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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 SCANNED BY -- FLORIDA DIPAPTNIEW Or St. Lucie County Business & P-rofessional Regulation Ira pg y njd KISHome I Login I U",,Reg!Rba0on I Hof Toplcs SobMt SurcNrye Statsa Fats Publlratlons FSCStaff 8CISSIte Map Unks I Searc, ,US ines ¢� Profess, I *USER: Approval {`y�'�yUSER: Public User Regulation r:=b;,�h !=;�r:. PmGUR Aooroval Menu > Pmtluct or Application Searcb > AoollraHon Lis[ > gppllaHon Detail �ta.,caY FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL17080-RI Revision 2014 Approved Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage edh@foldingshuttem.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshuttem.com Impact Protective Systems Operable AVG 0 9 iop PERPln7ING St. Lucie County, FL Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report- Hardcopy Received Walter A. Tillit Jr., P.E. PE-44167 PFS Corporation 12/31/2018 Jorge A. Pomerantz, P.E. ® Validation Checklist - Hardcopy Received FL17080 RI COI FOLDING SHUTTER CORP CERT IND 15- 0310 01 DRWG.15-014.odf Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 httnc•//flnridahnildinc, nro/nr/nr ann tit] acnx?narnm=wCTF.VXOwtDciv2aROnHnOOe6r17.... 7/1/2015 Florida Building Code C, - ` `e Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 4 Method 1 Option D 04/13/2015 04/20/2015 04/23/2015 06/22/2015 FL # Modef, Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ & NHVHZ (Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17080 RS If FOLDING SHUTTER CORP. DRWG 15- 0 4. d Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design Evaluation Reports load and 5'-2" for +160, -160 p.5.f. A.S.D. design load. See FL17080 R3 AE FOIDINGSHUTTFR CORP o.Ev 5 0310.01 DRWG.15-014.odf page 13 for additional spans and loads Created by Independent Third Party: Yes Back Neat carted Us :: 1940 North volume Street Tallahassee FL 32399 Phone: 850-487-1824 The sure, of Florida is an AA/EEO employes Coovriart 2007-2013 state of Ronda, :: Prlvaa statement :: Acceseibllity 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 mall to this entity. Instead, mmact the office by phone or by traditional mail. If you have any questions, please mntad 850.487.1395.'Pursuant to SoMon 455.275(1), Florida Statutes, effective October 1, 2012, licensees hoomed under chapter 455, F.S. must provide the Department with an email address H they have one. The emails provided may be used for oifidal communiraion with the lammee. However email addresses are publk record. If you do not wish to supply a personal address, please provide the Department with an email address wledn on be made available to the public To determine if you are a licensee under chapter 455, F.S., please click lire,_. product Approval Accepts: ®®®® Credit AFE 17Hnc•//flnrirlahtlilriinn nun/nr/nr ann At1 7 7/1 /7f11 S 8 U� 9€ � v op n �pg IN, Fag sa IFRip R g8 gF �qn 8 9 ohm 51 yg V:gg T" �Fm INn ci VZi yj yp ytl f''.