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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Or" Page 1 of 2 Y-Eusiness,& Frofessional'RquIbtion BOS Home I Lag In I Me, BegI,Mti. I Not Top(¢ submit surtlla,o I sons &Fads I Publlral Product Approval us _ I aa:wMor pp % ,d Ammnt,1 Menu>GrWud o,Avollatticm Su nch> C onlialMn 1 kl> APPliutlan Detail FL 0 Application Type Code Version Applicatlon 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17080-R2 REVIEWED FOR 2017 Revision CODE COMPLIANCE 2017 i� COMPLIANCE /'1 V Approved ST. LUCIE COUIfTY BOCC Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.m m Ed Heritage edh@foldingshutters.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@fold Ingshutters.cem Impact Protective Systems Operable SCANNED BY St. Lucie County 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 12/31/2028 Troy Bishop, P.E. 2 Validation Checklist - Hardcopy Received ■ •:r u et. le ••Le r r t t•e Standard Year TAS 201, 202, 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Opt; -- Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2017 08/I812017 08/23/2017 10/10/2017 FL # Model, Number or Name Description 17080.1 Titan 11 Folding Impact Protective Extended aluminum blades folded together through knuckles System/HVHZ & NHVHZ (Drawing and retained by tracks to provide Hurricane Pmtection #17-082) Limps of Use Installation Instructions Approved for use In HVHZ: Yes FL17080 R2 IT FOLDING SHUTTER CORP. DRW 7- 082.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Walter A. Tllllt Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is IT-0" for+46, -46 p.s.f. A.S.D. design Evaluation Reports load and 5'-2" for+160, -160 p.s.f. A.S.D. design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP TITAN II FOLDING PROT SYSTEM P d [ E I tl R port 17- sheet 13 for additional Spans and loads. 0725.01 DRWG 17 O.PDF Created by Independent Third Party: Yes Beck Nert Contact Us :: 2601 Blair Stone Read, TrII,h,ssee FL 32399 pier' 850487-1824 The State of Florida h an G empbyec Cowrloht'1807-3nt3 State of norka_ :: primer Statement :; q¢e<.Ibllhv Statement :; Refund Statement Under Florida law, mall addresses ampublic 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 mall. If you have any questions, please contact 850.487.1395. "pursuant to Section 455275 (1), Florida Statutes, e0ective Wober 1, 2012, llcensees Ilceneed under chapter 455, F.S. must provide the Department with an email address If they have one. TM malls provided may be used for pineal communication with the licensee. However email addresses are public record. 11 you do not wish to supply a personal address, e please provide the Department with an mall address which can be made avalNble to the public To determine If you are a licensee under Chapter 455, F.S., please dick here. produR Approval Accepts: M C9 ®M .$CCOTIO AtFTRII'S http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 z U z m .m U J o ki a o� gh N P. rogF o Q g� X da 3G 32YJ m Ee HIS y- s d ea 5 fs �p �mo a9�9LLLLE5555� b � 8 R gNo =� �e s 8 90 98 taxc 8 as p' 63 88 8m aa: g a�AI o 3r pu q<N a Q�Q<��5 was �np ' .4yyyyg�5 € 4� �8gx $e yip Yno�g _r^ Y3gE >6 bs fi[zj. g$N - m g O tl .9i pyal • �8 pe< y y �y � a <p j 3OK� Zjg u �$o orc �R V t3 \ 3gg 3moo 8 W8o �3 m€ 9 mgg$ # s sg a o� a Jq® a ea A-m g s s e �a ON �8 =: �! a �bja € eft -Ki g Ea .R q pp GG yy e 9 u noq $ A s o rr K 5 oyoy LLO Z F � 1g1. 