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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page l of 2 MMP iµ�E YtjS "r'"ri.fiyT%'f4, r»Fie6ty�f.!"`t.rn�,'.,�€:Ls.:,i�� T.�;•°�r"i,�' J" �,._A7 y'"��,, .lual -i. �, ►er I 4PPllotion Detail FL # FL17080-R] Application Type Revision Code Version 2014 Application Status Approved SCANNED St Luc eY Cournv Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edb@foldingshuttem.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshuttem.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshuttem.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 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 PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. ® Validation Checklist - Hardmpy Received Certificate of Independence EL17080 91 COI FOLDING cla rr-rc RP ER71Dn 03t0.01 DRWG 1 -014 pitf Referenced Standard and Year (of Standard) Standard TAS 201, 202, 2D3 AM 1994 Equivalence of Product Standards Certified By Sections from the Code Method 1 Optii, product oval Method' Date Submitted 04/13/201504/20/2015 Date Validated D4/23/2015 ,Date Pending FBC Approval 06/22/2015 Date Approved summa of Products FL Ai Model, Number or Name Description - 17080.1 Titan 11 Folding Impact Protective Extruded aluminum blades folded together through knuckles 9vstem/HVHZ & NHVHZ (Drawing and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL37080 R7 11 FOLDINr SHLrrTER CORP DBWG.LS_ Approved for use outside HVHZ: Yes 0 ri f Impact Resistant: Yes Verified By: Walter A. ntIIR Third P.E.: Yes 67 Design pressure: +1601-160 Created by IndepeReports Third Party: Yes Other: Max span is 12'-0" for+46, -46 p.s.f. A.S.D. design Evaluation 80 RIR AF OL97NG rTTEa rORP Pro Eva 7: load.and 5'-2" for+160, -260 p•s.f. A.S.D. design load. See n310 01 DRWG 15-014 odf page 13 for additional spans and loads Created by Independent Third Party: Yes Bad Neit c,,,d-U,:o p Nmul MS [T haft .�^ R36399 pho 'eit "-2624 The Stale of Florida a an ANEED empbKr. " hi 20oy 26 a cta N FbrNa. :: PrlyaCe stut..., %:.�'y Nnty 51aL•n� :: Refer Under Fb,da law, amae addresses are Dutift remrds. If you do not ant your trmail address releav4 b rasDomelmu d b5DAV.139 . -N.va to electronic mail ro Nk entity. Instead, mnta, rba oRt¢ by plwre or by "donne "a, If you have arty questions, D 5eleion nic mail to Florida Statures, , con ertober 1, 3613, Ittei�sees e¢need under Chapter 455, F.S. muA Dmvitle ttce eeDartmer4 wiN an small address a }hey bore one. The emala pmyked may be used for o�No n snail ation W wN , ¢¢ ,e rna etl ovaan aE oto they dW To a bIlmc nremrd. a areda limrensea under supply a pe,nnli address, please pmvbe tba lDepa cboo ar 455, F.S., please did ideal, Product Approval A¢Le�Ptya: kw IN®! Ci"ediI`- rd- SYAF.E httns://Roridabuildin2.ora/DT/Dr aw dtl.asDx?nazaM=WGEVXOwtDav2aBOnHnOOe6TlZ-.