E MO-02 STANDARD,.LIMITED TO INSTALIARONS WITHIN IN 14D ZONES 1 ,2&3 AS DEFINED BY ASPM E-1996 STANDARD•AND JjG221.01=OT PER TAS 201,202,&20J. 7. PANELS MAY ALSO,9F INSTALLED HORIZONTALLY'FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS t 171RU8(SHEET 3&4'OF 2.ALL ALUMINUM SHEET METAL PANELS SNAl1 HAVE 5052-X32 OR 5004-H34 ALLOY. BI-EXCEPT ovir NEAGERS 3,4 dt'S SHALI-:NOT BE USER. 3,ALL ALUMINUM EXTRUSIONSS BE ALUMINUM AS AnON 6063-T6".ALLOY'& TEMPER UNLESS•DIHERWLSE NOTED.. 8,IT SHALL 8E THE RESPONSIBILITY OF THE CONTRAC'TDR TOVERIFYTHE SOUNDNESS OF WX STRUCTURE WHERE$HOTTER IS TO.B,E STORM PANEL COMPONENTS T STUDDED PLATE ANDD SW CAP ARE PATENT PENDING: : ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL,ONLY Be ATTACHEO TO CONCRETE G400K OR!MOOD FROIC BUILDINGS. . 4.ALL SCREWS.RT'BE STAtNLfSS'STEEL 304 0R'316 ATS!SERIES OR,CORROStON RESfitANT.G0A7E0'CARBON:STEEL A5 PER DIN, 9..,THE 1NSTAilAYiON GOH77tACTOR IS TO,SFALICAULX.ALL SHUTTER COMPONENT EDGES WHICH fTFMAIN W CON'TINUOU5 CONTACT WO!:THE .50018 W/SO ksi riELO SIRENGtIi'ANO 90 ksi:IENSILE"STR£NCTN&'SHALL COMPLY W/F2pRIDq BUILDING CODE SECTION' BU/ICING 70 PREVENT IYINOfRAIN.INTRUSION. GAULX AND SEAL SHUTTER TT74CKS ALL AROUND FLU LENGTH. 241 I.J.AA 5.'BOLTS TO BE ASTM A-307 CALVANYED STEEL OR ASI 504 SERIES STAINLESS STEEL. W"JS ksi MINIMUM YIELD STRfNGTN: 10. (a)'.THIS P.E.O. PREPARED BY THIS ENGINEER-IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.• Le. !WHERE THE SITE CONDITIONS DEVOTE FROM INC P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE N07M) (b)CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION PURCK4SE AND INSTALLATION 1,M7WOWG LYE SAFETY OF THIS PRODUCT (A) TO EXISRNC POURED CONCRETE. BASED ON THIS AF-D. PROWDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS T. S DOCUMEN CONSTRUCTION SAFETY AT 57IE IS THE CONMCTOR'S RESPONSIBILTY. - 114'a TAPCON ANCHORS AS MANUFACTURED.BY LTW.BUILDER. - 114'o CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED-BY TRU-FAST CORPORATION. (c) THIS PIED. WILL B,-CONSIDERED TNWt1D.hl ALTERED BY ANY MEANS, - 114'0 7AMAC NAILN ANCHORS AS MANUFACTURED BY POWVR FASY£N£R5,TNG. - 1/4'0 x.7/8'CALX-IN ANCHORS OR ELCO mate&-tomato 7'ANELMATE'AS MANUFACITJREO (d)SITE SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARcMTTECT WHICH YALL BECOME THE BY POWER FASTENERS INC,AND FICO CONSTRUCTION,PRODUCTS,RESPECTI;ea Y, ENCISCM OF RECORD(E.OTL)FOR TTI£PROJECT AND IWO WILL'BE RESPONSIBLE FOR THE PROPER USE OF THE P,&U. - 114'0 it 3/4'ALL POINTS SOLD-SET ANCHORS AS'D157RIBUTED BY ALL POINTS SCREW...BOLT&SPECIALTY COMPANY ENGINEER OF RECORD,ACRNG AS A DELECATfD'ENGINEER TO THE PED,ENGINEER,SHALL;SUBMIT TO THIS-LITTER THE SITE SPECIFIC OR40105.FOR REVIEW. ' NOTES: (a)THIS A&0. SNALt'PEAR THE LATE AND.ORIGINAL SEAL AND SIGMTURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT . AT}MINIMUM EMBEDMENT INTO POURED�CONCRE7E OF TAPGON ANCHORS TS !314;'FOR 2ANAC NAILN ANCHORS!S'T 3/B; FOR£LOO PANEUWTE ANCHORS is-1 314'AND FOR.Cr IAP-GRIP ANCHORS t5 1 114' PREPARED IT .. I1. SHURER'MANUFACTURERS LABEL SHALL BE LOGUED ON A READILY.VlS/BL£LOCARON AT STORM PANEL IN ACCORDANCE WITH A.2)'718'CALX-IN-ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE,.,NO EMBEDMENT INTO STUCCO SECTION ;70,4-9.3 OF FLORIDA BUILDING COOS.ONE LABEL SHALL BE PLACED FOR EVERY OPENING SHALL BE PER1tt77ED. 11410-20 SCRVVS USED SHALL•8f T 1/2'LONG MINIMUM SHOULD STUCCO DaST,AND T" LABELING TO COMPLY-WT7H SECTION 1709.9.2 OF INC FLORIDA BUILDING CODE., MINIMUM FOR WAL{.S wnp,NO STUCCO.. AJ)MINIMUM EMBEDMENT OF 11410 x 314'ALL POINTS SOUR-SEI`ANCHORS STW t.BE 7/8'INTO THE POURED CONCRETE: NO EMBEDMENT INTO STUCCO SFWLL BE PERMITTED.".114'a-20 S.S MACHINE SCREW USED SHALL BE T TIP'LONG .MINIM&M SHOULD STUCCO EXIST,AND T'UINI14UM.FOR WALLS WITH NO STUCCO. A4)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISiTNG,WALL OR FLOOR, tNCHORO HALL ar TES LONG ENOL) REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS /4+ la •'A, }1T -tea THIS DRAWING SHALL[ ONLY BE USED TCI `� wr`- (0)TO EXISTING CONCRETE BLOCK WALL: t�Q�`,t`�.�5 OBTAIN PERMITS!N 7NE STATE OF FLORIDA'' •+Y - 1I4'0 TAPCON ANCHORS AS.MANUFACTURED Sr f.1:W.8UIL0EX, '` • - 114'0 Cr TAP-GRIP ANCHORS(SERRN4 STUD-CON),AS MANUFACTUPED BY FR41-FAST CORPORAWN. No 44167 - 114'0 ZAMAC MUM ANCHORS AS MANUFACTURED$Y POWER r"ASTENE'RS, INC. Z ''rc7 - 1/4'p x 7/B'CALK-LN ANCHORS OR ELCO mole,&female PANELW77'AS MANUFACTUREO ti= •. ' BY POWER FASTENERS,INC AND.ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY - 114"o x 3/4'ALL POINTS SOHO-SEF ANCHORS AS DISTR/BUTEO.6Y ALL POINTS'SCREW.804T&SPECIALTY COMPANY 3+^!i �0 .. FLORIDA.,BUILDING,CODE-(Man.Nigh-vetocfty MDrFieane zone)' - 114*a,REDHEAD DYNABOLT SLEEVE ANCHORSMA .AS MANUFACTURED BY L'LW'BURDEX.. .t Q •• csar7 mT?En me 0.050"BERTHA ALUMINUM STORti/ PANEL Lc., (2.25"DEEP) air or, ar/3OpI, EASTERN METAL SUPPLY, INC turf 4260 OM ROAW O TLLUT.TCSnVG&.C=INENirNa COMPANY " TP'u"'6EAc+r,-Ta'mar P 17-086 Ora xn;.tm.tt sa Jas V.%a ""GM.e.Al'" TlaNE:F367)209-82Gi FAX:(58Tjdi1-1316 fow:Da!)aA-1.WJ.f?x:L�457A1r-rsTr m_w. ,. 'm IA2UA7.'.G'ft, ' f6f-0006379. r t®ta+ - w¢ w .WAL717T A 7kLTT"Jr,PE -+ R3-tssa "t Sfd•L'T i OT ... ..-R tic44;63 i 'cx::.r: a/v, •. 14.815•(IOTA WlDUQ '8615•(tdra'NiDm) ZSSD' .. low,Not. PS60' Pr^•--36°--1 azso- r -7,20a0'(1'"ww wson)'--- 1 i—s.odo (Oncmr nw"--j 7z9, I I f.WD' 7.D00• 5.500" IS'OR" I.w 4.500" 1.50D• R.t25" .� AS AMGCt2F..(,1p.J I . I 1? AT A,N9lGIX/'(rIP) R.P50- RZJO I d '$• Gu .n R.123'.. �.. n. d75" adv$. -. :D75' N;'y PJ4D, _ sutt'R. Qltl.ALUMINUM PANEL W[ MMED EpC•ES (reIHALF ALUMINUM PANEL W/_NEMMED EDGES zJ4D 214E rvtc R �$ 'IJ'HEADER ZOO, : 11 919-(rOrAC xmrN) 8.1 rd•(tura worm) (2) "'h' HEADER a 3' Max. .U"BUILD PUT �. --lzwo'ffF'Eedi'xtDm)---j .r•—EDm•,(F>r{'caYr WlDn!I---�-. suc-:. •-r' ':>✓ur::J/9--r' .. .rsD- o 1100• 1«500'', 1.5D0' f,500" 1.500` .7f1" -q... 1.500' 4:500•. 4.5D0" • -.388• .188". ?.r?a• S88r' 2 t?5"-� ^2175'- 130 or 20d'^ 805?• v 09 950" ass- �- •BQ REVERSED "F"ANGLE FULL SLfN PdN€4.1YlP HEMMED EpGE5 ( iHALF'ALUM] UAt PANES$ H � s' sa4' CRACK srxs:sla .1000"Nor. (V SWM PANELQ) 3 8" 8.-P. TA 314 sr.,c:,/••-1• 3-ANGLE BUILD PUT "F' TRACK * $ ' ;• sRCKBRACKET .40L .7qj fk"+sw�sta,. ; kzr.. ) f �p Daea•.O �r.l7s- L ry .f Ir o-o 17^ae �J�LOCAW1ISP.z" - .yrs is = "F' TRACK AlerA :ow� ..1�- _.:.L sft,sa`-:•FT r;,3Ud t! 2" x 5"(Max,} x .125'ANGLE LC a°x RAVW iO 1T 2'x5"(A/AX)x'f/8lr DETAIL t. STO W/urF cn-nzwc � � f p Lae a61 cur,sfe•�r S' *W,ON srcrroxs. .dN�eL K`ttli_STUD r!CM PUMV AYNa rruz ' 12 KEY HOLE AT PANEL . ... .?25' Sl<"o 101 rssl•_�* l l J 2.PaP� .1� ,�, s/la " ' 67) f1CYES 750:t S8 .".S ?� 1i1 2.GYG• 1 Ar 708SJ8'4 tMf I -• 2?6P,81J' _---- rszr II �"— :sat STUDDED ANGLE j.,._-_—:.•6--—^-_..."_ Y• rim}.• a.168' aLe?a' n' t w:¢xs• wwc M�:Auoe i J7D lIAAj4prui y m. IfEYHaLEuWASHE� T2A' RGUKD'HOLE AT PAN ats ldIW111 t'—i = d� - swe:JAr ;- {PTI N.TP t2_) A D P - Flxa l/1 r+-2D.f sus Nr Zl ( ,STUdDED PLATE an I lo •M:•• �-" ^APCMSy4 y ��yV1:NSF 1 V. _ I t� Iper-ro Auar �� r _ ' swc n'.r• '7 f f r` FLORIDA BUILDING COD£ Non Hlgh Velocity Hurricane.Zono) - ' 1� mzolr MIEC4 A= 0.050"BEfi'THA ALUMINUM STORM PANEL tc. 0#` s' (2.25".DEEP) fxttwN ar. 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'.s r/2' '6 J1?' 3 1/2- 5:(BOTTOM) _ . . 8 i/2" _ . ::- _ `6(TOP) 7.112•. - - 7 6(10P). _ - -- - fit12`4 _ ! - .6'(fxitrOMj. :. 6(so7TOM).._ 5-,..I 5' 3 4• .. _ g• .. - 6 112•�1 - ._ .. 7 OT7i76r e'" _ 1... 4•.. - - _ "All, 5A780TTOM $•... _ .... .. ,6:: ... - ? 6 112' •• 7(BOTTOM). . 4: - 4•. - - k' �.. _ - 7(60110) - - B- - I .. '..f7' 12' 12 6`. _, 8(7OP1B07ffTM) - - - ,6-` S - I2' 12' 72•_. B" - - - .f10P/80TroM) ,FACTOR t ONLY TAPCON ANCHORS OR ALL'POINT SOLID-SET ALLOJS'EO FOR MOLIAMNC SECTION 9.- AC1LfAL£.D. ++ ANCHORS SPACING ONLY APPU041BLE TO 7AMAC AVON ANCHORS. _ FLORIDA,BUILDING,-CODE (Mon.Nigh Velocity Hurricane Zone). 7AM7G N4axt. - SEE SIAXT 7 D'a ftNt ANCHORS ITP$&SP,ACINO MR,VatALLAI7ONS WID WOW 17AME .... rAOGaT 1orHAeotr q,50 Sara-sir Cr,rAP-WW BUILDINGS. s'2`l7 rurtxa rxG 0.050 BERTHA!'ALUMINUM STORM PANEL r e • - '+ "ArA.yTL1UM ANGLOR SPAIXNOS ARE.YALfD'FOR'1112":EDGE DISTBN,CE. (2.25"DEEP)_ FORE A LYSS TiAh 3 112:ROLrCE ANCHOR SPACING BY ORSWH 0r. .86 .79 l.00. �4 GF/rG117 M711,T7PLYTNG 9P�c1NGs SHOWN ON scHEDULEDr rH£-FDuowmc- EASTERN.METAL SUPPLY, INC JSiT�* 2 r/2' - .71 - ..BO FACAM,tM+11.F_A.FOR CALX»IN ANCHORS t£LDO �yy INC. s26e AM Raaos ST&T PANaA(M 1S 2 112,AND 3 112'FOR SOLID-SET ANCHORS). - MF42 PYLLM 8CAC4 fL 73WTMR-TFNS OPE 4WN 70 BE AfADE RWUC£D SPACINGS RESOLIM FROM APPLY=A80UE 7ILLfr'71STING a-ENwwrl1NG COMPANY FACTORS SHALL,Nor RESULT ON SPACR1os LESS TWW J'rOR ALL ANCHORS EXCEPT ass N.w,,,Xa"sr n.^sat ruwsa fN+ARu^,. Mfd$ Plica'K:.:(561j20A-826>:.FAX;(561)64t-tTi6f rssx N,5'FOR RED:NO..OYNAFIDLT ANCHORS): � �W-ooGs7f9 11 �W�NO �112- -` ,• WALTt3r A.78Lt1 4r.P.