�'g`Qa q ��� 3`0` CF tYus n$tl IF kid¢pt 8 W. gam >e; s h 5.of r PIS Ry a N�A �� 9 yyy CS o, y� 1pffcy1 9g �� 8 p\P O L93 Ng Ai Y S PILL- 59 1 Z3 �m N�a FS� A s Al 0�4� �' r IA HII g q G= eHJi33 ¢ L pig a`aiuu u�w„i.. m qq V g G C N e a la C DES 6 8�3 g ENE I $2 .2 w g�a �$ am I n .q u r a 90R S! r i "~ A i n _Spgj3C I of�am pz RG§ g$go¢ x 01 a "' � o foil V Oa r inr ea or 1. q /....• R ap ® SLAT WINDOW Q L_END T !FLAT `END; � ® EXTERIOR CENTERPI WSJ-m AtLW 606S-IS A110Y J73�ALLOY.:. O —.. oo OE>I NONLY Ai°'Qao�inA'�ne°'K MGSIlRM AT GOMM O OPENING 'ALEW S WoWsONENTS 20.21 d 22 W sx a) ® WALL HEADER EW6.T-TS AL W m or M COMPONENT a h tt u ® 2' S MW. 0.125' 0.125' 2- a• pIFJC 0.25' 025- © 1- 2' M. O.00S 0.052' JtJ 1AL ANUMlNURfS* ® RAIN OOD COMPONENTS WA06upTJ�B' = 1' TII / .!4.- FEOPoM BWIDMO CODE (Ntph d H. Nigh YelOdty Nunlmne 7 owls LLt m �GENSF '• � C INC. D FOLDING IMPACT PROTECTIVE SYSTEM Aa/�u FOLM SNUM CORP. w® MMRN4 NUE qua" 15-014 am aaty nc»nw ulNmw Ili y :.. 1is I01M ' K PFB IRIS OF/M - WN. f3) NIN flat.(MV WY B£ ¢l OxE 9A15PACm uw. z. ARwr Ermr ro surd TYPICAL ALTE ATE PERFO TED 1 SLAT WINDOW ELEVATION (LARGE MLSSLE IMPACT) uP D CN sac unmoor FsEE rABIB rl SNIP-x TNO mP TOP/OOTION OF W w W 1-12) WlNCOW (.¢.e' lKlB 11 -� (2) MImoW9 WYBE W ONE SGr EPACGI Gins WW SUr �ttw d WOIIW4 If'YM. FRW Slit NBSr r1EYm�E wri � AT uwcwr ¢ V• w NaN mNNatr aE Pmloucr. ® SLAT EPM60W DETAIL TYPICAL 6Ai SLAT WINDOW DETAILS W VIEWING W ONDI W & 21- , � CLIPS (SMALL MISSILE IMPACT) TABLE 1: SOURCES FOR & st�xivm avnora sae aa,>.xms lmrx PAG�FMlS 1mDma amlc / IaAsne unwaariw ar rwn rm as.. � sxcPa cPAnrr Attu we: oau mNt owuM' 1F10E llfl➢ Sm¢i°fx /S,Y °aw v NL PLL fIW WL R Kln .aN W. " la.we P-I mmm Ndu Wy uc¢Iws mo tinx mao cm aw.°ao o++ sls�s:P an, uraD r.Tno® ¢m Kn ozb is r1-mM n n-m/n. SyeyE LFnS,n ASN Plea a.] x ".5 s ua MlE OP aNMME /SY mm c-1 M c-I MSS SFIF YllllKKl Kry Dim %m T m s ETA .alY n,b TnrmE sraxcm u1En .TAlxvmvo Arn eae aml o+l. m,o aLL 1FNSIIL SIf6g gFiq<E xFAINFgIq KM &le &81 PW eeea aLL TABLE 2: SOURCES FOR WSTBe row. mw.vw nr,¢u Pxop¢nm a.,¢[ xnd vwr / msrAlig PN9UL svEax ox.,xni �ISOI D)Y! 0.0x2 mAn� l�eauo IGmA rGLn somnTx Wu o® n.sos P++ NE1NNl. sRQ11GM AT liln /SIY n91 If.OA P %[xaw. uoartlb Am oleo aIO.OS Pu women ¢on u�u mee ne rr-mM nxnxnrs ecvnamT a nmalu Dmusox ism gsse sa . IE ti/n-r Hiuuaen,¢ u � °-r soo T ueudo T¢a¢cnurx Arn Dane F Mcm MUNG CODE (H-0gh k Noe High V b6ty Hu01wm TITAN II FOLDING IMPACT PROTEC(NE SYSTEM FOLDING 91Of1ER CORP. O INe. ° 15-014 muews ft w emu I 6 Q7 08 . + 1© �vyeICAL ELEVATION + 4 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A 3 7B ON SHEET 7. SEE SECTIONS 1W a 2W ON SHEET 10. SEE SECTIONS 4W. 4AW a 7W ON SHEET It. SEE SECTIONS 7AW. 78W. BW a 14W ON SHEET 12. /y G)OTO W/ 0,16 ,(1]� OR O UM (3j AT 30' O.C. FOR S99* P TO 