- 7/1/2015 Ala �Lc Ry 5"N9a �nNc _ AaY Viei e` oou 1s .11 ;Am R q¢� Q �Ez NO L !• ^yyv3 B A4 y PE?� njig gag '-' Wx q � +f�•�y o a6�s 2IN n � gG Ella 11 120� ll8 6 �_ gg Egg s a e9 >p a 8 s e Asa ��e as �Q> �:• 7 yy j 55��yy = 1 ZSZ ZF- 3 i Nq r� o�c n !fig ......... �•:,aCo 90 F� q 8� q=dga ,{ ��au omnuFao0 a y9 $ `� io ��� `� I 6 9� 99 $$ 0' 'y P 2 gm >� g .gqeq PH y g Q � �fl� � �p� gS o� o &gapo r. a a I� $ All 038 11 1 P4! m a 0 $9m$� gg a �c bin F yr •m�.m qy i gj n G 3Ngill3F c . m8 ng� `� 3$ g o g� •4 8 `� m 8s8� n� &ns 'd i 9g � .> 9 Finn �z90 �a �K apt 22 s= 21 N2 2 aF 8N e a LVSTALLAWn MN6 AS m ® WALL HEADER 6063-17, ALLOY �>r (9 SLAT WRJ 0 6 —16 ALLOY " FFF ORw OR ONLY )tBBGYr�6W�A0£ONs MEA MAT Gomm OF o'pm SEE COMP,11VEN15 20, 21 A 22 OV SHEE T) ©L_EIAyD ® INTERIOR CENTERPIECE 606J-16 ALLOY ® CEILING READER ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-15 ALLOY 6063-16 ALLOY 6063-16 ALLOY ;'7QATG TUBES CENTERPIECE% Len ®_CORNER POST 6083-16;ACGOY�-� 6063-E15 ALLOY COMPONENT o 0 11 12 2' 3' MA%. 0.125' 0.12' 3' A• MAN. O.W OM' © I' 2� MAX. 0.0627 0.062• ALUMINUM ANGLES 6063-16 ALLOY OMPONENTS ® RAIN HOOD 6063-13 ALLOY 1�(1�1L61111/�8� = T ROMDA BUIMING CODE (H1911 & Non High Velocity NYMoene Zone) •., '�✓9'q� pENSF •'•.; = m]oo nlLm 9t TITAN R FOLDING IMPACT PROTECTIVE SYSTEM m •wYL. IL ECOIML:. i1Wi 1LSIIXJ 6 LMOIX[FAINO COYPI.YY sq�aa�umnn-]9n w..��w`-um.m�l>sY+r�u� u 000o"..em WR [A I / 14107E la FOIDMG SHUIIER TARP. fli PHY Ki. M W13 �lmo-elsam Aivywr.a� miles' 1.R • eL6 P ` 15-Oi OPA111Nn x, sa ] PP n yh. X �Y II.CII�/OE�PfFFP� AB PER M6 DEAR. yyC fl) MMMWS 1[1Y BE M ONE SLAT SOACED RN,21 AM1VR ea AVEBY to zvm r 1 .y_:.. TYPICAL A LTER AT ERFO AT D l AT WINDOW ELEVATION V (LARGE MISSILE IMPACT) VOW (2) µMVOVi WY BE M ONE smr SPACLB A WMLW oP 24' APMr, MIN 12' YM. iRolt Was � wr TOP & BOIIdG XrNUSrAoafs. C 01'rM Wr. ® SUT WINDOW DETA2 TY PIC lA SLAT WINDOW DETAILS W1 0i VIEWING WINDOW & /21' CLIPS (SMALL MISSILE IMPACT) TABLE 1: SOURCES FOR & sAMucB avlaxs sac IawAms n)taa � Imf�NCE roelf /szan¢ PIAnm IIGIIWAtlaY Jl f!%N' IN I�f.N gpyalP ngayn) Am Wat oWJ m/Yi O.aV m/h' 1fILLaE y�py y7gQn, ry ,aN aGID aAW a.l0a RJ. IIE)tyyy BIPQGIN R YEtp IaSLO WP�J. IJAW RLL W i1WRLL YNS ASTI M PIaO Aft 3W.00] I.LL dIS0.O PJ NOICI®NOPh QW ASIY 0359 IB fTaNAn 17 iI-AAn• won UFRY AS1Y me. 472 % el.! S m RAPE oI eNapa /514 DON C-1 M4 o-1 M snu, IO011ox Am DIM Iow T wo T MA4HEFINQ� M1Y 91W ramp smExcnl ulfa NfJ1m}PNO Isla m alm P.J. 6ea r t 1fINIL a1FR5 gEiyfE MEAlxfpp AaIY 038 ml RLL WBo PA TABLE 2: SOURCES FOR ¢aslm