£: - s� CfD:r3Kxx JxVr av 9tR'T 7`Or.14: xu:: .... CONCAM ANCHORS CONCROE ANCHatS (SEE SCHEDUW - /SEE SCNEOULE)� . o r/4."Max. GAP `�,% t/aMax. DAP � mo Ifta � d I .I POURED yr: I d i . REEOW \ r 3 Cont. 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' J Cw,t, (Sir sCNEDUr•E). .. -.-3' CONCRETE ANCHORS(SEE SCHEDULE) 3"- WW WORLY RDWOVARLE PANEL(hl) IMMiri,..... 1TAMin. - SIDEWALK BOLTS,§EE DETAIL 2)' CG1G1A(Y TO. ,TNRU 5j@ i+ HLkES Ai 6®6'0.0 C FASTENED SECTION IOA. SECTION 168 AT RM W %&NC o i INTERIORLY .REMCIYA'BLE STORM PANEL WALL MaUNnW jNST LATIQj S .PARTIAL ELEVATION Y „��''' P+ L(�j.a. �p sEcrlQNs_-to SCALE: T/B'= 7:” ... /��;! G+' Ci1tc�, ✓! '_ SC4CE•1/K•,-r 167 ; INSTALLATIONS yALID FDR PA/+(ELS,, SEDJOINTLY ` k ?*r WITH INTERIORLY.REMOVABLE PANELS(1) FLORIDA BUILDING CODE '(Mon.High dic;g1#y Hurrtcarre Zona) oars i i>ca me D:O50"'BERTHA ALUMI+YUM STORM PANEL LC. f .a {2.25"DEEP) au"On EASTERN METAL SUPPLY, INC 01A�0 117 1L IE c o�N�. .ase Hnr Rows my uLLrT TEsnxe a:ExcrxEsruxG CauPANr. r 6FACK FL 1407 T T-O96 Nasx.xc ssc.at,xd Aos.wONa an*oae r;,uccn PxavD(sark^as-esaJ fAX(ssT)a+r-rir6 ' wean.a r-A..IlaMAnl-Lv+ ER- �wt7aa67't9 xn,:w .aer c.v Rr.w . 'na aRRMS+G'No _ WALTER A tfttfi Jr.Ps- .,.. aD-es-a+, txt+ s -.: :. 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INSTALLAT/ONS VALID FOR' PANEL.USED JOINTLY WITH INTERIORLY RERIQBtE P IdE INSTALLATION- DETAILS ON 'EXI,SM& :WOOD B'UILDNG'S FLORIDA aulLmNG BODE (xor High,VeloGI Hurricane ane zone). 0201i ntrzM&C. 8.050 BERTHA ALUMINUM STORM PANEL La (125,"DEEP) OpAtx ar.; EASTERN METAL SUPPLY, INC� �E C �N 4268 WEsr R&AW CRAr .. nuts TESMO CNWNEMKO COMPANY PtWWE'lS,lw PAW Spot.tL 3307 17 FT'.1 nrr:ASIr. afR.Ta7,KacYw axm4 to 31rLR 6f)20B-BZ6X FAA:(561f811-1716 nc+r,r r-flaT,m.:(,to;Jasr-rstr :m�nr .-as Iv.w. moenmx ns. 0%1ANJG.Nc WALTER A T1LLB NtJr.P.£ Aan i ... rLORF14 lic. 67.. - - - 114'0 SS LAG SOMW `.. �..��..�.�. .. 11410 S.S.IAC SCREW. _ jttNftAy .. a 4'0.0.W11 r T'MW. o 4 as Wfr r/2'mm / / ALTERAW77VELY, TRACK(¢1 AWY 8E'ATTACHED 1+ �C: rNRUDED PENEM17ON '+ THREAOc7J PINETtdCRON• t �rtJ,A TO HOLLOW C£1UNG AS PER DETAILS SNDWN l� . d-x•8'(x'nJ ExI.STwG. ON ALT£RNATNE 9A; SHEET V. .. 4 x 8 (ufrr.)E711ST1NG C+ s7�''• :. 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FOR NEW WOOD.F&w.-CONSTRUCTIOM. wooD rdwsms To 8E SOUTHERN EASTERN 42e6 x�T R�ur awrE t.Y, IFIL. nae P1N£No.2, W/SPECIRC DENSITY OF ass OR EQUAL. ttttlY TESTING G ENGINEERlXO'IX7YPANY El► 'S�PALM SLSCtt 2 J34D7 ,� T/-(IQ6 . �ETAtL 2 - tM57ALLA37oM OF [/� 5d* !BONE Sas¢r,aen.MM,,se.G[.tsaw(MAW" ,- t66r)YOS-626•i FAlA'(56/,h841-1T8 fhm+:.[SOSptf-1,S1D.xm:QOD.tYtr-AW .aw.re.. ;�,r movnkr na. GRAMtI.Yr:Na. SIDEWALK (,JOLTS 6 RfNdVARLF PANEL Fe-Goasns .*atE T =rte._ WALTER A.T¢LrJr. - OF r4 .. .. -.:...RO4X34 LIC.' N167. -. .. - tea. IiF Business Professional Regulation � BCIS Home i Log In User Registration ! Hot Topics j Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map ; Links Search arida <1 I I Product Approval USER:Public User Asvo.�Rr�tcmvi Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail _- FL# FL389-R9 RECEIVED Application Type Revision Q p Code Version 2017 AUG 2 ® 2018 Application Status Approved ST. Lucie County,Psrrnitting 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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison.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. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 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 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVI blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC. DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT.PDF working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO (Non-HVHZ) Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC.. Approved for use outside HVHZ:Yes DRAWING 17-106 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.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Ne# Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrloht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 here. Product Approval Accepts: GENERAL NOTES: 1,tT£ptHA HV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT P.E.D.}HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 20t7(6th EDITION)OF THE FLORIDA DUR.DING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABL O CON ENTS B£INSTALLED WITH A Dip£GTI0NAUIY FACTOR 10-0.85,USING ASCE 7-10. AND SHALL NOT EXCEED THE MAXIMUM (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, IN ORDER To VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WINO LOADS ARBA. AADE„S CD 82i1 BY MULTIPLYING THEM BY 0.6 IN GILBERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D„AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS T-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CD-t.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OP THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATT.RCPORTSr TYPICAL WINDOW BLADE&WINDOW DETAIL �. -)N DUDE(D 00214.01-03.#0715.01-03,J1004,01-05,01214.01-05.00317.02-06,90609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 7T HU BLADE_C1)AND HV ENDOW BLADE III AND E-t995 STANDARDS(MISSILE LEVEL D.WINO ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. [WHERE_ APPLICAB- 1 -HV WINDOW BLADE p+ 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F,CONCRETE/BLOCK SHEET 6 2.HV BLADED AND WV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERY14A H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAD.BE 014x2.75'AND 014.7.75'RESPECTIVELY,410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 0 DTAINLESS STEEL SCREWS WITH 135.0 kai YIELD STRENGTH AND 180 kat TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENT£RIAATE ALTERNATING DETAILS HV SHEET 9 COAONO APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083—TB ALLOY IS 30.0 kal AND 35.7 kat FOR E140 CONNECTION DETAILS I—% CONCRETE/BLOCK SHEET 10 8003—TO ALLOY. MAXIMUM SPAN TABLES SHEET It ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MON.YIELD STRENGTH AND 90 kai MIN,TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3,3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 0,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kat MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE rQ U 12,13,14,15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 NV BLADE 0&9 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 &THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582,COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END-CONNECTION DETAILS 7-12&X, WOOD SHEET 18 METAL SUPPLY,INC. 0,IT SHALL BE THE RESPONSIBILITY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA FN WINDOW E3 ADE IIIA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THOU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 to,CErACH NTERAIAIT MUST BEAR AND ENGAGE OR 4ENTOCK LABALLEL INAND NDBL PLS E WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE(1)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL'BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COOL ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING CODE. 12, BERTHA H.V,ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 11(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD. THE THIS P.C.D.NTTO BE RESPONSIBLE FOR THE WILL BE CONSIDERED THIS ED INVALID IF CONSTRUCTION UM7�Y�FANS D SITE THE C INCLUDING URE SAFETY OF THIS PRODUCT,BASED ON THIS P.LO.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS OBTAIN PIING SHALL ONLY TE USED f TO DTE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCADN SAFETY AT SITE IS THE CONTRAC70R'S RESPONSIBIU7Y- ALTERE ERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE SPONSIBLE FOR THE PROPER USE OF THE RED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0)ORIGINAL P.M.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER 4F RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone {{i{ ♦:�' 02017 TILTECO,INC. 0 2017 EASTER METAL SUPPLY, INC. BERTHA HVTM /T Mc oA► ,A{ Accordion Shutter System = FEV. BLADE#1 W/OR W/O FLT.WWNWN BLADE r f� c' } American Shutter Systems Ly.N MCRiPnoN DATC DRAWN BY: La �'(.� TILUT TESTING & ENGINEERING COMPANY T r'r �` 43s5 ttw,Jam sL,sl+.30a,nac:su ueoars,now 331e Assoclotion� Inc. + OLO 15-085 7/27 1 DAT[ —07f27/t7 nYC �'S�,\�-�• Ph—:(3:5)871-1530.Fn::(3055)671-1536 42&8 Westraads Driv6 2 DRAWING No n A{ a-mal:0moocco."m West Polm Beach, FL 33407 3 17 7`,�07, 1111, WALTER A.0TILUT 4.P.E 4 ' 'SS10NA1'E2�`' noRroA ua.1 44167 5 SHEET P.E.'5�1*RtfStfTNAAY(1REjDATE 6 OF 20 3'0 104 wNDCW RL99 VARIES 4 4401 .4.4" 1 cif 4.385. iii 4.0 V �7*' j HV STARTER GOVE (�)H_V UNIVERSAL-FLOATER {t}HV BLADE R USE W/ E:p, QUALIFIED RE UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ 14V SLADE SUNT HV SLADEC (R_HV AND-OW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U�IE W/ HV 6063-T6 ALLOY AND TEMPER BLADE I -SEE LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063-TG ALLOY A 0 TEMPER Nk 0 6063-T6 ALLOY AND TEMPER 6 065* �q J, --I .094*! 72 842 g Ji Ifl— .. 4.897* 7,92' 4.43C.