1 THAN 99' UP lD 144' ♦ NOTES ON ®8 LDCXINC TUBES ®AT©a®• 1. TWO (2) ® SHALL ALWAYS BE USED AT IM0UC1'S YIOSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THREE (3) (� fOR LU6ER SPANS SPACED AT BD' U.C. AT YIDSPAN. COMPONENT �C3 MAY SE !I OR ©. LOCATION OF �SHALLSBBMSXl ON TYPICALWMCM INTETOREIEVADOW 2. (2) IDOYIXG TUBES Q�.,SNAL�ALWAYS BE USED TOP a BOTTOM AT PRODUCES'A.W0,ECES 4! AT AT ALL B67AUAMmS. LO MG TUBES ® SHALL BE SECURED W IEVEIS AS SHOWN ON SHEET 9. E SEE UWATONS FOR ® ON SHEET 2 lllryi PLORIDA BUDDING CODE (M § Nm NiSh Yeledb NurHOme Zme) TITAN II FO111010 'IMPACT PROTECTIVE SYSEE4B° 67 '* ILEGOEEBc. FOIDIHGSHUfTERCORP. °"0e art -'f_ oT.. �` T-1 TL^IIMO t [NLIXi[WM3 CVYV L61m.1BI1AR'6M1 v1 n�iOm t�m�OmIm.WIDl ,vl VK1FA A IWR Z6I PE Ile. I IIOnN 1 pyT pyy gA91 M1A1413 Rk IBm�l,]KTI �wltlV/uIIwmn 15-014 oWVW� MM a S1R[I I Q 1] MILL REPIIRO. aKPmw (]t£ 9RR ,JJ W 3 W/O WN SS HOM. ,dflca /ID.J'ss sus w/ 1/YI r uMG Nnax e19NIfS asIII¢Tm a fba 9DRaD. u(o J/a• (SSE 9RkT ,J) I[MC(h'P TOP). Q'OQ'I1T Aaim ,nivu fOP.I WALL FACE MOUNTING INSTALLATION SECTION 1 OM� MR HOOD (WN-Sfm=m o •€ I 0 18'uwPW WAS. 3 (SSa• WK) 5, ��::� i 1 t/C I IM' FINI[% I YIl15lPYU10N TWFIBtILItN_PY]IP.Y I wuwn mx ro was p s I t/a• . , r TPx (sD: SaROUIE or g mwWa�a os1E-R]s W/ t J/a' I soRW w t/ao-m1t• ON s,¢T IA ®} EIQ WK fMSSYWI O f O,O . I ss. Rs w>m RW A WIJNFA O a' O.F �� roman cabs 1 3U � I I 1/7 or 1 A ®P / mN. sEPAPATIGx 3 yf., lO cUSS sonar✓: x 5v�,1 tH•sa l•Wm TIX _ JA Ys MM NY 4 rrsvuR a t. nn I Vc. rtW INRF �Wisneu�' WALL FACE MOUNTING INSTALLATIONS n aka 1 SECTION 2 wH s Jon j (i•"a•') i]a}vuunwe STAGGERED ANCHO S C DETAIL O 6 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK ' SFAIE: N.TS 1s°aP: Nor FOR COMP NATION OF EEC]IONS, x E.O. a EDGE USTANCE 1- MDUNRNG SECDONS CAN BE COMBINED (SEE SPEWMONS ON SHEEP 13) W ANY WAY TO SUB ANS'ItSIA WK } SEE UWfAPONS FOR Q ON SN Z S11AlCtOPAL WILL fM1E NGO) O 0 DEINO RON ]TRUC WN Twu (ocOommE zW Or } DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION 3 m;z ASD. OESIGN PRESSURE WNG a ♦MO. -90.0 PSF RORIDA BUROING COGS (Mgh k Non 10gh Veb ity Numcmm Zone) GEN �9 % ® J F0 TITAN II FD DING B/PACf PROTECTIVE SYS EY p nEy FOLDING SNUM CORP. IL E C O I■ / OP �'• . ilYlt RSIIMO t WGM�sIXMe vOYPANY tm aE etma n a�w W -;L0 4vs f�lkM,� W6f pNY yVI P6 yPIJ 15-014 e aII, S 61] g.� •1 .. IulfwO a 1 ,pY . 5/s• ms samw m yr . Jµ• / MI1S a wA91fli O e• O.0 O' 1 Illx. 0ry POORER COMHI[ OR FNL '� lin NOMxo ' W X SEPAMnM ro OWS _ —(SEES ° CLCZ;SWCR iJ) R CO (m ONNtx I 13) / or 01 91f£, ®T a ®T '4 ILILL (SEE sN 19)7 /1W SS 8NS 11/ 1/Y/ NRR40E J/16' muw �N1WU S]/015' - u/e 1010 M1ON BAINGS Ipp Wh,S o s' OG u IPAq. 1 pm TOP) ADO r Ia1M DR. DOTMM. EACEPF AT AgIER u vual 1 NOI15Nr. pro.) I FS I' q p (R) xYLRi k 1 n ly ' I b , fj 1` 9 1 Ea [O a g J Og95gQ) P �J I n 9 { _ yl6' N1N. grhTS PW 1 't • 3 1 _i `J/lPOPId e' AWY. P m O IO' O.0 