lcof m tW mlrx PAa'QRES sAMxw anof NllOI PAer /TOSIYI9 AN51 O srtatW cruwr NsIN Wm ou: m/m' mrsfE n¢B wm Oafe P... HAD. I NGN AT ilENML M A) TE1D ISIY orw 1s�MJ P.J. MOOM . WwUA /SLY o)W M.Uw Pal On,&D BreAac wln® izw ASIN Nza ae n-nM D � O,,,n,M w IMlIW1 W),MPON ASN osys ngyNaBiVlr LL va X? morIN01MP rum ARY pN10 "MM MUNG CODE (Mgh k Non High VNmcltY Ha wno R1QA v'°' nTAN II FOLDING IMPACT PROTECTIVE SMEN °W la co mInc. FQWNG �� CORP. at" NaNfQiNO COYPM'Y AQ PNYP wix. n3 p.aaam6n aPn 166MSW11 i$—G1Q .1M1 �.F1a1 Main mAMM W ©> of, OF, ED>Z),x 4 0 5 ® (2) USE (2) AT 30' O.C. UP FOR TO 99' PANS n 1 CS(2 1 t ONSNEEF FNP C9 O TYp. MILL DHEIGH O O © CK 1 r 7 + , G ORFOR s r 7 r % + CONCRETE CONCRETE BLO WOOD INSTALLATIONS. O O r O 9 + 10 9 + 0 + 1 IUIIuirFn WTn �7drKTIRM: -11TIN� 7If 4, NOTE; SEE SECTIONS I THRU 3 CH SHEET B. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A A 78 ON SHEET 7. SEE SECTIONS IW d 2W ON SHEET 10. SEE SECTIONS 4W, 4AW d 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, BW d 14W ON SHEET 12. -@orO W/ O.1E rP OR O USE (3) 6� AT 30' O.C. MR SPAN URGER T 99' UP TO 144' ♦ NOTES ON ® d LOCKING TUBES ® ATQ4 d®• 1. TWo (2) ® SHALL ALWAYS B USED AT PRODUCT'S YIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THRB (3) Q3) FOR RGER SPANS SPACED AT 30' O.C. AT MIDSPAH. COMPONENT S—D TO TAPPEDiENTRPMCES y YAY BE A O LOCATION R I SHALLSBEE 0 SHOWN ON TYP CN. INTERIOR AL 4 EELEYATIO 2. (2) LOCKING TUBES SHAD ALWAYS BE USED TOP d BOTTOM AT PRODUCTS CQITERPIECES A OR(OJ AT ALL INSTAl1ATKINS. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. T SEE UMHAPONS FOR ® ON SHEET 2 FLORIDA BUILDING CODE (M9H d Nan HI9N V m:D1e m1Em mc. TITAN II FOLDING IMPACT PROTECTIVE L ECO,.c. FOINNG SN M CORP. ]tN �� AA6 e6T P.VY F/G. M1 S1a13 INO 8 El51NELIEIM CWPINY W x+. VtN, omn rt v.ee HuM=e Zone) fl. 5-014 N ww 3 DOSRhw ImN STrTKIURU. WALL tsv (OFCMrTAE IRAD) tNDc ss xasW j /,o . a• ss sNs w/ RED' Lax: xtlD a/Ie• ALIRL I /1e• AwtA I 1 D Ie• o.a :.r• u.c7 I ar.+9 glywlp w/ A a,]0" LONG LOP SECMI 4eW' WIM. Olel•W.90• InP 2.ER. • IB' D.C. y// Y 1/{• r nr 9Mx% DD. um E]u• tE No 1 . �e'01°eY O �+.' lam eolrou 1 Fft1Ol ouo• O.D. MD uTxuTe wFATwN 1 Mo SFPro GUAIIm+ pNFFD COxtlw.tt VSS I . QI I/t r DlO I Vt r . I• lEx osu• te. 1 (M.7 mawem rA 90E IlYP.1 ``` LnYL. BI= vD]L lSC1➢Rm. (del 'i NlFf l T�Y/JLT6 3�I Qi1FilDt w/ I ]/V I s�Ms a 1 Or �q SIM1FT IIJI ®1 Q Mfll xUT Nrtl Fu6FbMx1R D Y D-0' f RCS ®1 & JqM. 1 wASHDI e oC. a la' O.0 Or $y ®t vPAwnox wru R"�e I or I A ' to aAss or ----- �¢1 �� ll• r{9 y �i ;I. w ss sILS. w/ I/Yr I• ION4 IMON WSHIXB n' DI roT.0 Ja• WALL FACE MOUNTING INSTALLATION Rl OaLLm ,m1T191U�AT SECTION 2 WALL FACE MOUNTING INSTALLATION A. SECTION 1 O AMOI@ A.dVO SrAGGERED—ANCHOR SPACING DETAIL0 6 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK 1+ S - N.Ta .... 