- Ir I�W (27 HV ADJ. ADAPTS- 2920 L2 6" QUALIFIED FOR USE VI/ HV BLADE (�)HV WALK—OVER,jACK HV (D OUAUFIED FOR USE f HV @)HV__TRENCH TRACK 01J.—FL0,011 TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W1 HV MV QUALIFIED FOR U 6 W/ HV 6063-T6 ALLOY TEMPER BLADE(D ONLY. (I -RAINGUARD- 6063-TG ''Fl!tl TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ KV • BLADEVARIES 1.036' 6063-1 101.1 TEMPER M" 1,917* Mo. it_a. 083" og 093* .too 670 lb 070 670 --------I HV CEILING HEADER (1� HV HEADER/ML HD CEILING HEADER/SILL3.529" QUALIFIED FOR USE W� HV BLADEUlONLY 103 RIFIED FOR USE %11/ KV BLADE(l)ONLY, 6063- QUALIFIED FOR USE W/ HV BLADE(D 0 (1� HD WALL %?"L SEE SECTIONS FOR VAI InrlY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A a TI T2 x Y I 2' i 2- 0,125* 1. 3" 0.090* I* I i* 10=2 2' 5'MAX, 1/6- 1/8- Ku (11�6 SIDE_ANGLES @2' S*MAX.1 0.192' 0,192" C2( ps TS QUALIFIED FOR USE W1 HV ALUMINUM ANGLES 1 2.6' 17,MAX. 0.190, 0.190* QUALIFIED FOR USE VI/ HV BLADE(1) QUALIFIED Fqp_USE w/ w BLADE T 6063-T6 6063-T6 ALLOY AND TEMPER BLADE ALLOY(1)ONLY,TEMPER 2* 5*MAX.[0.139• 0.131' 6063-T6 6063-TS ALLOY AND TEMPER AND _t FLORIDA BUILDING CODE Non High Velocity Hurricane Z04 W- 02017 TILTECO tfk 02017 EASTERN METAL SUPPLY,INC. .INC, BERIHVTM Accordion ShHA utter System U 0 7Ec o A.S.S.A. FLV. RAM#1 W1 W W/O KV.WINDOW RAM ZVD American Shutter Systems Irv.ND � IESCRIPTION DAlt I RXA'N t. LC. /* TILLIT TESTING & ENGINEERING COMPANY - Association, Inc. I OLD IS-085 07/27/11 OAT-- 07/27/17 % TME am Kv%t.36 SL,Ste,30&VMGX14 CAMM%FLO$44 WIG 4268 Wastroads Drive —2 — (305)871-1530.F..:(305)071-1531 t­dl:Pt...0W.1— West Palm Beach, FL 33407 3 . DRAWING No .............. E-MO6719 17-10 it WALWROX YIL T Jr.P.E. 70 it L0,,,0A.UcUj 44167 SHEET L E/DATE 2 OF, 2 4 7" 4 46 1/4'-]0.1/• I/i'-7p OLE CIUT . 4. FIAT NCAA TNarA7Eo twusNa Dam i 4•-a I'""� .745' S.SA+.S. OAKCO oaN7E0 JJ 2 �t 1 p TNRti1DED dC GST_ W4� I $ 0 � I �. m `b (2 719.) kr •m QAKCSINO D PARt7Ep OREZ TURN .062' Q, - r; any A m Wt06. 1. 25" 'WS Ot .4 CRASS CAMP ews CnINDER 2! }IV CENTERMATE .,� q OUALIFIED'�oR USE W/ HV BLADE 1 & rA ONLY V2. HV F C� WV EGRESS LOCK 4003-TO ALLOY ANO TEMPER OU TED FOR USE W/ HV BLADE t &&ONLY °� D ORAL IF'lED OR SE W/ HV OVAUFIE0 FOR USE W/ HV 6063-TB ALLOY AND TEMPER CO G BLADE�1 & ONLY. BLADE Q& ONLY. 0 AUFIED FOR USE W/ HV BLADE 1 ONLY 250 OA' t6" .7a' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o ,110+5, 2. MOl0ED $CREY1 .3eO'AFTER RN TING t I o 61' Rt A 1. 1 n ti a �t a, °6• 1�4"0--20 x 3/4" DEFpRE RIVETING I " 4"td-20 RIVNUT+' jHUMBSCREw 1.J d *SERIES 9444 ALUM6yUM(2024-13 AUaY),ARCO nANrA TRIN •7 • I 4.'7Rp• i $MEET WISERT,PART�0e20,AS MANUFACTURED BY AVDCL PVJI `� FRONT ELEVATIONNO LE f7 " 4 6' •' CHERRY WORN,PARSIPPENY,NCN JCISCY 07004 OR COU41' 27 LOCKER FOR "T" LOCK ��NTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 2(�9 HV FEMALET" LOCK_CENTERMATE HV "T LOCK @ BY A ATIV IC..IS 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED f0 USE W HV QUALIFIED FOR USE W/ HV BLADE(Z)ONLY QUALIFIED FOR USE W/ HV BLADE(T jONLY BIAOE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER' W/NV BLADE�1}ONLY, � 3.161 u t THUMOTURN d 093` ,214• I .063 .062' Ip 0 NCI CNJ YLINDER .214' rl o � C �nI n yt p,e75"AOn. O o o Ifo ;y m 1 .126`Mos, 31HD CEN 0 LOOKING ROD (32 D CENTERMATa0C R ' '10 u UUU ° O ° QUALIFIED FOR USE w/ HV BLAOEq& A QUALIFIED FOR USE W/ HV BLAOE(q& 1A 7 6063-176 ALLOY AND TEMPER S .604• y„ 6063-T6 ALLOY AND TEMPER w VARIES. 12*MIN, QUALIFIED FOR USE W/ HV BLADE T)& 144'0-20 5.5.OR 3/1}b-19 It 6063-76 ALLOY AND TEMPER AC1.Tu tMJMOSORCiK. tl/2• THUMBTURN P(SCE pCTARS _ —i 1 D0 — 0 KEY _ __�_ *15, k� t lin CYLINDER (� LOCKING ROD© 1.76 M9x. 4i .7so � t/a•o N�1 LOCK QUALIFIED FOR USE W/ HV BLADE( Ci HV 318"0-18 ACETAL 37 HV 1,[4 d-20 AISI 304 MY RECENT HARDWARE LOCKS SERIES 2333 HOOK DOLT LOCK. 6063-T6 ALLOY AND TEMPER ERIES S.S. THUMBSCREWS OUALIFIED FOR USE W/ HV BLADE 1 & A �S INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR ,y HV BLADE Q FLORIDA BUILDlN6 CODE(Non Nigh Velocity Hurricane Zona ++tt1111��\��V 'EN�•.-T J}+ 02017 TR.TECO,INC. 0"1i 2017 EASTERN METAL SUPPLY,INC, `V 111 %'- —�"-�— BERTHA HTTM + 11 i.l E C 8 J�■w�!■w ■p►■ Accordion Shutter System ,t^� ] N,V, RXE#1 W/OR W/O KV,WI=N BLADE *2 4-711, -1,7r. TtWT TESTING & ENGINEERING COMPANY AMeriaOn ShuRer Sysf61tY15 cv.N pcsCRtPnoN oArE pRAYM BY, L0. 'a S"(^ ::* 6355n,w.s9u,.sL,ard 3os.NRO�A cA zas.7taR0A 3»c A8ffi0010t�0F14 Ir10. 1 OLD 15-065 7f27f1 OATE: 07/27117 +t Ph0n0:{30i�71-7530.F0.:(30s)971-1531 426$ tYestroods Drive 2 DRAWING No : �+'`•�ORIDP••'a4• + e-mal4tamWaW.e9m West Palm Beoch, FL 33407 3 ��_'�7 A M6719 t7 1 y A•'•.-aCw\ t WALTER A.TILLY J,P.E. 4 P.E.SE�Lpjs[3�1r1�}J�iR^L�%DATE FLORIDA Lk �44167 s SHEET e 3 OF' 20 SPUTTER ASSEMBLY SCHEDULE 3/8' 12'-Min, LEM INCE HV Q HV 41 1 qS25- ,,40 T.SO F:,-jg .1071- o HV BLADE I f-@ HV WINDOW BLADE gr Q HV BLADE 1A BLADE'S -^o aPENIN 1875" Y HV LONG RECESSED NYLON BUSHING 39 n KNUCKLE—\ 06251 (TYP) aS HV SHORT RECESSED NYLON BUSHING @ HV NYLON HAT WASHER (DOR 1 P"i R Dari'llaq 3 50* 41 HV WHEEL CARRIAGE AlSt 302-303 SERIES 4; 51 02. 0* !IO 0.870'x3/16" THICK NYLON WHEEL. 2 711r MIN, DOW w WIN CLEAR 34 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 SEPARATION 3,7500' BETWEEN a BLADE 0025.0 EXTERIOR OPTNINGS CEN HV 1 3/4* ACCORDION PIN W1 #8 HEAD ON CENTERS fffpal"S, JSOO' HV 2 3/4" ACCORDION PIN W/ #8 HEAD L 2 1/4, qMM.UwwN CLEM AND POLYCARBONATE IMPACT RESISTANT HV WINDOW TYPICAL HV—WI D99 QLAADE- E ' S or @ POLYCARBONATE HV WINDOW -r)F7TAII- El @ OR @ (SEE NOTE FOR (D OR @ i REQUIREMENTS) POLYCARRONATE J)PA RESISTANT HV WINDOW BAYER MA4RCILON 3103 POLYCARBONATE 12"MIN.CLEARA ME RESINS, UV-STABILIZED GRADE'OR SABIC T0 BLADE BOR)M INNOVATIVE PLASTIC LEXAN 103 RESIN PIN REQUIREME BE KNUCKLE FOR (SEE NOTE -F- ON SHEET ig). - Hy(I)Hy OR 7 1i 1 I (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR J BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ W(DOR I I —41-1 POLYCARBONATE SOURCES FOR 4a HV (9 BLADE. EXTERIOR APPLOZ11; TYPICAL SHUTTER ASSN 4 l! Ttral.PROPOM STAN40," ALT W PIN @ OERX I RUM= A (2) W PIN @ MAY BE USED IN LIEU OF 0 AND ONLY AT 9IOR uf�wuy IAtn' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D to,324- (SEE NOTE *FOR mirBLADE'S KNUCKLE. sc awyl, ASN 0722 ILM fbA,* 4013 lb/14 I JI BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. 3 REQUIREMENTS)REQUIREMENTS) MECM, .04 MAIZE yan Swi4hARMa°3°bRA00 MI. #.We o..4 I FIMARN4 VIRVOT11 AT'1 10.0 ASTM 0760 12,sw;..! 13.100 p.L : FLOAPIAL UODLUS As DT90 340.000 oal 34a,000 V..L (3) HV PIN @ OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, NOTCHU Q00 ON D236 18 FT-VA, 11 rr-tw. SHEET rO) SUOK DDiSW ASIN D2943 47.2 IT 0-15%Wx FEEL CARRIAGE DETAIL PAYE'OF GW�Ma Asw 1)453� C-I CUSS C-I CIMS fEMBLY LAY.911T mr 41=8 ASTN Dig" 1010-r Poo 1 AM 0135 - nNS1E Tom="ksvqmpw p AM" D"2 0.1. 0810 P,j. J) HV BLADE SOLID A HVWINDOWBLADE DETAILS Torla STMS sum%unow1r, ASN 633 . e46I P.,.L I ee80 PAJ. N.T.S. 01"Ifff"If', FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. BERTHA HV T" Accordion Shutter System /T LIEC 0 -MC. A.S.S.AIIIIII H.V. BLADE#1 W/OR W/O H.V.WNDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems N.N OC DESM _I 1DAY[ DRAWN 8n 4C. 1 0 3 DATE. 07/27/17 em N.W.30111.St.SH.am VIROM CkROM'S.FLORIA 3316 Association, Inc. I 4268 Westroods Drive —2 Phone:(303)871-1530.Fee:(305)871-1531 DRAW-}LNG NO a-enall Ot"00-1— West Palm Beach, FL 33407 —3 • M-ON6710 4 17-107 WALTER X TOUT J,.P.C. ........... FLORIDA U..p"167 5 SHEET P.E. SEAL/SIGNATURE/DATE 20 Ez.@ *NOTES MAY LOCK AND CENTERMATES: MES.. 5 00 1,VMDATORY CONDMON-ft'�Nl HV 011118 or, SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER '"SPA p OR 12' OR SPANS UP TO 105",AND FOR "9TALWONS6 ANY C 1 T T T ELEVATION. LOCK or 4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCH,ATTACHED To OR n I n ef I hii/ I n I I I I r n n CENTERMATES V02) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 4ffiDESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W L261r ,O&MU W 'F 16 au OR%Lf;LYIE USED AS ANINSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES @ LOISSHALL BE AS INDICATED ON NOTE(1)ABOVE, ON OF LOCKS SHALL BE AS INDICATED'ON TYPICAL SHUTTER ELEVATION. 3. gfMQH&CQUOMON #I 0WIn ONLY,WHEN MLuDATOEX CONDITION fT OR I IMTTEDAND JMHOMML Q=- LOCKING Rp0ERFIqMANCE. NOT REQUIRED AT_J�URRICANE POSITION, BUT MAY 4 BE USED IF DESIRED TO ENHANCE SHUTTER I- LOCKING RODS 0 j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MMOATOMLCOAMONft ONE W LOCK- fta SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN or&SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACNEO TO 1r CORNER CENT'ERMATE 0-20 x 1/2*LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT Al, BOMOM SHALL BE USED. LOCiAoIN 6F LOCK SHALL BE AS INDICATED ON . CAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, 9, S. ALTSERNANE TWO M MR w'OCK,6?1 W4 sm w6ff5mm ffijHTlONr ALTERNATE W LOCK q MAY BE USED IN LIEU Of HV LOCK OF?9.FOR 0 L? 9 NS AT ANY ELEVATION,AL ERNAt LOCKJ@ MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT 9391 OR 0 CENTERMATES SHALL BE MADE W/ 1/4"C-SPAN ALUM, S6 11 OF I/4'O-2Ow3/*"S.S. I HUE, SHEET 18. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO h 11 5 V84 LOCKS AT 113 OF SHUTTER SPAN, SEE% RIVNUT AS SHO ON SECTION 6.MANDATORY CONDITION 03 FOR IMME M ONE HV LOCK or I$or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 9V,AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK 18 or P or @ MAY BE USED AS AN INSIDE OR U OUTSIDE LOCK,ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W (2) 1/4'-20 x 1/2'LONG FLAT HEAD S5, SEE END M.S LOCATION OF LOCK SHALL BE AS INDICATED.ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS(5 VI/0 OR`(j5 TOP AND BOTTOM IS COMPLETELY MANDATORY. CCINNEC"ON DETAILS ON l;, v [" ; SHEETS 10& fl 18 TYP.FULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT, OF CORNER 1. VAUD O�MNIY CEMMATES 0 ARIL CENTERMATE ONE ALTERNATE W-r LOCK 00 MAY BE INSTALLED IN LIEU OF MV LOCKS 4 R FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALT E USED AS AN INSIDE OR 011 Inr LOCK.ATTACHMENT OF LOCK P INCLUDES USING REINFOERCUIAPIrGe LL0GCCKEFdAyAS SHOWN ON SECTION WO, SHEET 9,WHICH MUST BE CONNECTED 10 CENTERMATES @ AND W1 1/4*0-20 x 1 1/2*LONG S.S.THREADED DOLT W/7/8'0 x 3/32* WINGNUT OR W1 1/4'0-200'S.S.MS INTO A1/4'0* 5/8RIVNUIT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ; @- MAXIMUM ABOVE AND 8 F Two LOCK, RODS dj TOP AND BOMM IS MANDATORY. 07 - C5 *NOTES QN HD LOCKS k—rM 1.Ho LOCK(34 W/No cwERMffEs M OR f.,Hff9S_--E ALTERNATE HD LOCK(1) MAYBE USED IN LIEU or TYPICAL0) HV BLADE SHUTTER ELEVATION W LOCKS"OR 21 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK @ MAY BE USED AS AN INSIDE TO Oqk LOCK.ATTACHMOF No U N,T.S. Rf3NFOItCEMENT IR NSERTOUTSIV AS SHOWN ON SECTIONS CTIONS HD9-LOCK AND DC-VC,SHEET 10.3/6LOCK MAY BE INSTALLEDINCLATDES MIDSPAN OR 12*MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ Is.COMPLETELY opTiouk. FLORIDA BUILDING CODE(Non High Velocity HuMicone one: 02027 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ENS,`%140IIIr BERTHA HVTm Accordion Shutter System A.S.S.Aw KV. SLAIDE#1 W/OR W/O KV.WINDOW MADE Mir American Shutter Systems N.W DESCRIPTION DATE DRAWN BT: LC. t TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 0 15-085 DATE: 07/27/17 T.W.St,S ,305.WP�WFLOR 331 VA 4268 Wastracds Drive 2 Phone (305)871-1530.F..:(305)871-1.1 DRAWING No 6_7 .0:04,60.01..Qm West Palm Beach, FL 33407 3 UTA 4 17—107 ONAL WALTED'ok-01*487 911.P.E. TIL FLORIDA U..j 44167 3 SKEET '�;1790 6 F-2-0 P.E. URE/DATE NCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK _ POURED CONCRETE SHEET 13) REOUKtEO CONCRETE ANCHORS 1ACHtNE SCREWS S. CONCRETE REOUI'0 REQUIRED ^Y roA r,%i�1 (SEE SCHEDULE ON YI/t j4'-20 f CONCRETC ANCHORS %/ Q 1 B �A OE"YSFONvE(SEE uSUP.'RIV ON sHw 7) ' (SEE SCHEDULE ON SHEET 13} SHEET 13} NUT'S@ 12'D.C. (' J '^;' ! Mtn. i/4'e-20x3/4'S,5. f ED ORid EQ MACHINE SCREWS __ EO EO USING Xlii 1i 5 1.-20 NUTS 3"i A1 ELL] i 5 I .M25o0x.'E.D. 1.J2, ' .250Max. .250•Max. OPTIONAL I WPRONAL SaE JttOu 9EkT ♦ ' MIN.SEPARATION TO GLASS T h„taa Ruc OTA,m --COR EOaSTINC EXISTING 1 TIO sFEr w�R I I i GLASS SCHEDULE ON SHEET I t) 1 , CLASS-^-i RtOC4N�49 EE SCHESEPADULE t0 GLASS EXISTING '_(SEE SCHEDULE qN SHEET t1) 1 I GLASS (A) WALLEADER INSTALLATION Q HV WALL HEADER-INSTALLATION (BJ HY WALL HEADER INSTpLLATiQN + KEYSTONE _ TONE EXISTING ,rO _ MIN.SEPARATION TO GLASS CLASS_,,, Mi UPARAoa1 ;—(SEE SCHEDULE ON SHEET I T) 1 1D aA55(fFE I 1 1 OR I MW.SEPARATION TO CLASS I 1 1 WS !��a S . ( � i—(SEE SCHEDULE ON SHEET IT) I IT PON RAIL(DI.— H i � O'19#2f to I .` i OPTOONAI. i i Ii OI HtlfS O)G �q EXISTING 5-- / s�_ GLA5 ' f OOi O I Max. .1 - f OPTIONAL ,,• D OR 15 4. 1/4'0-2093/4S.S. I r Min. (,/I •� f /� + ,%, Y EO EO PHILLIPS TRUSS HEAD CONCRETE ANCHORS TRUSS HOEAp MACHINE SCREWS i 17 18 MACHINE NUTS S USING (. '' S CONCRETE ANCHORS i � 1' 1/4-20 NUTS O 12'O.C. (EE SCHEDULE ON W/1/4`-20 NUTS t2'O.C. POURED CpNCRETE - (SEE SC14ECULE ON SHEET t3) M;n. POURED CONCRETE— SHEET 13) r OR CONCRETE BLOCK OR CONCRETE BLOCK fl, / LCRETE ANCHORS REQUIRED WALL REWIRED yV WALL StL)INSTALLATIOtJ 1 (SEE SCHEDULE ON OF HV WALL I,' LL INS-TALLATIOR POURED CONCRETE....) SHEET I<) OR CONCRETE BLOCK WALL REWIRED HV WALL $ILL INSTALLATION Nap FOR COMBINATION TIF SECTIONS; . INSTALLATION DETAILS W/ .t-SEE SHEET 4 FOR TYPICAL SHUTTER '+E,D.=COGE DISTANCE ♦ SEE LIMITATIONS OF USE FOR ASSEMBLY p 1C) HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (BEE SPECIFlCATIONS ON SHEET 13) BLADE t ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. !tIt iii (1' A►�• Tl ''. FLORIDA BUILDING CODE(Non Nigh Velocity NUrrlCOnB Zone `L y*xi, •• Ci cry ✓ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA.HVTM A t .. Accordion Shutter System /711LECOm e. ■S■S.A■ H.v BLADE#1 w/OR w/o tLlr.IMNDEAN BLADE TILWT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,N 6ESCRIPIION DATE DTANTI aV: L.O. ^. �•'•.,•(� ��;,+••�C4t TMx 6335&W.36"St.,Sia.305.VJr-'"GUM*FLIROA 33t ASSOQIOt10n, Inc. f QLD 15-085 7/27/1 QATE: 07/27 T7 ��-. Phana:(305)871-1530.ro.:(305)871-1531 4268 Westroads Drive 2 DRAWING No 6t11F1 0- 9:UIOt0.0Q DI=. West Palm Beach, FL 33407, 3 4 —11]7 Al �N,r HALTER A.-TOUT 1? ZP.E.P. FLORIDA Ue.p 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 POURED CONCRETE ANC140AS I UK�ARATON 1 OR ♦ ! 'PN'UPARAMN 1 CONCRETE (SEE SCHEDULE ON SHEET 13) I rO MAss(SLE r+ ' 1 t0 MASS EXISTING 4olnua t REQUIRED -')t min a t mAVO Gam`'-") p¢P11) ' EDGE OF //• ��.�::-/ /; SLAB IF p+SNST 10 tp+ I "n'm MA s r . C• APPLICABLEEXISTING f ftK4SmkQ r—{ a i 17 GLASS ALTERNATE •,_j EXISTING .�Ci %�; IOCACT ON I CLASS- 'r 1 1 #10x3/4"HEX WASNER HEAD I( 1 r •.. r/!r. '1 /,/,.:/f 11 Ca 13 15 319 wN TEK SCREWS a 12•O.C. _ � 3/E CONCRETE ANCHORS , $ /";'/'+' ` l�/. 7 (SEE SCHEDULE ON SHEET 13) Ir/ / / E /a // :// "1` f - /',/` AFPL CAQLE EOGC OFr. StAB IF EXISTING ' EDGE 0t SLAB IF !j 1 j2 I ' EDGE OF r •'' '•' �" APPLICABLE ( ; i UK TtPNUTiON APPUCABLE 'fr /.G.,• ''`' r{') '`/ 1 r i' / SLAB IF ! t0 a,SS tSiE . ,- / // / ,' i / f J APPLICABLE POURED E. D.+ CONCRETE RAT HEAD CONCRETE ANCHORS kY4yl g,itT r r^//'' ;. , r ,r i r ,•,// ! CONCRETE REQUIRED (` SCHEOULE ON SHEET 14) '"!SON 10j$Cr7aus 1 1 OR ��CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS Liotta q)A'QN REQUIRED .0.• D.' (SEE SCHEDULE ON SHEET 14) (1 TRENCH INST !L T'� ION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. Q HV FLOOR INSTALLATION ( HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER Q HV CEILING INSTALLATION SCHEDULE p3, SHEET Ii EXIS'RNG � WA 1 CONCRETE ANCHORS Com" Woulls— (S EEETSCHEEDULE oN 1/.1d LLW wi Tia w/`- I O EXISTING �(ON sem! y EXISTING'-�t +d to MASS i �����1 EXISTRtLA56��,,,� r OR 1/4-0 / I I/4" CLASS , c GLASS �KMc so tMts Cx>+aET 11) -"—"V ' •w.,p'vurorr m 1 ala"WK weDwOn o s' MAX. i 60)_1iri O.C.FOR UP TO C-O•SPAN AAD 1 4'O.C.FOR SPAM LARCCR TWX i �•tT(S.E. tfb" 1 6•-0'LP11A1i+XMRDsEVANF At LYW1'FASTWEA 1ffJllMP.)(SIE NOTTE 1 CN 1/2110x3/4'HEX E,,p. SHE'LT Tt r'an UWIM S 3 8 rMAX. P=.'111! WASHERHEAD / >'TEK SCREWSCONT.SUJA1rTO t2.O.C.^ / !/ $ i114x3/4' .HEX HEADT_ __ t/4•a-20.3/4•SS MS TEK SCREWS O 9"O.C. I3 #14.3/4•S.DS.OR 1/4"0-20 S.S.M.S, CHORS b - ' , 0 9-0.C. ..-_ Mor. : • •. % O 12.OC. UT9O.CLE ON ' / 2 � :11 r Ex3" M Nor STB)CTURAL 1/2' 1' WAii TTau roECDaATrvErE.D./ $)tA8 OLFF 114x3/4•F.H.5A.S.7/& r 1 7/6 '! / rAPPAB IF L_.._r, ® 9"O.C. ./ , / ANCHORS SEE NOTE 13(0) ' _ SEE NATE 13(d) ` ' D L--�--EA. POURED CONCRETE (SEE SEND) ON ON SHEET 1 ' •, .. i POURED CONCRETE ON SHEET 1 ROR CONCR EQUIRED BLOCK SHEET 14) OR CONCRETE BLOCK POURED / REQUIRED 0 KEK YSTO MOUNTING a4INSTALLATION OPTIONAL CONCRETE HV WALL ,ALO R INSTALLATITION HV W Q ALL WALK—OVER INSTALLATION REOU)RED LaOOLrU14:JNiiLR SPAN a•-0' (2) HVAINGUARD INSTALLATION t )YDTE: 'r THIS INSTALLATION SHALL BE - HaTFroR MAINATION OF SFCLIONS: F' E REMOVABLE WHEN PERFORMED 0. nEDGE DISTANCE ADJACETfi TO AN OPERABLE EXIT SEEUM ATQNS aF USE FOR 1- SEE SHEET 4 FOR TYPICAL.SHUTTER E SPECIFICATIONS ON SHEET 13) OR ENTRANCE SLADEUA ON SHEET 19 INSTALLATION DETAILS W,/ C1) HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED 1,)1'ilk k t -J.,�n FLORIDA BUILDING CODE(Non Ni h Velocity Hurricane Zone IN ANY WAY TO SUR ANY INSTALLATION. 1 115 ............ . � 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTi�diV, r _ *tea, -.__ A S A y L E C o .w 1:. Accordion Shutter System KV. BLADE#1 W/OR W/0 RV.W"M 81" .„f TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems- v.N ors"IPTIDN DATE IN BN LC 6356 R.W.36tM1 St.,St..305.WR02PA GAIM .rt4RDA 33t4 Association, Inc. 1 OLD 13-035 7/27/1 DATC 07/27/17 y- O...... 426$ tVestroods Drive 2 DRAWING No —``— --L' Phone;(305)871-1530.Fax:(30*71-1537 f/O�A �N\T+tt� e-mo��cRa ooT1$.can West Palm Beach, FL 33407 3 17-107 •'-•'��.IIiIAI��tt r WALTCR A.TR.UT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORDA U.1 441'67 6 $H7 OF 20 SEE-END WALL CON I ETS 10 A-18, SEE NOTES ON LOCKING RODS Q.W LOCKS©or OUT 6 I IN - INSTALLATIONS W/ 1 HV **BIADE S$LACKi�ETNL HK IS VALID SPOOF AU ExisTwc cLnss � BLADE WZ HV CENTERMATES CENTERVATES APPLICATION WITH BLADE0 teR®«\J-Oov`"$�«10 •�oR OR 25 ONNECTION F EXISTING GLASS DETAILS ON SHEETS lO & t TA2.41/6't0-2 { a.