2 W yJ Cym is OC 4¢ p E a s' m zy z E 91 3 v* a S z ZS gg gggg . � s yw a 8jj R �3 <a6 dE myd �3g yi HE R� 1 mt a6 I�1 o o` b a X a ,, cEd NIX 5� zd3 iffl S A � <� N�Ef R_ a9 p Q 9R � odm Qq §11 8J oil e p i3 q a 3�3� jm`gaqo �iE 8m �°,� m gig !A a5 "T gg R B p� s �gn938mp�S� eW3'� gny�=�dma12 Srie m Q < � ' g 8� des ® WAI_I. FIEA�I E.R_ 606J-75 KLOY p 31N' Y 2 A)u- ® .sr.AT A'INDOW 6)SZO ALLOY lA ONLY FOR 6TALLADpe6 JO 6£ fL JO SUET OR ABOV£ OIUO£ BOTIO MEASURED AT 6 M. M21 OPEN/NG SEE QOMPoNENA TO, 2/ &T1 ON SHCET J) GI ,r�i YL I AN' © FLAT END 600-m ALLOY xw� Rn• AN• 3 sm• FOR CENTERPIECE fim06J-m -T6 ALLOT' __ '�BOTTOLif PRA- CK�ADAP7'ER=�-' 6063-T5 ALLOY " =I6 ALLOY -I6 ALLOY - � � 4 COMPONENT a 0 tl IY 16 2' S' MAX. 0.125• h125' 0.25• © 1• 2•,MAX 0.062• 0.062• ©1 ALT. BOTTOM TRACK ADAPTER O M "G y ALS3t 606J-l6 ALLOY - -l6 KLOY 606J- 6ALLOY ECE fi06J-T6 ALLOY 26 !/I' GONG ©9 CORNER POST 606J-T6 ALLOY 4PONENTS ® RAIN HOOD 606J-T5 KLOY FLORIDA BUILDING CODE (!High & Non High Velocity Hunicone. Zone) Z OTon niECY u¢. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °WiA ff. v. FOLDING SHUM CORP. n" IMF- LL E C O INC. \\ 117-082 A. -•re TIWt 1LSi1NO'k mGINNEM[RWE COYN.NY R� V n ]nY M'WG IUI E 1 TMe N odors= VQ Riii VMY fL SM1] ve'mrnwevwn ouvvn xe von 2 1 11 'Dow MlroFeE uao ws.w omov Fcw Au W3TAun zx5 ®��T�OWE�AA lfi a zAncE los WY 0,2" vDUDN mm As PEN Ms ovmW TYPICA - . m NADDMS YC. Bf fl DNC 3fAT .SD.YFO uW 2{• A^ANf (I[4C E '0 S m). w / n TYPICAL ALTERNATE PERFORATED (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) .1M -'Ot (2) x1 WW OBY BE W 6YE S T SVACEO A YWiNDY OF b' MMM T• B 1Y NW. TFOY ro 2LNrmcren 1 oxUs , NNOO AT OF rFOam. C21.y: 11111, 11 F�:�_ r�m� 21 z_c1� ©2 SUS .N1a yL1IT1 M END L7 44167 TABLE 1: SOURCES FOR & U )YNGIL PFYEAll6. SJ4k6N07X..s .L&C VLNxIMM[ F(A4C]1 (FXW 10! RSNDJ93 i 0443 W%n�YIFID $11tf 9.341 paLf1QlIXK $IPEx01N q'IIpD 0 OSTYONO ASry OAO tJ.KO pal.N5.000 palNOTCBIPmm D➢0 mmxixn Cu.nx_.�.eQ.;tc-.OBE /SLY 0350 I) R-WAnImy OD00M1 ASIY 0]e{1 81.5 5 LLV RAM OF BMW AM ... D-1 CIAO c-1 GA6 SETT NOON AM MN ID18'f 0.7 ,,I,- . .1. JT u STBgOn, NiTA YGJNDJNO ASIN 63B 9J0] Da.i. "'0 0". BMW ...uw NFAINfAINC ASN CAN 8181 pLL. D20 PALL TABLE 2: SOURCES FOR 5�,p0 9casNN rou opuJvwT MAX RmPBNn¢ T� BIAX mz mA7 � ]65,BVd PM9W 5pE0iK BWMT BEG1Yd'IfdY ASIY DJ9Z BJN] ifTBIE YlMXJD ASIY DWB pal. INO , f1E%NW. $IRD10s Al NRp AST. IBM IBM p.4' FIE[VPK Y000I16 01, ONNO ASiY ONO O {50,0]D pal. NOTCHm N TPIDOVY ppO IIFr[YR ASIY ON. 0.0 R-fin COOPSC COEfiMNM Of RFPWL W.W. /Sry DSBB 33 3 lX u v1 v-z MDMG 1CO YF111tW pEN.iINE ASIY pN1B `A0'I FLOWDA BUILDING CODE (High h Non High Vebcily Hunicone 2oni TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Y1 FOLDING SHUTTER CORP. Jov Ip6AT3'113 "�s.'P..sYmLnovxwIJ.- u.PM.Jpcne ^' 17 082 ® 901i J R 13 O. ®.O+ Tg.YPICIQ AL ELEVATION a a NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SEE SECTIONS iW & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. SEE SECnONS 7AW. 78W. BW & 14W ON SHEET 12. or 3OW/@. @ ,17 OR Og USE (3) AT d0- O.C. FOR SP IAPCFR THAN 99' UP TO 144- ♦ MOTO ON 6 A LOCKING TUBES @ AT©&& 1. TWO (2) 0 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30- O.O. FOR 9PANS UP TO 99'. USE THREE (]) PDfl.LARCER SPANS SPACED AT 30- O.C. AT MIDSPAN. GONPONENT MAY BE INSTALLED INTERIOR OR E ERIOR SCREWED TO TAPPED ENTERPIECES QOR(�. LOCATION OF 'j SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES SRAL).,ALWAYS BE USED TOP A BOTTOM AT tPRRODUCfS' C[NTERPIEC 4 ON 5 AT ALL INSTALLATIONS. LOCKING TUBES �g SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. T SEE LIMITATIONS FOR ® ON SHFET 2 A. Tl(��Tt: U ENS '•, �{ RORIDA BUILDING CODE (11195 & Non Hilh V°I°city HMn.