DOgI SIO6 .10 MO. WAR SmEi LEG a WRi NAI FM B gM1L15 O 19• OL O. 1. AOR IXOliA,Em ILO. ]• SS SVS'// omr IND NI101 M, p.1N CV9Yg6 N/ A .1So• 1 YR. SEPNUnON n1M•N.nTo' p REGOJR/F�D RYFSIW 1/Y ICN. RERNFD UK IDP s6CARIN a500'1 m I]AA MD. AND aus' i. YN (sFF saFSUIE ULT 3 pFAn1D1 [. •1/a• 1 rMCIMs CN I Or •,I 1/P AAR, W[Y w/ o]3Y WNq BOIIOY sECIILN OJ Oa. AW ox SIftIT 1]) SnePPOIO G y (ryp.) ®t CRm-- ,W[XOIb e• oc . oAnsxfR NOT a 10 ne "W [a SME 1/.' T O%T X/ 2 I/l' F TAYAIS Q1 Mwme a xur o s• O.a C1RTx� ]wNRS O• na • 1' a wuOr ua COxomE ae OOWaRvrE IIlDLt w/EL REWIRE) '!'N• OR ]b11/o' NWOD M.QflE ON 51h1/O- W61-nl @IF. NTFAHVE J/,O' ILM. ®T AVOE RECCRIME colic E IRgfO RIM, INLTE W ®fI �� LOP NaT305•o.a AT STANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION 6 INSTALLATML SECTION 6 IMACL A6.D. DESIGN PRESSURE RATING- +56.0. -6G PSF MAX &S.D. DESIGN PnESSURE RATING. ♦66.0. -66.0 PSF w W B '�+ 1 • _ ]/Is• N,RA va= Imes a Mnro H cs � a � to• O.C. I,am smrs s¢ �W �(MR 2222 sxF2T IJ) P ' js ANCHOR1`a 1\4 ®t 3 u GOIIaa1101 ©OPENIRTCH IEOe (M SW37 ,]) a A OffiCAMAN W 1/]Y . ]/A• lV6 SPd M/ ROOM COACREIC CA O/6' RA91E1 OR 1/. ]/Y CONCIR,E OI M4L 0113 M/ WAR! 9/!' 11A9Dt O m RI NEn REaI l' F ' �y 33 R1111 D—OUT FACE M(,�1NTING INSTALLATION CONNECTORa`' SECTION 4L' 8 m. w. InY . J/o ,Ea ECIEN WAS FNRD WNpR1E oR a 6/0' wlSllEi O 6' O.0 INSTALLATIONS ailClhlE OLOO('a1LL DETAILS INTO CONCRETE mumD BUILD —OUT FACE MOUNTING INSTALLATION & CONCRETE BLOCK SCALE : N.T.S. 01.- I O4A (BOTTOM)RORIDA BUILDING CODE (High & Non Hgh Vemclty HM cune Zane) •n ! ...•....... J ry 0201511moo m MAN II FOLDING INPACT PROTECTIVE., SYS N RARA On Qr'�.:'JC�EN�SF�`:?�"'s .^T OF SECIlON6: ED. EDGE 06iPNCE ,- MOUHIDIG SECnCNS CAN BE COMBINED (sEE SPEYJFlGnONs ON SNEITT iJ) IL FOUANG SAUM CORP. 05/10/16 PR E C O IN ANY WAY TO SW ANY IASTALUDCN. INC. �_ nw snNoa[xcm[mxaceuvAxr .gip .a.a nm. elms_R.. 15-pIb t SEE LIMITATIONS FDA ON SHEEP 3 . ® B UIIGMF ii I�tg mi w�°°I'a"" v, mENIO b ��••'' '� NNIIAA- I�ILLaRI L. P.0 "Anx Uu I u,ql S,Rf e a 1J Ellllmppl\1\ poumD QI 1 010 • Y S S.MS om• lam xw a II/Aam Ilam W Y O. om Aim 6M4 W `0.9LY Mo wim rna .] OB. MM. or Ia^v�ngn�vL ta�w pa'1 Gy.�51gCRaN N]Fld m VIC N1Yl- p dVE15 O W = �j M= L—• 1AH. E6� TRAPPED MOUNTING INSTALLATION SECTION 7 CPNUML RO➢IIPJ00 Qm SRTORPA) N N 9Rry$ VfK (T)y AT ROVER mPa 4M 4PAUTCN ro aAss (s¢ OH RRET 1>) 1/4' 1. t' T Sao.W aR 1/u-Rob• ss u vmt MYkWA49R O{'0.G ANWOF —� I{ I_. Mul• M-1 I� - IM Ea — ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK sc 1 - NTS dA � 1• NOTE MR COMB NATFJN OF SEMONS: * E0. EOCE OISFANLE P�' 1- MODNRNG SEC11an C/T1 BE COMBINED (SFE 3PECIFlGDONG ON BNEET 13) IN IH/ WAY TO SUR ANY WSTAWTION. T sF£ DMRATAINS M. ®OM SIIEEf 2 ��� ''�IN.CP.:� v I]) MYX IM —WB F AWIIGBIE ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 78 FLORIDA BUILDING CODE :(Nigh k Non Nigh Velocity NNMcom imo) uEm gc