�89 i J. 02 I J• U 1/4" 7" 6 1/2- 7• (coon-T6 uior}uuM, / ®• gp?Q$ 1 i I SYMMETRYCAL ANGLE'2 IAL TMCtlN I 2' « a+cx�ds Ta coeacRe/e ( T SENTERMATES LAIN.SEPARATION (4)Y1oAt/2(TOP/SOT700?.4) g10>,3,4-S.LL6.012' C Or �(J" r TO CLASS AT EACH ANGLE.(TVP) 1 Tuse00 G.FULL LENCHT, * (SEE SCHEDULE N 5 J \ w * * (N 3 ON SNEET if) r t i ' ---------- - _--_'- - - - ------ 5 2` p O`O O O•Q _ 20 NVB OUT w HVC « cR 6 7 «8 «10 « w HVA @ oR0«e.V«(D-@-@ A E%15TiNC CLASS POURED CONCRETE OR & •04)-U] •@iF1 )p- 15«©` 13 a+1 « Cc REOU CONCRETE BLOCK l'lAI.L cLAss $• «�+�«Q-�w! SYMMETRICAL _—__— IN �•�� « �O•�«_ T �__ __ I EXISTING lJ MIN.SEPARATION (— s •15:Q• cENTERMATES 6 �•�«( •���• « 5 * (SEE SCHEDULE _..! GLASS , y_(L�IY (I'TIGNLNE 4H SHEET i t} MIN, SEPARATION Ta GLASS �S�✓JJ C7 0° • - �'--'f, , (SEE SCHEaULE 1 N OPTIONAL ON SHEET 11) (INTERIOR) O�J T CONCRETE 1—. ANCHORS 16"O.C. `3. 2 VARIES tv Jol f I I I d * w {J y —�N *` { y m '•7.7 O Ll T 6 1/2"MAXJ SLACK / OUT 3 5 (EXTERIOR) HVE �J �} HVF** 3 H Vb ,++''+ a"'y' FLORIDA BUILDING CODE(Non High Ve)Gaity Hurricane Zane' 1 @ 2017 EASTERN METAL SUPPLY, INC. 02017❑LTECO,INC. 'UcnisF• �� B RTHA H TL, A A Accordion Shutter System /7,L E C i N c. ■ ■ ■ ■ H v MADE#1 w/OR w/o KV.wtNanw MADE �P� American Shutter Systems EV.N DESCRIPDON DATE DRANTI B/: L.C. TIL TESTING k ENGINEERING COMPANY I to 8715 tM 38th.Si,Ste.305.MAMMA GMM.FLORIDA 33"' 318 AssOClation: InG. 1 OLD SS-OSS 7/2711 GATE: 07/27/17 ~` ••'• ��-t^- Pnone:(!03)871-153 .Fax:(30S)S71-101 4,rG66 `t''lestroads Drive 2 DRAWING No '�s�� NG\/01ill n-mato tt t* g.C.m West Palm Beath, Fl 33407 ; 17-107 NAL.*VF ', WALTER A TILLR Jr.P.E. A of0 FLORIDA Uc.it 44167 5 SHEET P.E.'SEAL/SIGNATURE/DATE D 8 OF 20 ALTERNATE INST O W HV " " LOC V A LE " " L09KS CENTERMATES 8 OCESI M HV RL ADE Srr END CONNECnON DETAILS ON SHEETS_10 k 18 INSTALLATION 1 HV SLAD OUT IN e�, —OGMC 6A�©SIAOK ORAR 1M.RroOATEo ay Mwa. W/ HD CENTERMATES ) 32 y�•� AS WELL A3 UPAVERsU,nDATING RuOE(D DETi H ALT D, �a�a�•�7 aV IO•�a -CCATEu ON THIS SHEET.MAY et USED WITH T,lrs uTtRNA ND _CONNECTION I f0• a aINSTALLATION TAIILLS ON SH 10 IS 01 I ©`O•®a© U dna i I �•�aC�`a�"®'din 2•.2•.,Je'.0•.: ©.dJa�.dna+ �� (axes-Te uLoq,uw. 35* 35• ANCIL M 1 1,(0�orTA-a,c } °e• e,i t�nONA,.1 4'e SoPnavul t9r,xa C 8.AN o iucE i �►so.SJr sua o Tx" AT GOI AVCLE.Owl O.C,AV ACHY, t IN (4)N.V. 3O HV "T" ,4) 71/4, PINS MP.) � fia cO 1mAs 5 3 LOCK (INSIDE) 1 — x I xw aaLr n 1 --- •--------- yr �. 5 i 28 29 1 5 3 F0—UT1 31 CA3@2-, 3 31 oR S2 31 QR@J- 35 31 OR 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 3 * (amoNW *SEE NOTE s TOR NV LOCK®. W/ 7/8"0 x 3/32" WINGNUT. (onwm)HOB—� OUT I = ( G LOCX.ON SHEET Si. /'�>r SYMMETRICAL HD CENTER}ATES SYMMETRICAL HD C NT $MATES ( HV "T" LOCK (OUTSIDE) �G* W/Q* LOC �(TERIOR) yJ/ L' QCK (INTERIOR)tsrRlss 41444 u0u¢xuu (2074-T3 AU,OY)LARCE nANCE Twe a®a©•Qa g�o 10•�m SHEET NurstRT,PART P 0020. tp•�'a�.®a�•®a AS WXUF&C%0EO BY AVOEL CHEWY TWORN,PARSIPPENY.NEW JERSEY ©•7O•©a G�•(�7 •�w 07054 OR EWAL - SU Nma Lo� Es AR,w�..ftas e A w O Lam al VW iF E •--- 1 / 1 ** CMM FLOAMC 8LADE0 MAIL HL0-14M G f ` Y4A)rDN All.CGRL7UMCS APPIAl.1MtA MIM B1AeC(y HDQ—HVD** FLOATING STACK Irrrrrrrrrruri� Irl ERA p� FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane 02017 TILTECO,INC. 1012017 EASTERN METAL SUPPLY. INC. EN IJ Nsj% BERTHA HVTM a.4 /=L - p p Accordion Shutter System c o o.�. . ALV. EIADE#1 W/OR W/0 ALV.WINDOW J TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems N.x usemPT10N DATE ORAMN er: L0. O '•. �; Assoclation, Inc. 1 OLD 15-085 7/x7 1 DAtE: o7/a7f17 .� b ,� W55 3&A Sc,S, 305,VIRG"OAPOOM rwR"331 N N.M.PHxne;(30.5)471-1530.Eox:(305)871-15%1 4258 Westroads Drive x DRAWING No -.�dNk! EN ++11r •M.I:t�10000718 44"i West Palm Beach, FL 33407 : 17-107 rr.Y/ErrPr WALTER A.rLLIT Jr.P.E. rtaRlDA uo.a b4TS7 a SHEET P.E .SEAL/SIGNATURE/GATE OF 20 POURED CONCRETE POURED CONCRETE 11 OUR ED CONCRETE +. POURED CONCRETE OR I is j` OR i QLOCKRETE NWN.IT CONCRETE OR ; �A ! LOCK WALL REQUIRED CONCRETE BLOCK WALL OR CONCRETE ,� j REQUIRED ; i BLOCK WAIL REQUIRED k y/ ' —EXISTING GLASS �EXISTING GLASS {•/' j Ga. AN �, -'•7�•""11 (,. STENO GLASS •-� EXISTING GLASS �'` �" T 1, '^, 2'MIN.. 0 16`O.C. 1 !'�, ,. �...(� %' MN,sEPAPA1rCN �' // .'` '+ T/,}1' ,j r T ' !+=�2`MIN. TD GLASS(Sm MN.SEPARATIQV �, ! Ea Ea/ . MTO (5££ SCHEDULE t @ D(DN 0 SKEETf l T°GL SS(SEE fi _ / LTN 5 SS ICH (SEE j NII SOHMULE ON SHEET r/16x3`AfA1T. ON SHEET tp cR ` TO U.E O SW SEE SCHMR.£ON OAN I SGf rrmA ON II FOR RADE(DAND (6°63-76)COM. ELADES(D i j f 1 j2•' QN S T9TO ' —^� CN S1tEEt 10 FOR ALUM,CLOSER I (Eif01 R SIDE) RLADES O&It�l PLATE. ((LOCATE 1/2'' / BLAD£5(D& OF ) AT EITHEOOF MIN i Q.USE 1'OR 2-MAX. 1/2-MIN, 1 -Ij #tOxt/2'S.M,S. „�•_.�_�,.� (AS APPUCAQLE)x27x1/13"x0•-2' ® 16"O.C. _� "__,:+ ALUMINUM CUP ANGLE ' (6063-T6 ALL AT LIIDHEIGHT (1) #10x1/2'S.M.S.10 ( 1 & _( 4 s (2)1/4-0 TAPCONS ANCHORS TO WALL AT T'O.C. (LOCATE AT /cL! 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SpFytAE ON S EEE ____ -- - OR�OR�OR�ON SHEET r9 OR TI FOR GLADE ITSANp .- CONCRETE' ' �'(D&OON St¢ET t0ANCHOR '�\ t0 1 OR(D / 6. O.C. r= _,.•2`MIN, ;' 7 2-MIN.,' ♦ SEE U!A ATION5 OF USE FOR ��7/� ������� y I Sm UI DN SHEETS ti.7OR CROCRI@OR@ JEW Y �. 5 r . 1 OR ®' ELM OR 6r � waw© Q«Q w �« �� POURED CONCRETE OR t «®«©•�?w t0+0« t ,0°iO,Si a©,®w END INSTALLATION , CONCRETE BLOCK WALL REQUIRED Q•Q-0«O'O•�•^ (IHV BLADE OR NV WINDOW BLADE INTO O O'©«�6}`�}•�« �'�«�'�°�`�« CONCRETE OR CONCRETE BLOCK WALL. END �•®«�•�«®•0« a�«0.0«0• CONNECTiOlI DETAIL Q ®'®«� ©«0 O«r�1®+ C 0N DETAIL@ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zona \111 •. 02017 uc TILTECO,INC. 02017 EASTERN METAL.SUPPLY,INC.13ERTRA HVTM * /► A Q Accordion Shutter System i L E C'O N(:. . ■ . . H V. BLADE#1 W/OR W/0 H V.1MN40W&ADE Arnertcon Shutterstems TILLIT TESTING & ENGINEERING COMPANY Y LY,N oES5-08 oATE DRAWN Lc. '4 Assoc(ationx Inc. 1 OLD T5-OBS 7/27/1 WEE O7/27/17 � '•.�j it In/LW,36t SL,Ste.305,%IAG n CdA=4N TLOPoOR 331 ..�2ji+w=-•= �L Phone:(305)371-1530.Pax:(305)671-1531 4268 Westroods Drive 2 DRAWING No "•._u +���'J••}•"��\`�L1r' o-a� tat«ooe�g eom West Palm Beach, FL 33407 3 17-107 7_)07 "A` .i WALTER A TILUT Jr P.E. 4 "I.....riix"'t� FLOROA U./44167 5 SHEET P,E. SEAL/SIGNATURE/DATE s 10 OF 20 SCHEDULE-41 soffDa.L12 S.C_HEDUL N3 MAXIMUM SHUTTER SPAS "L+" OR'I MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" gLtnnON IF�END = + (ft,), FOR INSTALLATIONS W/ A OR "L-• (ft.) FOR R "L-" (ft.) INSTALLATIONS (:ENTER►1ATES, & or or INSTALLATIONS Wj CONCRETE & W000 (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or @ or or & W/ ONE HV LOCKS MANSORY POSITIVE A.S.O. DESIGN PRESSURE RATING, HD LOCK �W/ NO LOCKING RODS or ONE HV LOGK or or OR�W NO LOCKING L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA 2A 29 W/ ONE W/ NO LOCKING RODS�$ j WALL A, B, C, 0, E, M, N, 4. P, 0, A.S.D. DESIGN PRESSURE RATING, ® Vol5 MOUNTING F, K & L R. S, &V. HGJ•"T" LOCK 30 W/TWO LOS 8 NG (SEE NOTES t•H) (VAUD FOR MOUNRNG�(1i, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM 195EE SHEET 7) FLOOR/CEILING G. H, 1, 11, J T. U,W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNO: A�TTGG CONCRETE k WOOD MOUNTING CON er1: tOa INSTALLATIONS CONCRETE uanuw - '+vtl'A111 1 sr L no u4><ww wSTALLAnpNS & lA GIVEN A POSITIVE A.S,D. DESIGN PRESSURE RATING, 4sa OD.�W, ♦s.u.or.�cN As.o.oma, DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. PAL WALL MOUNTING PLOOR CEIUNG p9sm"It WALL MOUNnNGRATWO PRtvstimt iLOOR C@UNO MOU1,nN0 / RATM tr RATWO / GIVEN A NEGATIVE A.S,O, DESIGN PRESSURE RATING, (P i1) MOUIJTING (P4.1.1 BOOR/CEILING MOUNTING (P.a1'1 OR DETERMINE MAXIMUM SPAN %-"FROM SCH£OULE, {t A-) I.OR;) NOR-) FLOOR MOUNfINO 1+ (10 L-(1) L t (,I) L-(R) L 4 (6) L-(4) L r 69 L-(R) tS MAXIMUM SHUTTER SPAN 'L+'OR'L FOR 3p OR LES 16'-0" is'-0 16'-0' IB-0' 30 t5'-O" 16'-0' 34 i6'-0' i6'-0' INSTALLATIONS INTO WOOD SHALL BE UMITHD TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE t05 Oaf.A.S.D.DESIGN PRESSURE RATING. )AINIMUM DETERMINED SPAN BETWEEN %+'AND L 35 14'-10- 14'-f0' 15'-2- t6'-D' 35 14'-10• 14'-10" 35 40 t3'-t0' i3'-IO' 14'-2- 15'-2' 40 13'-td' 13'-t0' 4p ta'-2• 15'-2» (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-t• 13"-4" 14'-3' 45 13'-1' 13'-1• 45 13,-4' 14'-3" t HV CORNER CENTERMATE @3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 54 12'-5' t2'-5' 12'-6' 13'-7' 50 12'-5• 12'-6" 50 t2'-3- 13'-1- MOUNTING INSTALLATIONS, LOCIONG SPECIFICATIONS W'/FLOOR/CFJUNG MOUNTINGS: 55 1f'-10" 11'-10' 12'-1' 12'-11- 55 11'-f0" 11'-1O• 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDMOIN 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE 60 11'-4- !V 4' 11'-7- t2'-4• 60 Il'-4' 11'-4 60 t0'-2' 104-11* 5,SHEET 5. RATING; 65 10'-10• i0'-10' I)'-1' 11 1 '-t " 65 101-10" 10'-10' 65 9'-5" 10'-1" DETERMINE: L++. MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' t0`-6' 10'-9" It'-5' 70 10'-6' 10'-6" 70 8'-9' 9-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I" 10'-1' 10'^4• 11'-1' 75 10'-t• 10'-t' 7S 8'-9" t EXCEPT THAT MAX MUM SHUTTER INSTALLATIONS, BO 9'-t0• 9'-t0' t0'-D' 10'-9' BO 9'-10' 9'-10' SPAN'L+•OR t-'AND MAXIMUM A.S.D.DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9' 10'-5" 85 W-5" 9'-6- PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' 9'-5' 10'-i- 9Q 9'-3' 9'-3` OR CONCRETE BUCK SHALL BE UMRED AS FOLLOWS: DETERMINE: T- CONNECTIONS TO KEYSTONE MOUNTING Lt-� MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 95 9'_p 0.