°9R° Z..) 44167 : 01-17 uraL Ya TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM WL FOLDING SHUTTER CORP. urz \ 'l1'AV'��'= � JAI 'E# THOl.".MG COMPANY iY,Mab"=.MYB.cvamcuvmonq-InY. fry YNiRA h. PL R4tlM IY. / MIET He HlwMo-RaDuII 3NY PYM-Ia,PnINwlZ 17-062 DIET I T1] Y/HYt91YE — j010 a- ss BY S. W/ I aJn• Ecec MIOH ann• u DUJNNC W/ A ro pOp pyE IDK iW sECIpW ObW alwA.2". O I6.O OIl eN0 0 La INO ' 1 O.a]- uJnc mRau , mNof SFLIOII 0]t0' OD. A40 9FAM� a]u• La SNR?Po,G(m FA 1 OYp.) WE (nP.) 1 or �} 1 M. s6vAVAnoN ro OASS or �(" sEE mlc scnu 1 ON SIEEr 1]I ,0 V' 1 1' 1Y10 M10N BUSIWYS WPEYIRW CI � DYp BOROY), /.NO J/i (s[E 6X¢T ,]) EaXCOra ropy. acIPTAr PoNm Na,st,6 mp.) WALL FACE MOUNTING INSTALLATION Pop AN I 1`ar I a•.A• YAL) Wm DIP 1 0 W/ PWtlID O pOl ia)MOL'I I 1 I/ire l•TEK gePRr(QL�'IB 1 w/ I ]/i JCKEW OR 1/4e-2011• DMENT O v O.C. S.s. 0 M NYI A WASKER O i O.C. I NW. SFP.WAIttIN TD aA4 WE sOYDIKE 1 ON 91ECJ lJ) TD[ SCIiW OR 1/40-2011' 55. YS MIX Nlrt h I WA91FR'O i OG . m IAMOIX nwEAw�al"iEnwaaFr I WALL FACE MOUNTING INSTALLATION GPo S I a SECTION 2 CRTE-REN W/ 1 a/i I 1--=- YA[.) WY JJmmma a 6• at. NIX a _ I/J �Iq1� 6AmE0 BLOCK Raw". Ni IUNp � (WN. 1', 2.GROUT) Eo.... STAGGERED ANCHOR SPACING DETAIL FO ..J2rrY.., INSTALLATIONS DETAILS INTO CONCRETE ERA: & CONCRETE BLOCK co°l•' vcEi SCALE: N.T.S. 0, 44 NOTF FOR CONRINATON nF SECTIONS, IN E.D. - EDGE DISTANCE (SEE SFECIFICATICNS ON SHEET la) �3 =9D •'� ass, c pL 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAUA¶ON. } BEE MNRATIOt6 FOR ®ON ]/IB'uuu. j `°" �. I O IB' O.C. J w At WSTNC NON JIINCIYPIL e a TRN (DECOPMNE SEL) DESIGN PRE E511RE RATING. - +65.0, -90.0 PSFj RORIDA BUILDING CODE (High A Non Nigh Velocity hurricane Zone) 02017 mace W. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM EL IL ECOEMe. FOLDING SHUTTER CORP. °'nai2 1C6e I015nE[T [I/Eo YFAT eAIIE e- R ]]JI] urz [ilNa A [NOWL[AWO COW.WY Y. N le. war. a®e, n wN , �mo-eawn 17-082 ~ ®-OXWr19 ^e ^W^PNNae✓e aYV16 Ne w LRi 5 Y 13 ,.[We llc A MI6] D.."i v-• , 6/r TOKS YAEY aR 1/4R J/.• - A Sal m/ MIS A Mcam a 6. O.C. POUND tlNICRETE OR cah"N" "' OMO' TH= s.S.VA 0.IXlfI1 MOU]pO I YPl $fPN411@I I I I ISM. $PNY1911 7' TD I= 1�(sCE Scho➢NL TO cl s (SEE SWEWIE gE F Ea EO. lyIW4L W. IWOD (Nay_S1RLY,•IUWJ I oX SNLEI 1]) / Of ON sXEET 1]) I O! (Gin: S S.S. 5Y.S. W/ ®1 $ 1 1/R'o µJEE IC J/16' µUY. µIFRINTE J/16' IWY. t ,J/•' WNC HYION BVSMNGS PoP FOP RMIS O 5' �11N]' DORW)P IXCEPI AT REELER Al RE7,O.C. AT PFIA. hasna GET Re.c. n $ W alas• Gro.) I �,� 1 EQ. ED - •��]/I6' 9 NUY. POP PoVE15 " I ij 9 J/16' AWY. f V/ IFPHAi '% - 0 10- O.C. SLOES o to' ac. BE 1FC 6.WCH0 oRlmraurl ]/te' W. POP RAETs m W.C. to O]]]' LQW NIIDN Onrt. 0.1631 LONGG T0o i1P sECIgM 0 .