TITAN II FOLDING IWPACT PROTECTIVE S EM coll., FOLDING SHUMR CORP. a¢wlo muvAxr �9 Ir IT9eE 15-014 '.'mmaa'am �`m fa9N/....me M9 vum w 9]4)19 f9YfA PE /MIT u • _ E� ]QI] SPAN TUBE cCfM INRN - MST LIATION TYW Y Z TYPICAL E EVATI&QTLIBE Arm MIONEONTI T SF£ wIR110N5 m 0 Ox 41¢T 3 TABLE 1: MAX SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * ALLOWABLE TUBE SPAN REO•D ANGLE LENGTH FA END NUMBER OF ANCHORS PER END OF TUBE 4SIRE7op OR BOTTOM TUBE TOP OR 80TTOM TUBE TOP OR BOTTOM TUBE 106.0• 13 B 2' 65.0' 17 10 69.0' 13 8 80' 117.0' 17 10 2-x4•xl/4- 96' 110.0' 21 12 144' 91.0- 21 12 80' 109.0' 17 10 2'XS%l/B' 96' 100.0' 21 12 14C 81.0- 17 f0 8O• 124.0' 21 12 2-x6'xl/8' 96' 114.0 21 12 144- 93.0- 21 12 }' WVD N50 MR WDHEI T (16PtlA UNIT wmt 9NEMG cUGHT IBQJE & BMW DOTS NOT IN= THE MAY. PRM= SPAN VOWR w T@BIE 1. TABLE 2: MAY. SPAN TUBE LENGTH SCHEDULE (TUBE AT AEDHEIGNT) TUBE SIZE IM4YTMUM PRODUCT SPAN ALLOWABLE TUBE SPANLENGTH I REO'D ANGLE EA. END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' . 13 12 2k4k1/8' 96• 60.0' 17 15 144' 48.0' 13 12 Be 87.0' 21 1B 2'x4'xl/4' 9B' 79.0' 21 18 144' 65.0' 21 18 80' 77.0' 17 15 2'x5'.1/8' 98' 70.0' 21 1B 144' 57.0' 17 15 80' 88.0' 21 18 2'x6'x1/B' 96' 81.0' 21 18 144' 66.0' 21 1B INSTALATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL 7ue[ tv�v[ MAX ASD. DMGN PRESGOgE MIING - VIO PSG 11/P FlARIDA BUILDING CODE i(High h Nan Mph Vel@Gty Xw7lwne Z@na) CENS' 9''� ®mm nllTm wt TITAN It FOLDING IMPACT PROTECTIVE SYSTEM Vim` SHUTTER CORP. FOLDING SHUCORP. °n°n' WR IECOIM6. T ®Uxf 1a[511Na @ p1eI lECRIXa LOYP/.XV PF R. R ..1. -014 f VV ` �' IM1 4lla�wl� iN, �lRxlgYulhmm� @.IMlxa ee QR�1D �a.�xc� wulw A-4°08vua'1% P.c iIOPo@1 Mc 1 .1.7 SI¢! e R I] fbY" AIM�dB .d' .. w ' / 1r'Im ITEIa\ m Vna/e IrO]•Ir oa Im]•Ir ac� \3 I BUILD —OUT END CONDITION or or auss f1t z Or 1 ]A1r w P.es fp•. ]/r 7D3 la' dG' EXTERIOR "°") �uYma ar0.oY HORIZONTAL SECTION 20 m 1»• �x6 Gxwm N]dtMµ 6fCIbN .. MVTF m Omn" * MAY VIRr AT VSr 6Ur AT TRMFED NStl1UA1W16 ' nsml/mtlury } $EE l0IfM1101b FOR ©Q7 516T 2 MOA9 • Ir 64 d fYSIW SPAWM NOTE ONE LOCKING MBE. PlgT !py� SHN1 BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CE% RPIECEtJ Ong/, INSERTED INI'0 THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 0 A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'KG.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120' A. HOLLOW RN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITN A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND EOROM OF THE TIP A SQUARE. 0.475']0.475x0.085- THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE 0 A 2—PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECIE. 1.375- LONG. WEIR A 0.366'x0.366s0.630- LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® . THE TOP OF THE PIECE MUST INCLUDE A 0.684- DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRIUM ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) ,n. zSav ra �. \ JA'.19• Pl m Va' • / . aµ• a END LOCK ANGLE xmda • xuumea gcuoa ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 11111, TI(C�"4,� xvamxrn amla G.