-9• 9'-2' 9'-10» 95 9'-0" 8'-9" LIMITED TO +64,-72 P.s.f.AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUNO MOUNTING ADD 9•-9- 8'-4' 9'-O' 9'-7' 100 8'-9" 8`-4" MOUNTING ANON SHEET 7. INSTALLATIONS, 105 8'-7" T-11° 8-9• 9'-4" TOS . 8'-7" 7'-ti" 110 8'-4- 7'-7' W-7- 8'-2' 110 8'-s' 7'-7' �v n i FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' 7'-3" 8'-4- B'-ii' 115 8'-2- 7'-3• SEPARATION �0 GLASS SCHEDULE MINIMUM BETWEEN "L1+•, "La+'. 'U-'AND-L7-" 120 8'-0 6'-11' 8'-2' 8'-9- 120 8'-0' W-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 6'-B- 8'-0' 8'-5" 125 7'-t0" V-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8• 8"-s• 7'-10' 8'-1' 130 7'-8• W-5• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' W-2' 7'-9' 7'-9' 135 7'-7` 6'-2' MINIMUM SPACING. 140 7'-s° 5'-11" M s• 1ao 7-s• 5-u• ASTM E-1996 SEPARATION 145 7'-3- 5'-9` 3- 145 7'-3' TO G�`�`� 150 T-2' S'-7' 0' Iso 7'-2' 5'-7' 155 7'-0' 5'-s' 9" 155 7'-0" 5'-S" 1 THRU 3 1�� 160 7' 160 6'-tt- 5'-2" 165 W-10' W-I' 4- 165 6'-10' 5'-1" 170 6'-9- 4'-11" 2- 170 W-9• 4'-11" 175 6'-7. 4'-9" 0' 175 6'-7" 4'-8' 180 6'-8' 4'-8' 6'-8' S'-10" 180 6'^6' N V B LA 4r E 185 6'-5" 4'-6' 6'-7' 5'-8' 185 6'-5' 4'-6' 190 6'-4- 4'-5' 6'-6' W-6' 190 6'-4' 4'-S' 195 6'-3' t`-3' 6'-5' S'-5' 195 6'-3' 4'-3- 200 6'-2' 4'-2' 6`-4" 5'-3• 200 6'-2' 4'-2" 245 6'-1• 4'-1' 8'-3• s'-r 205 s'-1• .v .., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111, �,.� •• .. �' �-' 07017 TILTECO"INC. 02017 EASTERN METAL SUPPLY,INr- 13ERTHA HVTM /► Accordion Shutter System e ark 8� 7 iL E 4 O pR. . . . . H.V. BLADE#1 W/OR W/0 ALV.W1NM BLADE American Shutter Systems -d i 4TH A TILUT TESTING & ENGINEERING COMPANY Inc. PCV.K DESCRIPTION DA/[ DATE. 10 MLICV. L C. l!�-TAPE UY r c�" A Assoclatfon cI OLD 15-085 7/27/I GATE: p7/27117 44J A\ 6335 on 36th.SA.Ste.305.YIFwhA CN10EN5.FLORDA 331 P Phone:(305)971-1530.Fart:(305)071-1531 4268 Westroods Drive 2 DRAWING No \h 1 0-lftl:%1610O.W.0 m West Palm Beach, FL 33407 3 ry L}��} sS1L�ItIAL���.�L1 WALICE9 000U6�719r.P.E. a 1 7—i 0/ TLORIOA LIC.A 44167 3 SHEET P.E. S6Z7/lG''f� PURE/GATE s OF 20 .111 T:i .tS t 1 .1. :.1 t: 't,,t . .t .1 ~�1' •; t. 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SHLOM 5EA1 SPECIFICATIONS ON ANCHOR REOUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBS TES A.S.D. ..,.a�•T �11L�PRESSURE Ra11NG A�A,(ORRES,°QNUN:►loUNnNG TrP FOR CONCREfF OR BLOCK.MGTA!I,!flONS (SEE MOUNTINGS E.01&H ON SHEESS 8&7) /.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CANCREIE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCAM(Min,re-3 W) uwAw QWALL SILL MOUNTING @ CEILING MOUNTING FLOOR MOUNTING - t/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.GUILOEX.{Min,t'0-3 100 SPAN ANCHORS SPACING LFP.ENO - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.t'0 a 3 IMI) ( IXBt n SU WG 0. Y t0:0 0.OE3WN Pq(SSVBE - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC,(Min.re-2 k5i) TA WITH DV 1 4'0 TAPPER+ANCHORS AS ROVED LICENSE SY POWERS FASTENERS,WC.,AND Ot WITH TH BY ALL POINTS SCREW,COLT A SPECW.TY 30 40 60 75 60 120 180 265 JO 40160175 80112011601205 30 40 80 75 IID 120 180 205 TAPCON WITH ADVANCED - / t4 t2 10 P 5 6 1 4 12 to e B 0 14 12 10 9 a 8 6 THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,WC. 3'-0 ' 14 t2 14 9 8 8 8 S 14 12 10 9 6 8 .6 6 to 12 to 9 a 8 8 8 {Min.r0 a 3 k0i} DR LESS 14 12 10 0 8 8 6 8 14 12 10 B a 6 6 14 t2 10 9 B B 6 5 ALL POINTS SOUR-SET 14 72 SO 9 a 8 0 7 14 t2 10 9 8 6 8 6 14 12 iQ 9 8 8 6 8 DINE IAP W/CAP NOTES: 14 12 10 9 6 7 0 7 14 12 10 9 6 e 6 6 14 12 10 9 8 8 6 S TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS t 1/2•. b'-0" !4 12 /0 9 6 a 0 e 11 t2 10 B 8 a B 6 14 12 10 9 6 8 6 a3 I4 12 t0 9 6 6 6 4 14 12 10 9 8 a 6 4.3 14 12 10 GF-.I_ Q 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4.0 X 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 t4 12 10 0 6 a 6 5.5 14 12 10 B 8 8 5 44 INTO STUCCO$HALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SMALL BE t 1/2-LONG MINIMUM SHOULD STUCCO T4-12 iQ 9 73 5.5 35 - i4 12 to 9 6 8 6 5 14 12 10 9 8 7 54 4 •sa CF tM[rQR EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, 14 12 10 9 9 8 B 6 li IZ t0 9 a D 0 5S 14 12 10 9 0 8 B 45 BUbE ON 6HEEi 1D 5'-B• 14 12 t0 9 8 7 4 - 14 12 10 9 8 OS 5 3.8 14 i2 10 a 6.5 5 3.5 J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VEtTEER BE FOUND ON THE EXtSnNG WALL OR FLOOR, 14 12 t0 9 8 73 4.5 - 14 t2 10 0 8 B 6 4.5 14 12 10 9 8 6 43 .75 ANCHORS SMALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SFRALI,BE AS INDICATED ON I4 12 D.9 .5 6.S 4,5 - - 14 12 10 0 8 74 S.5 4 14 /2 f0 9 8 6 44 3.5 INSTALLATION A.2) FS WITH METAL INSTALLATIONS VINYL OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR G'-0• 14 42 t0 0 0 8 6 - 14 12 10 B 8 8 0 9 14 t2 10 9 6 8.5 a 3.5 14 2 -1 0 B 7.5 6 3 - -1-A 12 70 64 7 5.5 4 J 14 12 B 8.5 53 4 3 - {8) To EXISTINO CONCRETE BLOCK:{ASTM C-00) /4 t2 70 0 8 6 - - t4 12 t0 9 6 6.5-3-3.7-5 14 12 IO 8.5 0 S 4 - - 1/4'0 TAPCON OR TAPWN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT,W.OUILDEX. 14 12 6 6.5 M3 3 - - 14 t2 t0 B a &5 4.5 3.a 14 12 10 e 7 5 3.3 J - 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY CCMPANY, 14 12 10 B a 0 - - 14 12 10 0 a 7 5 4 14 12 19 0 7.5 5.9 4 3 7'-O• - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC, T4-12 -TO- 8 64 4 - - 14 12 9 .5 . 4,5 34 - 14 12 7*5.s 4.5 34 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 6.5 7 4 - - 14 / 10 9 .5 .S 4 - 14 12 9 -f-,7777555 644 - - COMPANY OR AAE'OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYMMS ASSOCIATION.WC. ii ii 7 64 4.6 - - 14 t2 40 9 7.S S3 4 - t4 t2 9 7 8 t4 J - 8'-0• 14 12 10 9 9 6.5 - - 14 12 10 B 8 8 4 - 14 12 f0 8 83 5 J.b - NOTES: T4-t2 a.5 T 5,S 3 - - 14 ,2 a 6.5 u 4 3 - 23 44 6 5 4 3 - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCdN u 12 94 74 e - $4 12 9.a 8 84 5 - 14 12 B 6 8.5 4 - - WITH ADVANCER THREADFORM TECHNOLOGY ANCHORS IS I', 13 93 ea 5 3.5 - - 14 t2 10 8 0.5 5 - - 14 12 B 6.5 S 4 - B._0. t4 t2 10 9 6 - - 14 12 t0 B T.b 4S - - 14 i2 8.5 7 b3 4 - - 8.2)MINIMUM EMOCOMEM OF 1/4'6 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 4 - 14 11 7 5.5 5 3.5 - - 11 8 5,5 4.5 3.5 - - EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO T4 12 5 6.5 4,5 - - 14 12 64 7 5. A - - 14 103 7 53 6 4,a - EXIST,AND 1'MINIMUM FOR WALLS YOH NO STUCCO. 11,5 85 5.3 4 - - - - 14 12 9 7 6 a.b - - 14 11 7 5.5 4.5 3.5 - 10'-0' 14 12 fo 9 T'S - - - 14 12 1a s 6.3 b - u 12 a 6 3 4 - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 3.5 - - 13 94 8.5 S 4 3 - - 10 74 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON 14 tl 7.5 53 - - - - 14 11.5 9 6 5 4 - - 124 94 6 5 4 4 - - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR Ctrs WITH OR WITHOUT METAL.STUDS CONSULT THIS ENGINEER iQ4 a 5 - - L4 12 B 6.5 S4 4 - 13 14 63 S 4 J - - FOR INSTALLATION INTO VFS WITH METAL STUDS SEE SHEET 20. It'-0° 14 12 10 - - - - 14 12 0 7 B 4.6 - - 14 10.5 7 5.5 43 34 - - (C) ANCHORS SHAD.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t2.5 0 6 - 12 9 8 4.5 4 3 - 0 T 44 3.5 3 - - ti f0 7 - - - - - 14 10.6 7 8.5 4.5 - - - 11.5 8.515.5 4.5 .75 - - - (0) SEE SCHEDULE BELLOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, ' B4 7 to - - - - 14 11.5 7.5 6 5 - - 12 9 6 4.5 4 - - - EDGE 14 12 10 - - - - - 74 t2 6 8.5 S4 - - - 13 [0 8.5 5 4 - - - F,Q('j DISTANCE VERSUS SPA TNG$�jlt)j,E,/DR ANCHORS• 113 S 4.S - - - 11 8 5.5 4 3.5 - - 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13 04 C5 a 4 - - - o4 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. D 6.5 - - 14 10.5 0.B 43 - - 11 3 53 43 J3 - - - REDUCED SPACING ODTAINEO USING FACTOR SMALL NOT BE LESS THAN MINIMUM SPACING INOICATED FOR EACH ANCHOR TYPE. 14 12 - - - 14 11.5 7.5 8 b - 12 9 -6 44 'T - - FACTOR 10.5 a - - - - - is 73 s 4 J - - 7.5 &S 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 12.5 63 - - - - - 12 B e 4.5 4 - 9.5 7 5 4 - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP MIN,SPACING 8 6 - - - - t3 9.5 e3 5 - - - O.S 7.5 5 4 - - =DIE E I� 0�7 � MIN.SPACING-3' MIN.SPACING a 3- MIN.SPACING-3 1/2• MIN.SPACING n J' J 3/4' d' 14 12 - - - 14 10.5 7 5.5 - - - - It 03 3.5 4.5 - E.D.14'-0' TO a _ _ - - - 9 7 a.S 3.5 - - - - 7 5 33 J - - - W POURED CONCRETE& TSXFSD C0NC3tE WXTOiF 9OOC PQUR CONCRETE& PWAEPCONCRETE&pp,2¢p OT aTE C DCO{ - - - 1t 9 5.b 4.5 - - - - 0 6.5 44 - - O C IAN EO.