%O' lal swe"AlIW I 0.RT0'NAb' 'ATPA<AB O YIN. ]/•- ftTY(W RLWW DA N0 031]' LL. AW ro �'1= 0.tZS IDNc BORW (sfE SCNFDII� STRPNG EA. I Or 1/A" • IMN:Oxs OR L NOJO® py / 1/x YYL $•f10N OJx3' O.D. AxD� ON 9mII 1]I WE my.) ® T ANCNy6 6' OTC. ^ 1/•- Boa, BOLT W/ 0.20") 6 WASHER k NIII o 10' O.C. D'D• DOLT W/ 1/4'., pQ EACl E • V R, A MRXFA o O 5' OC. 5 1/4' • WCWS OR CREIIE ORNOT CONCNTEwBNIOCN "Ni CREIf-iL[%MKMO.R 6' OC. [ / or REWACE x 1• OR 2Wx /S mum CO.VCIZIE OR ] »11/6 .0 T6 COW. S/16' µQ (], T �T6 WXL NUY (pxp1EIQ 4MY, VNy RWY. AYCIE OR BFRI HATE. PER Fe' PER RVEIs O S' O.C. [J pEOVIFF➢ AT �" STANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION-5 INSTALLATION SECTION 6 tl w NA%. A5.0. DESIGN PRESSURE RANG- R66.0, -66.0 PSF MAX A.S.D. DESIGN IRESSURE RATING- ♦66.0. -66.0 PSF �9 6�{ qi 9 ` S P 1 •y _ g I - J/16' ALVY. Natop4fl$ O ID• Dc DOIN so[s YW.. S¢.VWIu TO Goss �(M 1])1]) Npy KIERIUft LEG [O. Y "CHOR T CONNECTION LEG �OPoDRAImN (5(S `IFA.Wto IA l l/1 • 1 J/1 IW XXLW W/ PoIM♦D CON(FflE Ofl S/B' WA510.N u 1/•' , J/•• CWUdiE 6LDOt WALL VIA BCITS W/ PINES 6 6/6' WASHEII O A' OG BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. NOT FOR DYRINAT DN DF O am: 4L ED. a EDGE DISTPNCE I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIGIGTIONS ON SHEET 13) W ANY WAY TO SUIT ANY INSTALLATION. 1 SEE UMRAIIONS FOR ® ON SHEET 2 s A m.¢m u (SEE SNFAT •a EO EO. 1/r, , ]/r ras SCREW P90 CAI✓MEREvIEW OR _ DR.1/.• . J/,' DOLLS x/ xurs • • . ER m e O.C. NN• • V y ] • NO "1167 R �A]A'1 //)�•j5 E�i1' CAS. _i' ..v^! R•i E`v,lliMe's. - S /ONAI EN6�a1°I pE µ...'i1 ]AAb/D `A i ' 110RIDA BUILDING CODE (High k NOD High Velocity Huak.n• Zone) Oxon nuEa wc. ILrC.OIFFY. TITAN II FOLDING IMPACT 'PROTECTIVE SYSTEM D ems' FOLDING SHUTTER CORP. xMR IDIOINET 11/GC FIIT PAW ¢bLR ]LIJ ..42 ..X.D�°'.o„ 1LLLIl T[SNIO t WOINFWNO COYPYIT vaal OAmi b ,:_;- , �C� " W VKIW A --,M1, PE j ILDRIW W. Nlfi) 17 Y08 w a 91JII 6 0! IJ m/a/n L MIN Poam (3) n ux /10 . 3- Si "S. r/ 0]73' MMC XN6Y - sUAWO r/ A a1s0- wxc raF W/ A 30* o.D. ]No 02W L1 AYO am LON. Juno. sErnw oaz0• D. um 0.3 - W. D]PO OPOMµ RVN W Non-srwX:lURa' A, WEIS r s' 0.0 g PoURD cwonIE J XFPLPID ' ._ _. �KQMXI [0� TRAPPED MOUNTING R{SR':91FEf'1] • Yp. Eh INSTALLATION SECTION 7 OPIg RAN N000 Nox�smucrvrtW Ilw'"5v I SIPNFIxC u. SOE mPJ or t �p 10N (Sfl [N T 1/4.. 1 RX XPEr OR 1/Xr30'�1' SS YS NIIX tM h wA91FR O 1' aC-\ I IaK e31x. F� B01X =mom I - MN. EO-.` • YIN. "0 ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCPLE: N.T.S. t111'P4� :.... ,-NS Xp'S�r�2 a TIONS: *E.D. _ EOCE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED(SEE SPECNTCATIONS ON SHEEP") . * IN ANY WAY TO SOR PNY INSTALIADDN. = •n(Ale T SEE LIMITATIONS FOR ®ON SHEEP 2 = ••4" D SS/�IAI� '•.,.P,E.W3f ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7B FLORIDA BUIMING CODE (Nigh s: Non High Velocity Hurticon. Zone) Imo' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m: o- FOLDING SHUTTER CORP. 7m PnWp 6Lal R1] INavpwvmtun NX0 coYP. .role 17-082 oXAINc xe 418]TiLRii 7.1. m m.a a, 17.1r mw0 x >� INPJ Pa eamnn � u° 1 .• . y.- roa �. 1ra4. lonw.un. a 9W NR aP WIWY[ We>m NlOY D u ..1e he vA[v 1 • e• ac a sw caanuW aov-m NEw 4eco• e.c zan-: '7iommlpgwa w naz o V.Y alwn ® Awcm LnvJ (m �a0 SPAN TUBE MOUNTING INSTAW710M WPM YY DZ D W I O O O 9 �uv4• OFE SCYW[) vm h e lace TYPICAL EIEVMOjjLTUBE AT TOP1 TYPICAL ELEVATION /HIRE AT BOTTOMI —'ffi ilmeeiuw+nuronn— T Z x TYPICAL ELEVATION (TUBE AT MIDHFIGHTI i SR YWAWNS TOO m aN 9EETR TuZ Gl *ENO. 44167 TABLE I: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) cX TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'0 ANGLE LENGTH EA .END', NUMBER OF ANCHORS PER ENO OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60' 106.0' 13 8 