••"""•. T✓ ,� FLORIDA BUILDING CODE (High a Non Mph VNeeily Murrlemla Zeno) 02D1aA me TITAN II FOLDING IMPACT PROTECTIVE SYSTEM y No.44167 .t FOLDING SHUTTER CORP. d,[ r nwr rrrnx• • cx u�raxe eouxud ® �yAtm wm6xA• eoea luelr� R.ri R]T PNY t£VL 11 ]J11J IB]YM}aJT 15-014 1� � Im)✓� 1W . O Afl-IYI w1e�� � »na+..a•.� ou+mo e V..v Lp,�/ if➢90I. "i tt , e.u� MW a _ _. _ _ SIEIf 0 d l] fm END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) A. A Ni SNRAR AT HFAO AND SILL AND BOIX 90R OF Ppooucr xOPTIONANGLEy .wH]uc ca]om Inc vs MVOs H ���.• . ye n]m O IY OL FEII.9 11]1 H flR pl L dO wrcx 6 2•d' hlti�V1rrG(� q FLDRM BUJWW CODE (Mgh h Nm Mgh VdodV Hie .r lam) ' JrE;7N$�'•., No. 44167 omra Tuav vrz I L E G O T,c. aAFff"'APY narmn uc i lxileiE' TITAN II FOLDING IMPACT PROTECTIVE SYSTEMny FOLDING SHUM CORP. sm w a v WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD Y,111PA I TILL/ t StE IIMMAMNS M ® ON %IM 2 p.; • sEN ®gglJ i¢I[m eIc ue. �,�C SF'••.; rI'wl COMFIINATION OF _RT_^ONS: � - �pFRAME CONSlNUC110N: "MINp1RFR5 ro —IL E CO A MIN. SPECIFIC ODVSIIY OF 0.0 ON EmUAL I— NOUNIIN0 SEO11ON5 CAN GE COMBINED _ = nulr amxo a [ImMOCAIxi M ANY WAY TO SUM ANY INSFAIlAlION. q7 C3 .,��'•$: ®�>w 1��w�w. FwRIOA EUIIDING CODE (Nigh k Non Nigh 1 THAN 11 FOLDING IMPACT FROTECME FMW SIFTER WRP. N NPOP 0 I;- = Humieane Zone) Toxw On uh� m/lo/o Oele 15-014 ouxwe w RJNlN.Ib / Hlm SIa1T Ia 0/ IJ I • /y// M11�i11M10 � 1 1/4•0 . Ls• m S=R OR Dan W/Nus a um F-`T'` lofllf N ��� Yll 911;� "a - �LicaSn I / \ 6 / a OhT i-- /:IrC?r 13) or at PoP PMl BDiH 9TA5 2NV 1 L I/f.. J/C 1FA AI30 •DLO 111 I h vv . J/4• aR15 11/ NUTS 6 Jro• WA9D11 R .• at FNL fHIp1 O BUILD -OUT FACE MOUNTING INSTALLATION UIB LD C SECTION 4W IWELPLTFAHAIE LEG T TION AND ANCHORAGE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.Ta T SEE LIMITATIONS JOR ® ON SHEET f NOTE MR CCMBI ArON OF SECTIONS: I— MOUMING SECTIONS CAN BE COIAIMED W ANY WAY TO SUIT ANY INSTALLATION. NL11ES: 1— FOR WOOD TIMIE CONSTRUCNON: MOD MEN®ERS TD BE HAVE A MIN. SPE0TFIC DENSITY OF M46 OR EQUAL VGENSF VN. JfPNHTNM TOvAJs tRR FP1I41 /�PII.Y!/L M1VI IIC.O ' J/16' ITTJI. POP WYmS. O 1B' OO. !"at 0 L— 101. Ep,— V MN. LM- TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIM BUILDING CODE �fth k Non WGh Wlo ty HmAmne Zone) 0 m1J 1nJ¢o Jc TITAN II FOLDING IMPACT PROTECTIVE SYSTT04 eAn Lr'.