+J'ONCRETE 0 CK UTL E0.+3 1/2' LUi FA•2 1/2' UN,E0.•ONCRETE HLOCK COHC.Co. 31 K ��,.J 1/2•uH Ep.21/2' - - - 12 9 6 - - - 9. 7 4.5 - - - - 3• 1.0 0.80 LO 0.78 1.0 0.84 1A ts'-o• 14 - _ - - 34 TO 6.5 - - - 10.6 a 5 - - - - Eii AQE WORKING B - - - - - ea 6.8 4 - - - - e3 5,143 - - - - iN UNISON ♦ 2 1/2• o.e1 Lo 0.51 t.o to Los 6 s as - - - 2' OLID - - a5t - 1t3 as 53 - 0 - - - - 1 3/4' - 0.81 - - - 0.43 ib'_0• t4 - - - - 12.5 33 6 - - t0 - - - - - I 1/2' 0.35 - - 0.35 - a 8 a +• - - - 6 - - - - - 63 7 5 - - - - 6 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4444EtI`�� t"A........... ter Y 42017 TILTECO.INC. ®20�EASTERN METAL SUPPLY, INC. �1CFNS'•. 1.�: Q R A /+ Accordion Shutter System + : 777,7L ECO 1 N C. ■ ■ ■ ■ H.V. BADE#1 Wj OR Wj0 H.V.WINDOW BLADE ya ' American Shutter Systems 1VV.No DESCRIPTION DATE ORAWN tH: Lc. TILLiT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7f27/t aTE: 07/27/17 6355 NW.360.St.SW,305.URVM CAFWM FLOODA 33t Phone:(305)671-1330,Fox (30.5)871-1537 4268 Westroods Drive 2 DRAWING No e-maES-0006712leAm West Palm Beach, FL 33407 3 17-107 ���'/pN •�G�Za•tL' WALTER A TIWT Jr.P.E. 4 P.E."S�AW' ctar�# jDATE FLORIDA U.!4a67 s S 13 OF 20 MAXIMUM ANCHOR! SPA d' (lnn.) HED SDR �}y�N 4Ax. $}fit Jib�PAN_� �D DESIGN NEGATIVE PRESSURE RATING AND p ORC�RFSPONQ!!LG MQlINT1N TYPE FOR CONCRETE QR CONCRETE BLOCK INFLATIONS (SEC Y0UMCS 1.J.K&L ON SHEET 7) POURED CONCREEE POURED COr1ORETE CONCRETE BLOCK ANCHORS_SPACING LE -ND - t ALK OVER& i TRENCH �RNNGUARO MOUNTING WALL/FLOaR MOUNRNG ( WALL/WAUC OVER MOUNTING .D=KWMAXIAN WdE.cR�E5511RE RATIO(90 9A XMI hwim PREa Rue& W=NEwa R'iEma MMIO DEEM IRC• I PATM(Od N WITHPCON D � OR TARCON WITH ADVANCED 30 40 80 75 OO 124 100 205 30[01 60 1751001120 100 205 30140 60 75 90 120 160 205 30140 60 75 O4 120!60 203 THREADFORM TECHNOLOGY 14 w 10 9 1 8 I a 0 6 12 112 112 112 112 1 I.S 8.5 OZ 7 1 7 7 7 7 7 1 7 tbA 5 1 6 5 S 1 b lb 5 b ALL POINTS SDUD-SET 3'-0" 14 12 10 O 1 0 1 6 _r 6 12 112112 12 12 12 9.b 1 7 7 7 7 7 7 1 7 17 5 5 5 5 15 15 5 5 BLUE TAP R LM 14 12. 10 9 1 6 t 6 8 6 19 112 112 112 MS 8 6 4.5 7 7 7 7 7 7 6.5 6 5 S S 5 5 d 14 12 10 0 8 8 6 6 ix 12 ix 12 12 to 7.5 8 J T 7 T T 7 b b .5 5 6 5 S 5 TAPPER+ 14 12 10 O 0 S 6 6 12 12 12 12 IS OA BA 5 7 7 7 7 7 7 d.9 4 b S 5 5 9 5 S 4 4,-0. 14 12 10 a 6 8 6 6 ix 12 12 12 12 9.5 7 S. ] 7 T 7 7 7 7 7 5 8 5 5 5 9 5 5 12 10 9 a 8 6 6 IZ 12 12 OS 6 6 4.5 3.5 7 7 7 7 7 7 6.5 a 5 5 5 a 5 S 5 5 14 12 ID 0 8 8 6 6 12 12 /2 12 10 7.9 Sb 4 7 7 7 7 7 7 T S.b 5 S S S 9 S 8 14 12 10 9 0 8 6 6 12 t2 1x ii 9 7 S 4 7 7 7 7 $.5 4 3 5 5 S 5- 6 5 4 3 14 t2 to 9 a 8 6 6 t2 12 12 12 10 7S SS 4 7 7 7 7 7 7 7 7 5 S 5 8 5 S 9 5 14 12 l0 9 0 8 6 6 12 12 95 75 6 4.5 3S 7 7 7 7 7 7 5 3.5 9 5 5 5 a b 4 14 12 to 0 6 a a 9 /2 11 12 9,5 0 6 4.5 - ? 7 7 7 d.5 4 5 5 '5 5 5 5 5 4 * SEE ANCHOR I4 )2 10 9 8 6 6 /2 t2 /E 9 7S 9 4 7 7 7 7 7 4.5 3.5 - 5 5 b 5 b 4.5 3S - SPECIFICATIONS 6,-O. I4 12 ! 9 a 8 6 4 12 12 12 10 8 6 4.5 3S 7 7 T 7 7 7 7 7 5 5 5 S S 5 5 5 ON SHEET 13 14 12.la 9 8 6 6 8 12 12 8 6 a 4 3 7 7 7 7 5.5 4 - 9 6 5 S 5 4 J 14 iY i0 9 a 0 6 8 t 12 10 a 65 5 .7S » T 7 7 7 T 8 4.5 - 5 5 5 5 5 b 4.5 - 14 12 10 9 8 8 6 6 12 12 10 6 65 d 3.5 - 7 7 7 65 5• 4 - S 9 5 5 5 4. J - 7,�0. 14 12 14 0 B 8 6 6 12 12 t2 &5 7 5 4 3 7 7 7 7 7 7 7 - 5 9 6 5 5 5 5 4 12 ro 9 d 8 6 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 64 S 3 - 5 b 5 5 d 5 3.5 3 14 t2 10 0 8 8 6 6 12 12 8S 7 65 4 - 7 7 7 7 b - b S b s S 4 - 0 VALID ONLY FOR UP TO +70, •-75 1} 12 10 9 6 8 6 - 12 12 8.6 1 56 4 3 - 7 7 7 SS 4.5 -3 - - S 5 5 5 4.5 3.5 - - PSF A.S.D DESIGN PRESSURE 8'-O" 14 la 10 9 a & 6 - 12 12 0.9 7.s 6 4S 35 - 7 7 7 7 7 7 7 4 S 5 s 5 5 s s s RATING & FOR SPANS PER 14 tz to 9 I1 a 5 12 9 6 4.9 4 3 - - 7 7 7 7 5.6 4 - - 5 5 5 5. 5 4 3 SCHEDULE #3, SHEET 11 14 12 tD 9 8 8 0 - lY it ZS 5 .75 - 7 7' 7 7.6 4.9 - S 5 S S 8 4.5 14 12 10 9 8 6 - 12 1,5 7S 6. 5 3.5 - - 7 7 69 6 4 - - - 5 S 5 4 3 - - 9•^0. I4 i2 10 9 b e _ 1x 12 9.5 8S 5S 4 3 7 7 7 7 1 7 8 3 3 5 5 6 6 S S 14 / f0 a 0 6 - - 0.5 a S 4 3.5 - - 7 7 7 0 S 35 - 5 5 S d 9 4 J 14 12 WO 9 a 8 •• 12 40 64 5 4.5 - 7 7 7 65 5.6 - - 5 6 S 5 5 4 14 12 to 0 6 8 - ^ 12 " 7 5.5 4.5 3.5 - 7 7 .5 4S J.5 - S 5 S 4.5 3S - - - !O`-0°14 12 10 9 8 s - - 12 11 8.5 6 5 3s - 7 7 7 7 7 7 65 - 6 6 9 S 9 S 5 4S 14 12 is a 8 8 - 0S 7 4.5 3,5 3 - 7 7 7 5S 4.3 - - 5 6 5 5 4S 3.5 - 14 12 10 9 8 e - 12 9 6 9 4 - 7 7 7 0 5 - - 5 5 S 4.5 a - 14 12 to 9 8 8 - +• 12 9.5 5 5 4 3 - 1 7 5 4 3 - - S 3 5 4.3.5 - - 11'-0" 14 12 10 9 8 a - - 12 10 7 SS 4.5 3.5 = - 7 7 7 7 7 7 3.5 - b 5 5 5 5 5 5 4 �j'�) 14 12 to 9 a B - 0.5_ 4 #.S # - - 1 7 6 5 4 - - 6 5 5 5 4 3 - T HV BLADE ONLY T4-12 t0 9 0 8 - - ti 8 5.8 4 - - - 7 7 T d.5 4.5 - - 5 b 9 4 4.5 - - - 14 12 10 9 8 - - - 11.018.5 55 4.5 3.5 - - 7 4.5 3S - - - S S 4.5 3.6 3 - - 12'^0° 14 12 10 9 8 - - 12 19410.5 b 4 3 - 7 7-7- 7 7 6 3 5 S 5 5 5 $ 4.6 3.5 14 12 10 9 B a B 4 3 - - 7 7 &8 4S 3S - - 5 S S k5 4 3 14 12 1. 9 8 - 10 17315 4 - - J 7 8 8 - fi S S S 4 - 14 i2 t0 9 a - - - 04 18 5 4 6 - 1 6.5 4.5 3S - - - 5 5 4.6 3.5 3 - - - !3'-0°14 12 10 9 6 - - 1.313.5 6 4.5 3.6 3 - 7 7 7 7 7 4.9 - - S 5 S 5 5 5 4S 3.5 14 12 10 9 8 T &S 3S 3 - - 7 7- S 4 3 - 5 S 5 4 3 - - 14 12 to 8 - - 8 7 4.5 .75 ^ - 7 7 6.5 4. - - 9 5 S 4S 4 - 14 12 to 9 - - - - 50 7.5 9 4 3 - - T 6 4 3 - 14' O„14 11 10 0 - - - 0 8 55 f 3S - - ^ 7 7 T17 4 - - S S 5 5 5 S 4 J U 12 tD 0 - 8.5 S J - - - 7 7 S - - - 5 5 5 4 - - 14 12 10 9 - 65 8S 4 7 7 5 - - - 5 S 4 - - - - 14 12 f0 - 9 4.57 5.5 3.5 - - 9 3.5 315'-0"14 to - - - - 10 7,5 5 4 3 - - ^• 7 7 7 3.5 - - SS514 12 0 - 6 4.5 J - - 7 7 4S 5 5 4.3 1 12 10, - 6 6 4 - - 7 7 S - 5 3 5 4 - -4 12 ttl •- - - - -` 8.5 6, 4 3S - - - 7 6.5 3.S' "14 12 10 - - - - •^ 05 7 4.4 3.9 - 7 7 7 31 12 tO - - - - 0 4,5 3 - - - - 7 6S 4. - - - 5 5 43S - - - u7 + - - - s 5 45 ^ - - - FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone it`&XV.,, r�,T 02017 TILTE00,INC. ®2017.EASTERN METAL SUPPLY, INC ..............41CfA+ 8FERTHA.HVTM ASSA a I L E C 4 ally. ■ H.V. Accordion 1 OR Shutter System SAX wU� American Shutter Systems N DTstalPnoN GATE 09AWN sr: Lc. U TICCIT TESTING L[ ENGINEERING COMPANY A930C1pt10O, Inc. 1 O A 15-085 7/27 t 4stE D7/27/17 8359 H.W.Sfith.St.,6b.355.ltR'F.. GA(305)8 1-1154 331a 4268 Westroods Drive 2 (SOS}a71-153(1.Pay:(JOS)871-1531 -DRAWING No A4 4-m01:Vltmovodx_ West Palm Beach, FL 33407 3 17-107 1}t�1!!}}•y� .•.....,••'1 ,1' E6-0006719 -,.� L.��� 14A WALTER A.TOA.IT Jr.P.E. 4 P.E. S /3t6NA URE/DATE noR14A Lrc. 44167 ss SH14OP 20 MAXIMUM A.11), DESIG PRESSURE RATI AND RESPONDING MAXIMUM ANCHOR S2ACING (in.) SCHEDULE FOR A SI�,N MAX, SHLTfTFR SPAN. N •ATNF A.S D D I N p�E$Sr IJRE RATING AND A_GORRFSPgNDING MOUNTING TYPE, (SEE MOUIRINGs ON SHEETS 76& 17). L 1 B T F:;;z,o..T P=_ UTH 1 0. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MK 0.0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN, COX 2 Wl1 qMN.G-0.55, RR NORTH FIR SOUTH DOUGLAS FIR W/ MIN, 0=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIND G-050 W/ W/ MIN, G=0,43 W MIN, GQ0.36 oANM #3( WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEiUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 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INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV*—.BLADES _(AS APPLICABLE) M . SHUTTER -SN L+ OR — EOR INSTALLATIONS INTO -WOOD WIT4 Hy B i LY SHA BE LiMIT D O 105.0 sf. S.D. ES G PRESSURE RATING. SEE E 19 FOR MAY WALL Fn"s" SPAN & DESIGN D FOR 111$TALLATION WITH BLADE & WOR l G I U SO ! 1/4*0 TAPCON OR r, EO- Ea z'MIN.- -•- ti +; TAPCON WITH ADVANCED 4"x8'(Min.}ExiSitNC t 1 GE 1F APPLICABLE} WOOD SEAM REQUIRED. /+/i ! '^'—" ��.. ;., THREAOFORh1 TECHNOLOGY STRUCTURAL ADEQUACY 1 1 - vr/t T 2'Min.PENETRATION 1/4'o-20x3/4'S.S. OF EXISTING WOOD BEAM or THREADED AREA TO / EXISTING WOOD HEADER. T" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY E r A+ _...-., EXISTING WOOD R{G �A6n. MACHINE SCREWS REGISTERED ENGINEER OR M (SEE SCHEOULE ON SHEET 15) W/ 1 4 20 NUTS ARCHITECT PRIOR TO EQ EO— TRUSSES OR Eos-Co af z�a.O. st+urTER INSTALLATION, ff / ! / r�l fz. 'jz. 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DESIGN LOAD AND Q HV WALL HEADER INSTALLATION t1 �%6 M EXISTING 3 Dy 6t�Yr � INSTA MAI.SPAN.THIS ��TT �Gvss-- ro aAss MSE 1nsrALanoN Is oAT.r vALID I trr setT 19 r (DOR L'.9' -"I tt rOR IilrX:@xa FOR 1Y04D W/MIN.SPECIFlC M ya£7 iq PpI CRANTY OF o.50 AS DOUGLAS HAVM0 1 5Q3� 1 1 OR tLW� FIR OR SOUTHERN PINE No.E, -FA EHEET'a FOR TYPICAL SHUTTER ASSEMBLY BE COMBINED T P,-HV CEILING INSTALLATION 4-MOUNtiNG SEOitON6 CIN N ANv waY To suR Nry n+srAtunON. U V CE NG NS LLAT C1 T I TO(3115(SEE 1 OR MIN.SEPARATION TO GLASS --1 tR01L'£1 ( 1 SEPARATION ( 1 (SEE SCHEDULE ON SHEET ii) I EXi nNo i ON$f3T tB FOR I TO GLASS EXIS1 1 1 \\\ (SEE SCHEDULE CLASS--.) i 13ACESmG i ` ION SHEET 1i) 1 I 1 i WALL �7 LOCATION I I EXISTING $ I I F FINISH/ )I 1 Jl6'Mct 870x3/4_HEX OtA55--i 1( I, 2'x6'MIN.WOCC 1/4` 6 w 7�T'—" 3/e Lnt. �._.....WASHER HEAD ECK DECK Max. SCREWS 0 12'o.c r (No FINISH REQUIRED { 13 OR 2'x6"MFR.WOOD I ALLOWED) DECK REQUIRED(NO F{N4SH ALLOWED) —.. zDCE .