214'zl/8' 95' 85.0' 17 10 144' 69.0' 13 8 80' 117.0' 17 10 2'+4 MI/4 95" IIO.0' 21 12 1W 91.0" 21 12 80' 109.0' 17 10 96" 100.0" 21 12 E�1//,8- 144' 81.0" 17 10 60" 124.0' 21 12 96' 114.0' 21 12 144- 93.0' 21 12 i 0H Of THE SHUTRAS HMTIOA60VE & BNUGHT BE1.0W DOES NOT DMEED THE NNLY VIKEN Mt PR0SUIM71WC1 WM Sim ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENCRT SCHEDULE (TUBE AT MIDHOGHT) TUBE SIZE WIMUM PRODUCT PNSPAN ALLOWABLE TUBE RI ANGLE LENGTH EA END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'a4'zl/8" 96" 60.0" 17 15 144' 48.0' 13 12 80' 87.0' 21 18 20zPz1/4" 96' 79.0' 21 18 144' 65.0- 21 18 80" 77.0' 17 15 2'a5'at/e- 9B' ]0.0' 21 18 144" 5].0' 17 15 80' 88.0' 21 16 2'a6'zl/8' 96" 81.0 21. 1B 144" 66.0' 21 18 L AL I I 1L L P 4 1 1L MONICA BUILDING CODE (High & Non Nigh Velocity Hunicam Zone) m Ra17 mTRm o-Ic TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ewN m L g� FOLDING SHUTTER CORP. Ram ND6IPIIT rMAa Am PNN aMDErtawla %t'164etYu)I ..u1Y6Nal�ul�a� oTRo/n um as • acle¢cwnD mNPAxT aw axwWauxasnv�u OY.iaO•tl.�r•m �v� ®-mYame 17-082 aYepa se Bun a oT n KIFR A mIR L. PL noaw Iw.. l ••ieT I 1tM5 0 ,e• g.c. \\ / I,Lu a e• we �3 % BUILD —OUT END CONDITION wam'VA7m LR,WOP) EXTERIOR .. Nre o N�")" HORIZONTAL SECTION 6C. 0 W 20 ro �•I" Mq@WR/1 ]RMN 3 WC",OipP UR ]k MLY vum AT LAST 9.RT AT 1RRPPm INSDWSiKKt6 r+vcw/rnL,c-r,LR t sE ulnrATgra FOR ©oH sITxT a '�?�+�, NOTE 1 ONE LOCKING TUBE, PART I SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOROR INTERIOR CENTERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.1OD' OF THE TIP SHALL BE SQUARE, 0.357'R0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120' ..E. HOLLOW PIN. THE BOTTOM 1.100- OF THE TIP SHALL BE 0.363' DIAMETER. WITH A 0.200' LONG BEVEL TOWARD THE END AND A. FLAT TIP. BETWEEN THE SQUARE, TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'R0.475'"0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE li�l A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375- LONG, WI A 0.366- 0.366%0.630- LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE f§ . THE TOP OF THE PIECE MUST INCLUDE A 0.684" DEEP BY 0.188' WIDE CHANNEL TO, RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER, SPUD THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE), wmn. GGWS 6.t3B' M) or (1 A) t (IE,41] F%IFnNR) 4 OR( SHM �, aoas-,a N]ar au vR v.- .. ]/.- rr. ho END LOCK ANGLE/�3 XQLCOMX GLCrgN r ..v'• Ve'ams-T. caM. eLAVW W Bplf AYGIE DL�wm-ox.o �' nG raP G MPS" �1 sG.a0) ao% O LO 14 C w (1ryWP 6CPC" WY 'YST.VIID WIFAICII OR pIENOP) 4 OR 'TWO T SHO or ND LOCK ANGI XgLZW,M 5[CTGX mores liiriuiLo i`a a10`+L CtM@nR6 w e• we. �R ... ALTERNATE LD KIN • SLAT CORNER LOCKING DETAIL Ngtl gMK GX A. T114�` . '.•Ty ':_ FLORIDA BUILDINGCODE (High h Non High Velocity HuMcone Zone) _ 4418�. mmn m,Lm C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM v" IL ECGLrc. TIWI LLSLINJ tN CN"WRINg- W1XY e W GNnw 0.NIN M--9 W711a"°°'I'nN,-,N, NVea]wTG'Na Tice.