�i�Twt. FOLM SHUTTER CORP. �m vP Ba.0 M IM B.YdDf m e J wm 9, y. mcarmMo muvum I W.l�)P OT�� trtaT: Inr�� T s-014 TwTNw w pm IM16T e a M[[f II613 Itte G'a �.._. (HO n1691 wumEO) FLOOR MOUNTING INSTALLATION SECTION'7AW (BOTTOM) s F .E T SEE NARATB)NS Nft @ ON 91EET 3 N01F F11R f11MRNATNN OF BCM!'110N5: 1- MOUNTING SECTIONS CBE COMBINED IN ANY WAY TO SUR ANY INSroIIARON. Ems: ,- MR WOOD FRAME ODIB:RiUCDON: WOOD VFIISIIS TO BE HAVE A MN. SPECRIC DEMSUY OF 0.46 OR ED11AL E- SEE SECTIONS BW G 14W FOR MAX. /SD. =GN PRESSURE RATNG k SPANS 1/{'I A^E6Y DN 1/IY 1 . /11 N6S PCOO STEM µpp(B BEMEEN iBISSFS unc (6 A^PW84 NOS W SLRfM AT MIPflOM OF f 3 tn' IM. THBENFD PDILYMI ON aRN_LL ML n F%151M'J SOfill 6 nN]- SS S1lS ./ in•. wo WNO ES®f u A¢Im xulmc � � /lo . r Bs s.tlx. r/ I 08 ITIW�PJW"GM). QJ LONG MI➢N �r/ALOP °'� DR. INSTALLATIONS DETAIL S 56MN B.SW 0.,M1hW1C .0 AND O.2a1• La. Aw GO, GSl]• IfINGH GMVON INTO WOOD TOGU5S 1.111 r Gm<BOgHNC . (¢ n SCALEL D1PJ . w Jn�F' HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W (TOP) MAX. ASA. DESIGN PRESSURE RATING +50.0, -80.0 PSP ALT TRACK ADAPTER MOUNTING INSTALLATION ,FCTION 7HW (BOTTOM) BRAN II FOLDING IMPACT PROTECTIVE TIEc. FUN SHUM CORP. vwWx n: An/VJ. m/tv/m IIEIC 15-014 OUm w sotROu .w YWY90 e.+e e � Ap nR no-n+s rtmrx MI mmc JD ps/ 1 1" iB0 Ib ft 3S Ps' F W.D' e0• 88 ID It 100.0• - 100' 146 ID ft 14V 144• 210 R, R ,ID pzl 60.0 80 100 Ib R T00.0 100• 167 N R 144' I"".. 240 A R 46 psf 80.0 60.0• 115 Ib H D0.0" SDI 154 Ib ft 97.0' 97.0• 187 ID H 115.0 115.0' 221 Ib ft 1N' 14t 276 Ib It 50 paf 60.0- 60.0" 125 Ib H .0' 69.0• In It, R 1000' 100.0' .203 lb R 120.0" 120.0" 250 Ib D 1N' 140' J00 A R 55 pe1 60.0" 60.0' IJB Ib R 81.0' 81.0' 187 Ib R 100A 1DOI T29 Ib ft 12R0" 120.0• 27S Ib rt 337 134' ma ID It 60� DOD" 60.0' fl 150 Ib 60.0' -To -0" 1000' 100.0 '250:Ib no 11&0 t15.0' t 131" 128' MB ID R 65 PSI 59A" 59.0- 160 Ib ft 920 920' 249 Ib ft 100.0' 100.0" 271 ID A 126' 123• 360 Ib R 70 pef 90.0 60.0• 175 Ib k 100.0' t00.0' 292 A R -Ill 1 8' 374 Ib ft 75 psf 59.9. 59.0• 187 Ib ft 100.0 Im.D" 313 ID . 117' 114' 387 lb R 80 ps1 113' 111- 400 lb R 107' 104' O001 peh 101 99" MVlb f, Be 90" 1 0 paf 87' M' 484 lb R 1J0 psf 60- 76- 483 lb H 140 pal 74 70' 484 lb R 150 psf 69 66 4&T lb R 160 psf 65 62" 483 Ib ft AT = U: WIpYW Nl.OtPBE PROOIIO! SPAY MR A Galva Ppsmn: Ase pt_aa4 PPF�unE RAIN9. l-: YAY AUDYA®E PROOIK.f SPIN fOR A LIMN NELnWE ASD. DESEN I'RE4UftE RN4 NAtlNUY ALL MXE PRDb= SPIN IS FnUv.TO 1NE N4.NIdd 9ETERNNFD PROOUCT 9µ BEMLIII 1+' µ0 1-'. CONNECTION CAPACIT/_SCHEDIILE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CONCRETE CONCRETE BLOCK STEEL ANCHOR WOOD ANCHOR CON. ANCHOR ANC14OR TYPE ANCHOR TYPE TYPE TYPE TYPE SPACING A B !C@-` A C E A C F 9 425 LB/FT - 3BB' 'FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT C1 6 473 LB FT 410 LB 258 19/FT 202 LB FT 383 LB/FT 432 L9/FT 12 7LB - 3 I e t 2LB FT 21 LBF( 3.47 LB FT C2 9 456 LB FT - 62 LB 250 LB FT 1 0 LB FT 318 LB FT 380 lB FT 6 525 LB 419 IB FT 312 l8/FT 285 LB/FT 353 lB 443 IB/FT 9 390 LB/FT T 157 LB/FT 134 TB/FT 257 LB/FT 329 LB/FT C3 6 496 LB/FT T 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 3 LB FT FT 326 LB/FT 304 LS/FT 418 LB FT 631 LB/FT 9 .813 466 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 IB/FT C4 6 592 LB/FT - FT L 236 LB/FF 202 LB/FT 357 US 483 LB/Fr 3 972 LB Ff FT 389 LB FT 364 LB/FT 500 Lam 753 LII 9 281 LB/FT FT 81 LB/FT 83 L8/FT to LB/FT 103 Us/FT 421 LB/FT -122 LB/FT 125 LB//F�T 214 TB/FF 155 LB/FT i`.317 .