�����..,.. I Y' i,�.�. OF „� --*, EDGE OF DECK EDGE OF DECK DECK IF ff APPLICABLE C+ l IF APPLICABLE E.'Q APPLICAStE �-- .- i 1. 1/ILLIPS x3//S HEA 1/4'0 N WITH1CON OR Min. PHILIPS TRU55 HEAD __ 2"-MIN. TAPCON - --.y,/ TAPCON WITH ADVANCED CHINE SCREWS ----^----� 1/4'0 TAPCON OR TAPCON WITH ADVANCED 2'x4"GDrTT. f / I SILL PLATE THREADFORM TECHNOLOGY V1/ 1/4'-20 NUTS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM PENETRATION TION TECHNOLOGY W/1 1/2'Min. 2'MIN, . W/ f 1/2*1Xin.PENETRATION 0 12"O.C. TECHNOLOGY W/ I IIV Min.PENETRATON OF THREADED 2'MIN" PENEITAnON OF THREADED fi.`t-c, I�(; !S{ l EXISTING VDEDDDAREA TO. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHELF 15 AREA TO EXISTING W007 HEADER.(SEE F ) SCHEDULE ON SHEET 15) [�y� t (SEE SCHEDULE ON SHEET 15) SEE LIMIT ,5�OF USE FOR &/HV WALK—OyER,IN3�,'A�,t,,A710N HV WALL SILL INSTALLATION B ar "� `a �y9 WQ HY FLOOR INSTALLATION FLORIDA BUILDING CODE Bon High Veiocity Hurricane Zone ,,�{ �• ®2017 EASTERN METAL SUPPLY, INC. ..NrJ•""T. 02017 TIL1EC0,INC, "�iCESF., = B RTFIA�1 V. : ~�# A " A Accordion Shutter System S: 11 L i E C C1 �a c. ■ ■ ■ ■ Kv KAM p w/OR w/o H,v WINDOW MADE 73 (�� TICCIT TESTING & ENGINEERING COMPANY American SI1tJft8r $}+sfstri3 EV.N nESCRIPTOt! DAtt nRAww OY: L.C. 4 y 6355 AX.36th,St,St..305,VIAMNA o,RDas,eLw+w-Mt6 Association, Inc. 1 OLD 15-085 T/2711 o+TE 07J2TJT7 " ftilf - .: t Phone:(305)871-1530.Fax:(305)s71-16,71 4268 Westroods Drive 2 DRAWING No ? rf ........... .% ...•.. ��t1r i� 4-roou;mmca0oolcmn West Polm 13OOCh, FL 33447 3 !{�rYr,1L "v� t+t ER-0006719 4 17-10 WALTER A TILLR Jr.P.E. P.E. SEAL%SIGNATURE/DATE FLORIDA Lk.a 44167 a 17 OF 20 EDINSTALLATIONS N BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD S U S 1141 WIN.x000 S'FxDS ACO'D, 1•N'uNi.b4n4 -214"URC SiBDS REDID, %%=OTWS, • •, •• 1/.•.IAPCaH ' rr--- 4 (ASIPPIACADIE) \ / K+CNpI O eO.0 UDS, t / WGOU) Fl i i \" \r+SnNe au 5 tzsn,cat�ss tgt CLASS sruos toaxT. \ ^msmm awls I /1•Wt.COXI ro aALsfa ` ' PLwnoo « traaaar a•s t 1wel.mxyTO[+<M� 014 14fa BBAAQ1 � . 1/1 I tVS�Afo e ay osta P14invnaiO!DGd�""1"(Wal-IF pt}ro.1/T Sus ro.b i •� `�� !I kH4 AT I- • a � I f + DaTA w[ • 1 OR • 5 4 r� S¢Dtrul.x to • OR r SEE OCTAL E FCR 1 ORO* SCE TVS QOR �.II__,,�� 2t ICTAT.R FON _ �. �•p'd�^/-W`�'• -CE CONNECR0.4 Q•Q•�•'.^+�t9'•®", SOC TO TRACKS Q•� O•i�'fl• �f11�-�y�..y-y, TO TRAC%S li a "OD: N. � . � TC TA•CNS � . 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'•'\a0ENse'-....4v BERTHA HVTM' Accordion Shutter Sy stemrITEG� A.S.S■A■ Hv EIADE�It w/OR wfo H.v.wINDOw BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y REV.H otscmPrlDN bArt tow sY: LC. y g►� D� /: Association, Inc. 1 OLD 15-085 7/27/1 GATE 07/27/17 .xtn. t..Ste.Sas.NRCM 041=4.Flack 331 4268 WeStfOadQVC 1 Phone:(305)871-1330.Fax o(305)871-1531 DRAWING No3 6355 H .38S s n-moa:wtnc.0-Lcnm West Palm Beach, FL 33407 3+; ........... tati,' ES-0006719 17-107 fDNAt �� .• WALTER w TWt Jr.P.E. 4 P.E SEALf51GNATUREjDATE noRmA LK.t 44167 5 SHEET s i80F 20 (pA)� (TAp ,11�p DENERA. IWAMMS AND fdND(j�O E IS R AMM UNISON WnH MY WINDOW SLADE R WORKING IN -7 11 Y Y `Y t,MAX,AS.D.DESIGN PRESSURE RATING;+710,'- 110 6s.1. 2,MAX.SHUTTER SPAN:08• 3.ALLOWED MOUNTINGS:A D,0&H ON SHEETS 8,7;AS WELL AS MOUNTINGS M.0.T•U�&y W ON SHEETS 18&117777aY. ONLARE ALLOWED WITH Y CENTER c {UST BE INCLUDED YO/ N AT p OR OUT,IN CASE OF ACCESS OPP�NG QaQa N SYMpETiSCM. PGOTH P MCAq ♦ ♦ ♦ • ♦ ' r♦ r• r'\ re ' 5.(A)FN WINDOW DIADS 1O 51ULL ONLY ALLOW A UWOMUM OF 5 OPENINGS (3'i HOLES)FOR b�4 PER eTADE AT SPACR40S SHOWN ON SHEEr 4. MAY.S WINDOWS • • ♦ s ♦ ♦� r, , r: r (OF�3'0 HOLE CFORR U FRqk AUL 6 aDTmu EDGE IN WINDOW BLADE ALLOWEDAT Cf VANDOW RLADtNE( (G)FIRST ORDE COMING OUT FROM STARTERS AT ENDS MAY ITE HV WINDOW SLADEWUD r r \}',j �,( r (p)NV WtNDOVt MADE @MUST BE USED ALTERNATE TO A SOU6 HJ 7RADE� THROUGHOUT SHUTTERS VADTH. o ♦ I I ♦ • I ♦ r + ♦ r (E) MATES SRWLL ALWAYS DE INSTALLED ADJACENT 70 A SOLID RP7 1 , ♦ er ie BLADE TAT EITHER SIDE OF THEM. f ggX r r i $If r (F)PW,YCAROONATE W WINDOW(j SHALL DE INSTALLEp SO>t)Aj TADS FACE SEE END 99 fV1E INTERIOR Or THE OPENING 8 NG PROTECTED.HV WINDOW Ny MUST DE CONNECTION + • ♦ + ♦ r � q i s : , , ONLY INSTALLED AND LOCKED USING A 14Y SETTING TOOL PROVIDED pY ASSA. DrOVLS ON SHEETS ♦ M �♦ ♦• R r r INC. CULL HEIGHT, blaAO.SIE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME T �59d '04DINGS ON SHEET 15•AS LIMITED DY SPAN AND DESIGN LOAD(SEE NOTES P P A„d9 t &2 ABOVE). H { 7,SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UURED BY if 11 11 11 11 SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8,MINIMUM SEPARATION TO CLASS SCHEDULE,PER ASTM E-1098; SEE TO FOR REQUIREMENTS) W i ��� �0-1" MMri1UMSEPARATION TO CLASS BOTTOM ao (DNLIMITED WID i iLEV TION RLN'�"�°°DN TOQA'd eas• EXISTING GI,A5S �� - 5EE SCHEDULE CN SHEET 11 FOR DlDE(D -„——` __m. ANO Sk1 TROs F}tEET FDR E0lDFS LD& 5 t /(i ` a ti CS.� OR 24-(SEP NOTE 4 AGOVE1 \ 4 _ / `Ci 1� SYNI RI CENTEIiMA7E5 2O. \ / twrt:o[ Y/O2 (SENOTEA ABOVE) PLAN. TYPICAL & HV BLADE WOR C!ING IN UNISON WITH HV WINDOW BLADE EA SHUTTER* �`�------�� td;''AFF FLORIDA BUILDING CODE(Hon High Velocity HurriCOne Zone tls Q. •••' �': 0x017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY,INC. jGENSF'' BERTHA t� `- A.S.S.A. * /�iL E c O N�. Accordion Shutter System H.v aADE yt w/OR w/o H,v WINDCIN.BLADE ,�t( 'Amaricon Shutter Systems EV.N0E5CRIPTi 11 DATE DRAWN W. LC. TiLL1T TESTING de ENGINEERING COMPANY Association, Inc. 1 qLO 1$-083 7/27/1 DATE: 07/27/17 '•'•p Q 8355 N.W.3ate.SL.Ste.Sas.11RCM CAReses.FWAZA 311 x Drive W 258 estraads � 'r-•. Q#3it1 -,t Pho ro:(305)871-1530.Foa:(305)871-1531 4DRAWING Ne �(t(}••• G ,t a— 0:1311ecoo-Lem West Palm Beach, FL 33407 q HIT —1O7 !WALTER A TW Jr.P.E.FLORIDA Ue.A 44157 SHEET NATURE/DATE 18 OF 20 0.035'THICK INSTALLATIONS WZ J) HV BLADE &._ HV CENTERMATES 2.OaO"Mo.. allA-03 GRADE 4 VARIES 0-60 CALM,Sl OL 0 2"Mo... 083' U METAL STUDS AT 16�O.C. INTO METAL STUD WA 1p, O.C. 0 41 11- - --- ---- .475' 1 Z4"o NOMINAL GENERAL LIMITATIONS AND CONDITIONS QE USE ALUMINUM-SLEEVE 12 EO.R BERTHA(0 HV.QLAQE ACCORDI-ON SHUTTER 6063-T5 ALLOY EIL CONT.MV MI STEEL TRACK CNEL a 6-O.C, 0 6,D.C."t ASTM A-663 OWE 40 WA.U-00 SYSTEM INSTALLATION TDM ASTUD WALLS SEPARATION TOGLA-SS-SCHEMULE Max. CALVANIZICO FASTD4ED 10 STUDS W1(2)06.1/2'TEX SCMUS CN E)DSTING nNISH 3 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) INTERIOR&rXTCR4R KALE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84- WIND ZONE MINIMUM 'J(gLENGTH + I- MIN.SEPARATION ASTM E-1996 SEPARATION LENGTH + 1* EXISTING MASS TO CLASS 3. ALLOWED MOUNTING: THIS SHEET. TO GLASS (SEE SCHEDULE)— I @ 4. ONLY ENTERMATQ21 W/ 204 HV LOCK ARE ALLOWED 1 THAU 3 1. q33 114"0-203-- OL m WITH21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE q 1" (Ty" USE 0'(2) 305 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4- 11 3/4'.a I/4"v 0.035*THICK EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF CONT.CAW.STEEL TRACK C,-ll,,`ECLj �AS APPLICABLE CENTERMATE. ISM A-053 GRACE 40 U!,Up :Siu S GALVA 412ED FASTENED tD �6&16*11�&TEOX SCREW$ON 43o R I & OR ME 01 O.C. L 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI 43C 1 Z4>,0 M0-CONSHU0110H - -------- t/2' 12 CENTERMATE 21 APPILICATION WITH BLADE1 O PRODUCTS FAB-LO-K. Ell THICK V. 1 1�2'.0,035' %;,�ASTU A-653 GRACE 40 6" O.C. COMPONENTS Ulft.G-60 CALV.STEEL METAL STUDS AT IV WALL EADERISILL INSTALLATION TING FINISH AS APPUCASL SCALE:- 3/8 1 D.C. 11n. EXIII (TYP.TOP&SOTTOM) VA ---- 6 114*-0.035'THICK A`;n' STEEL TRACK CHANNEL, iEA�ILSV�GRADE 40 Vin.G-60 -z EXISTING CLASS INTERIOR&EXTERIOR FACE MIW SEPARATION I 4 0 43c, -.-':CE TERMATE W/'�� TO G �QENTERMATE ii reolvILE) x. 11-" (SEE scl EXTERIOR ACCESS SIDE- I ;l'-' jl,,,.jtjjLRjU ACCESS -curjrz-'Jl R min.) 4 ------------------------- - ----------- y ---------- ----- --------- ---- -------- -- --- -- ------ ------- ------------------- 2)42 21 21 A D AT n12 ------- ------ --- HJ HEADER/SILI-EN's I YIEW Y \-(2 4) SIDE CONNECTION TO TRACK _1=23 1/4-(Typ.)- 6 1/2"(Typ.) 7' 6 1/2*MAX SLACK BYA M BLADE-SLACK DETAIL HVF B_VQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: A.T1 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ....... BERTHA Ww 111 Q N 'E Accordion Shutter System % ILIEC07c. A.S.S.Aw KV. BLADE#1 W/OR W/O RV.WINDOW BADE American Shutter Systems N.K. DESCRIPTION DATE TILLIT TESTING & ENGINEERING COMPANY DRAWN L.C. I ay;/2 Tr Association, Inc. OLD is-oas _ 0 7/17 nP t" ' St..!05.MRCMA CARM4.FLOMA 3316( DRAWING No 4268 Westroods Dr' 2 (30 871-15'0.F-;(305)871-1531 Drive % —0: West Palm Beach, FL 33407 3 %.-��Owt-- re-COO6719 17-107- ........ WALTER X TILUT J,.P.E. 4 FLORIDA U�j 44167 5 SHEET P.E. S 11�0"A"TE 1 6 20 OF 20