`"/ «SeiE FOLDING SHUTTER CORP. ]M" MMSIpELi PVGC N6T�RRW� rL 3].1] R>rsG/n W,L � ��,' \i IRIDP: a4r 1p {'(li°P ow.Gwen es snLn v rc n A EXTERIOR ELEVATION PLAN VIEW A —A OF PRODUCT OPTIONAL SIDE ANGLE tOfJ W 1 1/J' 1 1/R' 1/p • e'-Y DM SCIOM 4 916T B) M ]/16' To MI1J FFR.Y[A[ TO T1BE � I�'1@L MN01W a'14B lOP I ®110Y tli f0 YW. (] PEWWC) ISOMETRIC (To. w . " Son'. Jugs) END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) ko.aa)Br PL Sd\/90(ITWF/yII 1/0 e 1 1 J/Y b➢cMJ/CALE-{Ip N01016 O IB' Bl '� �mSM4 J1BYC111]F FLOMDA BUILDING CODE (High h Non Ngh Velocity Hurricane Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHUTTER CORP. B E" PIN. BpY.. IAmf�p1--Iu �� BeH PNY VIL% R SNIJ P[I.W-NYBPI 17-082 1. P.E. sIn >s�r a rc lJ WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATION! T SEE UMITATIONS FOR ® ON SHELT 2 NOTES, NOTE FOR COMBINATION OF SECTIONS; I— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ,_ BE HAVE.A MIN. SPECIOC DENSITY OF 0,46 OR EOUAL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT NO' IN BE COMBINED 2'.e' CORY HUDER WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) kC E ••, ✓ o FLORIDA BUILDING CODE (High k Non HISh Velocity Hurticene Zone) '•t NO. 44187 0.I7 TA[Tto+Nc LrE C p ,�,.• [[Snxa EXe 'ELPWo no. ~ V4i[A A . b. F.[. EB-u, I o wvm V�.I u,eT TITAN II TOWING IMPACT PROTECTIVE SYSTEM mAYi on FOLDING SHUTTER CORP. Ttll9 HE1611RT fl/Ll WE WAnw[ 0.1 4�^ 17-082 new .on[ u 1/4Y . J/P ME SCREW OR I/{' • J/1' BOLTS W/ Hm k WASNFA O 6. Oz. WIVE FINISH 0.060' THICK SS. t SEE LIMITATIONS TOR ®ON SHEET 2 ROLLER HCYSNO FM' GCHER ROOD. / G NOW MO. EC. F0. m0tim. RAM HOG NOT FOR OMBINRTION OF a CTONa: RE(NOy_S�gNgµ) /10sF SS. S," W/ 1/2'0 r3/4• I- MOUNTING SECTIONS CAN E COMBINED IAHG M0. Bus6Nws (ryR TOP) IN ANY WAY TO SUIT MY INEEAL(ATON. LGG (Ty'. BOLLOY). EXCEPT AT flpLEli MOUSING (IYP.) -5 (o) NYLG a 1- FOR WOG FRAME CONBTRUCIION: W000 MEMBERS TO - y RIWRS BE HAVE A MIN. SPECIRC DENSITY OF 0.e6 OR EQUAL e PoF°Rr2 5' /IO r e• s.. SMi w/ oa>r LONG H N MIFAIUTE' lEG O IB• O.C. BUSNNG W/ A 0.150- LONG TG SI G LOGIMN NL 0.6G' O.D. AND 0245. IA. Alq 0.223- LONG (SEE Non ) I GTLOu. oA110N OJzo• Oa AND 0,241' Le. O AB MEATIER MP.) snOPP FA SCE I or �9. tag MN..smAwnwN uW. SWAWTON i0 OIISz TO N6s I �I �(SEE 5°HEOU3) �(SFE Sw 13). ON SHEET 1J) G sHfAT 1]) Or �T .WODNft J/1°-ALUM &`ORNATE IEO ' I POP RIVETS O 5' O.C. _- _ _ _ ACAMN NTF(M1L R� = AT RFA.9. Tt lT iT- ' (SEE NOTE') i = Iy (SEE tgiE •) i �� L 1 J ri - --:-Tl i LLIr _ l J 2NvCLN1 T q WOOMD. PU REO'D.1 3/I6' .LLN1. POP TIMES............ \ � O 10' O.C. 6OM 4R5 S / EQ. GO. 000 Men. T& E' 1/CI J/{' TD(S SCREW W° O MiE 1 1) W/ s . 3/4 ER SCREW RN•D. / i , 1 'I OR 1/C s 3/4' a G. W/ NVfs M/ 5/6' WASHER M 1 I 11 1 k 9/5' WASNFA O G. O.C. '1 IH- . J/{' w/ NUT$ k wA. 4- I 1 CptIELGN 11 6/e• sx6a .r oc. 1 I �� CA 11 ttlYFCIICN G 1� �. �� . 11—WAX mw ( wAu DwsT BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION SECTION SECTION 4W 0 NOTE° ALTERNATE LEC LOGIION AND ANCHORAGE To WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD '* SCALE : N.T.S. OW. SWARRnOn TO DVSs (SEE AcHEWIf ON SHEET 13) of & T R IPGNLL.IWN Oa n. (NON-sTRUCNPA KTEINUIE 3/16'_ AILN.-EI POP RNLTS O E AT HEAR. n� J DPIIOWL RNR NWfI (nox-smunuaSO oil ° Kuu. POP R O 10' O.C. O.C. I or g'gt § ug@ J. 1 or —P NW. E.D. V WIN. E.M� TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High & Non High Velocity Hunicane Zone) TLuto Ixc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM . W, C O Ewe, FOLDING SHUITER CORP. p1wn" EHOIHEQA.A co., Tm°'Hfl61MS AIL'E M3T PMW WADI. EL eH15 loAOyHA,ANmson' _ WAm11fiBNe m. rma um¢, n.una mY OaWiwil�r-rWl e", 91ELT 11 °i.IJ lyN }..vE Lk. / Nlei ro Mx sk113) q MEN. sEPARAnax TO DIAVOOr T 9�1 (OSEE (SFF Sp1FDIHE ON $1 Or ro,wnusmumN,TEWNre J/ID'uPOP M'EI S o 3' O.WIMHx,4 4 AT RF/A0 NW. POP PNES 0.4 GOP SIDES GOFSLA)e'iOF�imul R�' 7i �--C3 - _�A➢R1 EDGE OF GAG IF /PrI iP _ `I' Wx E.D.