>a,g�+ 843 LB 273 LB/FT 325 LB/FT- 243 LB 250 LB/FF - 432 LB/FT 138 LB/FT 311 LB/FT 102 LB/FT C6: 410 LB/.. 487 LB _ 207 LB/FT 153 LB/FT 822 IB FT 975 LB/FT 48�LB/. _ - 414 LB FT 307 LB FT 269 lB/FT J01 LB/FT 1 - - 114 LB/FT 153 LII C7 3 358 LB 102 LB/FT 244 LB/FT - - 152 LB/FT 204 UB/FT _ _ 305 LB/Fr 2 12 _ 491 LB/FT _ 596 IB FT 409 LB/FT - - .2 3 LB/FT 168 LB/FT CB 8 7S6 LB/FT 894 LB/FT 614 LB/FT - - J97 LB/FT 252 LB/FT 6 982 LB 1194 LB/FT 819 LB - - 630'LB/Fi 336 IB SLAT HIGH VEIOCffYIN NON HIGH VEIOCIfY HURRICANE ZONE SPAN HURRICANE 20N ZONE 12.3 ZONE 4 1/2- 1' 2 5/8' AS LESS >5.-10' 2 5/8' + 1' 2 3/4'+ TO 81 >8•-3• 3 1/2' 1' 3 5/8- TO 12'-0' A AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8- SHALL BE USED FOR MOUNDNGS AS PER SECTIONS 3. .4, 4A & 7A (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2- FOR A. 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) nu avCunP cCuml II F CONNECTION TYPE ANCHOR, SPACING CONCRETE ANCHOR TYPE _ _ , CONCRETE BLOCK ANCHOR TYPE A B ICI A C 9 417 US FT - 358"L11 - 1J4 LB FT C1 6 461 LB/F1' 418 Le/Fr - 202 IBM 12 375 LB/FT /� 334 LB/FT - 142 IB/FT C2 9 417 LEI 362 LB/FT - 190 LB/FT 6 502 LB FT 419 LB/FT - 285 LB/FT 9 372 LB/FT 309 LB/FT - 134 IB/FT C3 6 469 LB FT 375 LB/F7 - 202 LB FT 760 LB/FT - 304 UB FT C4 i iw /' 445 LB/FT 561 LB/FT - 4481' /.�' - - 134 LB/FT 202 LB/FT 912 LB/Ff _ - 394 LB/FT 9 226'IB/R 724 U3 FT - 83 LB/FT CS 6 339 LB/Fr 3J4 LB/FT - 125 LB/FT 3 681 LB/FT 670 LB/FT - 250 LB/FT 9 221 LB/FT 251 IB/FT 215 LB/FT - CB 6 332 LB/FT 378 LB/FT 323 LB/FT - - 3 683 LB/FT 756 LB/FT 646 lB/Ff - 4 232 LB 238 IB/FT I83 L9/FT - - C7 3 J10 LB FT J15 lB/F'f B 244 LB/Fr - - 12 38B lB/Ff 460 LH/FT CB a SB2 LB/FT 601 LB/FT 614 LB/FT - - 6 777 L8 FT 921 ED/FT 879 LB FT - - ' ANCHORS SCHEDU OSEE GENERAL NOTE C.2'ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.D. CONC. C.B = WOOD STEEL MIN. SPACING CONC. 1C.13LOCKI WOOD I STEEL A 1/4-0 TAPOON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50' 0 N/A 4.00- 4.00' N/A N/A B 1/4' 0 x 3/4' SOUD SET 3.50' 3.50• N/A N/A 3.00" 3.00' N/A N/A' C 1/4- 0 CRETE-FLEX J.OD' 3.00" 0 N/A 3.00' 3.00- N/A N/A E 1/4' 0 RW-BUILDS( TEK SCREWS N/A N/A N/A 1.00- N/A N/A N/A 2.00' F f14 NDS WOOD SCREWS OR Ile NOR LAC SCREWS N/A N/A n N/A N/A N/A 2.00' N/A F p. T/I FLORIDA BUMIM CODE (High & Non M9b VW-1V NUMcpne zone) CENS •• � J P ' •.. /y'L/ . (V It$'}pTE (jF :Cf GOAIOQ' e���' ®a0.e nrzvp oc C '0,... nwt nsnxo a owl.rsmxc mar4xr aamwuu �ma ®pu i 4 � �� .I-I�ila� 91-OOOB>19 Yn� •l.._Tlll: u'. ifL TITAN 11 FOLDING IYPACT T4TDTEtTITVE SYSTLL may. FaDn16 WM � pyl9 rt.7113 �tme-ela+nl �� w an "rt 15-011, OR1\II16 W . ur vi. • 9Ri li>iJ