�F -I' MIN. EIO. 1 .8' YIN. Mon" DECK REQNOEOJ (NO RNIEH µLOXEo) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) (21 OF W/ 1 /TR E.D. PENEIMnIXi A114CaIDIH \\\�\��P_ (1') DF q,V1fR/IRUSSFS Txe• OWN. MOOD CEXN BEpVln. (NO FNSN 4laMEp) � ME OF I-R N. SLAB IF R W1L Eo. "PuI t SEE ❑MRATIONS FOR ®ON SNEEf Z ALT TRACKADAPTERMOUNTING INSTALLATION NOTE FOR COMBINATION OF SFICTONc SECTION 78W (BOTTOM) I- MOUNTING SECTIONS. CAN BE COMBINED IN ANY WAYTO SUIT ANY INSTANATION.VIC Mw. SwuuvGN PIAM REDCOWW000 N CV55 NOTES, Pw1E REDO. (SFE SCHIEDMILE 13) ON SHEET ,J) 1- FOR WOOD FRAME CONSIRIICHON: W000 NEMBERS 10 BE NAVE A MIN. SPECIFIC OENSNY OF O.Ofi OR EQUAL wAu P. 1 PPEBSUREERA ONC trWSPANSW FOR MA%. 0.5.0. DESIGN L x 4 x ,/8' FBOa]-i6 MNL _ EDGE (6 Pe (R) MlON 1/4' MAX. PeY li WSIM SOFFR BIDslat D.W.P (TW.) GG y NI Busx 410 x J• S.S. iM£ W/ .G" N IO Nn.On I e 53 me' ) BUSHwO w A O,ISO- I POM. \� LONG TOP SELT_ON O. 0.1 a]10.1701 IN OD. NN MID OULIPA 0.11]' LONG OTTFl. BOTTOM YW. SE pB sElTW1 a.aPO• Dn. .wD GG --iN TO GIA4 E 034D'I.C. VYP) (G;C sCNP01AE SmPP NPWNEPG'El I�IF:Ilyyii OF T q ON SHEET 13) SIDE GYP.) HEADER TO TRUSS MOUNTING INSTAL eTION SECTION SWSECTION SW (IM MAX, &S.0. DESIGN PRESSURE RATING +60.0, -60.0 PSF OF @ T x3/4• LONG \ `1 � w LEo.1Ea.J 9NONER S OR f Mupis'Eo /4TOP) MD I- LONG. AT KuJOR HOUEWG IL 11�� I P LSfAEW a S/'40.C.N w'SNFA'a 8 G.C. N.T.S. GCIVS `'• 7" FLORIDA BUILDING COOE (High k Non High Velocity HuOicane Zone) No.44167 '; ]v y�(f�. 1' ✓Vv 0 ,v(y,(1•• : 6\ .. s. 'u/Dnre 0 ]Gn nOEfM wp �LTTE C- N.I EGn xG h LNOIN EBWa coupYly ti. %N 15w ]4+. C'MM4 uvIM ::-I>p. �.: aNI.F :: u: McMPK .NNNI ff J WM1ER A nWF J:. ' FEoww uF. Y «Im TITAN II FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHWER CORP. Ta]R xEM911RT P4cs ML%T PMY aFIp, R]]41] FLl:lmo-eu-d]I —AMOK wlllnl...M:l ° dn" 17-082 ounxo x. � sNEn 11 aF 13 MMMN P�]S wplrel own srua. A m Auhwal vADnhII TgnPl Pu¢vu 0.d ' Pusp]e 0.-1 30 psf 144.0' 144' 180 ID ft 35 Psf 60.0" 60" 88 Ib k 100.0' 100' 146 lb/ft 144' 194' 210 HIM 40 psf 60.0" 60" 100 Ib k 100.0" 100' 167 ID ft 144' 144" 240 lb/ft 46 psf 60.0' 60.0' 115 W H 80.0" 80.0' 154 N k 97.0- 97.0' IN ID k 115.0" 115.0' =1 ID 1t 1"- 144' 276 Ib 1l 50 psf 60.0' 60.0' 125 Ib ft 89.0" 89.0" 1117 Ib fl 100.0" 100.0- 208 ID it 120.0' 1204' 250 ID Il 1"" 140' 300 Ib N 55 1 60.0" 60.0" 138 It, It 81.0" 81.0- 187 Ib ft 100.0- 100.0' 229 ID ft 120.0' 120.0" 275 lb It 137' 134 330 lb It (i0.0 60.0- 150 lb It BD fl Iwo"-;aTw w.t -250`-Ib/Rz. �- SI:I5.Is- . b k+ 131' 128' }qg ID ft ITS psf 59.0 59.0' 160 ID ft 92.0" 92.0" 49 Ib ft 100.0' 100.0" 2I 126' 12Y 3so IO k 70 psf 60.0' 60.0- 175 ID ft 100.0' TWO" 292 lb/ft 121' 118' 374 Ib k 75 psf 59.0" 59.0" 187 HIM 100.0' 100.0' 313 Ib ft 117- Ile 387 lb/ft 50 psf 113' 111" 400 lb ft 90 P5f 107 104' 424 lb/ft 100 psf 101" 99' 447 lb/ft 110 PST 94' 90" 466 ID k 120 psf 87' 82" 484 ID ft IOU psf M. 76' 483 Ib ft 140 oaf 74" 70' 484 HIM 150 psf 69" 66' 1 483 Ip ft 160 psf 65' 62' 1 483 HIM Aa9Bs, Li: YAYIMAI AU4Wp&E PROOUCT SPAN TOR A GIVEN P0SM AIM OfSIGN PRESSURE RATING. I., MN:. ALLOWA@E PRODUCE YAN FOR A GIVEN NEGATIVEAIM. DEVON PRESSUNE RATING. RNAi. uMWUM A110WABLE PRODULT SPAN 6 EOWL TO THE WJ IJM OE TNM PFO = WM BETWEEN l•' AND CONNECTION CAPACITY SCHEDULF (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE I STEEL ANCHOR TYPE WOOD ANCHOR TYPE A 8 C A C E A C F C1 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 6 473 LB/FT 418 LB/FT 236 LB/FT 202 LB/FT 383 LB FT 432 LB/FT 12 387 LB FT - 334 LB FT 166 3 FT 142 LB FT 271 LB FT 347 LB FT C2 9 456 LB FT - 3 22 LB FT 250 LB 190 LB FT 318 LB FT 380 LB Ff 6 525LB/FT 419 LB/FT 312 LB FT 268 LB/FT 353'LB/Ff 473 LB/FT 9 390 LB/FT 309 LB/FT 157 LB/FT 134 LB/FT 257 l0/FT 329 M/FT C3 fi 496 LB/FT 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 3 813 LB/FT 572 LB FT 326 LB/Fr 304 LB/Fr 418 LB/FT 631 LB/FT 9 466 LB/FT 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 MIFF C4 6 592 LB/FT 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 972 LB FT GB2 LB FT 389 LB FT 364 LB/FT 500 LB/FT 753 LB/FT 9 281 LB/FT =4 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT C5 6 421 LB/FT 334 4B/FT 122 LB FT 125 LB/FT 214 LB/FT 155 LB/FT 3 843 LB/Ff 670 LB/FT 243 LB/FT 25D LB/FT 432 M/FT 311 LB/FT 9 273 LS/FT 325 LB/FT 215 LB/FT 138 LB/Ff 102 LB/FT C6 5 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 3 822 LB/FT 975 LB/FT 648 LB/FT 414 LB/FT 307 LB/FT 4 269 LB/FT 301 LB/FT 183 LB/FT 114 LB/FT 10 LB/FT C7 3 358 LB/FT 402 LB/FT 244 LB FT 152 LB/F7 204 LB/FT 2 3'5 LB/FT 12 491 LB/FT 596 1B/FT 409 LB/Ff - 265 LBAT 168 LB/FT C8 8 736 LB/FT 894 LB/FT 614 LB/FT 397 LB/FT 252 LB/FT 6 1982 LB/FT 11194 LB/FT 819 LB/FT I I 0 LB/FT 336 LB/FT SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 1 2.3 ZONE 4 5-10" 2 1/2" 1' 2 5/8' AS LESS >5'-10' 2 5/8' } 1" 2 3/4'} TO 8'-3" >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 MOUNTINGS AS PER SECTIONS 3, ,I ':+ Y•`- 4. 4A & 7A, y„ e CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2- FOR B & 2 1/4- FOR C ANCHORS) CONNECTION TYPE THAN ANCHOR SPACING MIN. E.D. SHOWN ON ANCHOR SCHEDULE CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C" A C C1 9 417 LB FT - 388 LB F1 - 134 LB FT 6 461 MIFF 418 LB FT - 202 LB FT 12 375 LB/FT 334 LB/FT - 142 LB/FT C2 9 417 LB/FT 362 LB/FT -1 190 LB/FT 6 502 LB - 419 LB/FT -1 2115 LB/FT 9 372 LB/FT - 309 LB/FT I 134 l C3 6 469 LB/Ff - 375 LB/FT' - LB/n' 202 8/,. 3 760. LB/FT 572 LB/FT - 304 LB/... 9 445 LB/FT 370 LB/FT 134 LB/FT C4 6 561 LB/FT 448 LB/FT 202 LB/FT 3 912 LB/FT 682 L8/FT 364 LB/FT S_. 226 LB/FT - 224 8 _ - 83 LB/FT `O IM6- ; 339 LB/FT - 3347LB/FS' - 125 LB/FT -3-' 681 LB/FT '67 111" 250 LB/FT _9 221 LB/FT 251 LB/FT 215 lB FT - �6' 1 332 LB/FT 378 LB/FT 323lU3/ - - �3- 663 LB/FT 756 LB/FT 646 LB/FT 4 232 LB/FT 236 LB/FT 163 LB/FT - - C7 J 310 LB/Fi 315 MIFF 244 LB/FT - - 12 388 LB/FT 460 LB/FT 409 LB/FT - - C8 8 5B2 LB/Fi 691 LB/FT 614 LB/FT - - 6 1 777 LB/FT 921 LB/FT 1819 LB/FT ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.O. MIN. SPACING TYPE DESCRIPTION CONC. C.II WOOD STEEL GONG. C.BLOCK WOOD STEEL A 1/4.0 TAPCON W/ ADVANCED 3.50' 2.50' 0 N/A COO-4.00' N/A N/A THREABFORM TECHNOLOGY B 1/4' 0 x 3/4' SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00' N/A N/A C 1/4' 0 CRETE-FLEX 3100' 3.00" 0 N/A 3.00- 3.00" N/A N/A E 1/4- 0 RW-BUILDEK N/A N/A N/A 1.00" N/A N/A N/A 2.00- TEK SCREWS F 114 NOS WOOD SCREWS OR N/A N/A D N/A N/A N/A 2.00' N/A 1 4" NDS WG SCREWS FLORIDA BUILDING CODE (High & Non High Velocity HY0ic9ne Zone mTEco lxc. TNAN II FOLDING IMPACT PROTECTIVE SYSTEM P^ OR Y.L FOLDING SHUTTER CORP. OES1m .VLAW apG. R]]]I] mImao-mn 17-DB2 u4pxxMli.xun Yaruw x.