7..1 NOTE FOR MMETNArM a SEU= Ao Co.. EDGE MSGNCE 1- MOUNONG SECTIONS rAH BE COMBINED (SEE SPECGICATIONS ON SHEET 13) W ANY WAY TO SUM ANY INSIALADON. T SEE UWATIONS FOR ® ON SHEEP 2 QWIF➢ 61A]( RmtO D I.. h— ] bl G.R. M INURED CUIU1flE FJEMO WN ARUC w 1101 (MLW.INE sw I DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION 3 MA%. AS.D. DESIGN PRL4URE RATING . 4650, -80.0 P6f ROMM BUMING CODE (Hlgh k Nan High Veb Tty Ham'cm Lane) onto T=()ote MAN 11 TOWING IMPACT PROTECTIVE SYSTEM onI'l ft. IL ECOI11m. FOLDING SHUM CORP. iIWI 1ESIIHD It OIe1N[VliNa caYPYlr w a>m.w.w e®n,n v�r ®Fa�i epeN.�I,�W�ID.-tsn Imo' xk16T� m'� rxn PUYp��-JpW�-0rtJlwtJ ew�.M6wYWsavan 15-0I4 tlIAMXOW ®�OOt0b9 IViww A .k. PE .iLDOY�1 De� NIe) 9K11 3 41] 1/tY x J/CMIIS TE; sCiM . 1/P J/f 1 6'x Bylg W/ d WA91EA O O.G 0.060" TH" m I MIN. SPIMTION FO rdLOCK oa RM1ER NOIISIxc IPN. YPNUnONcrGoCONLREIE DHM URE 6l %� MR HOOD (ON 13f111 d OR ONWi 1J)PG. (NON-SIRIOx sNEET 1]) 13) I erdT SS SN.S W/ 1/Yr Iyi6' ALVY. POP IMiS O B' aIl 05' �ATAT O.C. n3 NINON L W. ED 9_]/1B' F PCP RM1£IS10 O.G BOM DIES ;'N O ID' BOTH sm IEG 8 IN[!10 J/10aW99 O 1B'O.G xw. ]/V' PLYMIJc IOxD MLON IW W/Aalso• 1 Ni. 0.16.1 .O.W WM. PLYIRIm pp§§ 4 aNU@FD 1IW.O.D.�OO.NU'E EOHG TOP ffw' OJOD•1 N.ND Sox ui]RKAe uu R0F Va'r TmoNs /I/a• 5E1111Ep1Ix' RED NO ON �� 13)SOE er MICN nku WLY W/sELTW' Wha WRYO.xIS' 0.]3D' 0.0. AND (tYP.) ®{ LS Ile i3NDNN & ratio s o.G SN - IGIE�AIX uM�Io�BS B•PckJE ORCONCK I Or WALLONam 2W OR 2Wxt/B' PoUI00 LIX M OR S1hi/B WSl-i8 CP14 AWY. AVGIE CR FEM PIAIE mio,LaE J/lr' ALIN. } 606]-i6 COW. KW. W11WEIE BIDLK W. po I Os'= AT�. STANDARD COUNTER -TOP MOUNTING INSTALLATION ALTERNATE COUNTER -TOP MOUNTING SECTION -As INSTALLATION SECTION 6 IMAX. AS.D. DESIGN PFESSURE NNING- +66.0. -66.0 PSF MAY AS.D. OESICN PRESSURE FNTNG� t66.0. �6fi.0 PBF W iia I s I g� s I YIN. sFPMA1I0N_ W pp FOP RNE15 Oam'Aw 30 . -I 1IIIJY. h 1V O.GG BOiN smES Et aP umO)NNE OMIOW uL L (TEE 13) &:l Mu a II{Y x J/PS w/ 6roW �is'ABDw",iHm a r D.D. BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCATS : N.T.S. NTF GNAT N NF SECTIONS III ED. = EDGE 06TANCE I- MOUNnNG SEGNONS CAN BE COMBINED (SEE SPECIRCADONS ON SHEET 13) IN ANY WAY TO SUM AN)' INSTAUAIION. } SEE UMITATIONS FOR ®ON SHEEP Z >3 wlWWatuEa (BFE 91ELT ,$) g N E —i REOBIRp] WA ! B/B' FIbi O 6• QC. BUILD-OUT FACE MOUNTING INSTALLATION 4A (BOTTOM) ROWDA BUILDING CODE (Nigh & NOB RNh VO1.6ty HuMca. Zane) A� .••'•'•••. 9 ✓rib ®xms mrzm lNG TRAM 11 FOLDING IMPACT PROTECTIVE SYSTEM G C IMC. 1Lp FOU>ING SHUTTER CORP. mnBnB wrz nW1 ttSTNOA! ENDINEfRINO COMPANY y aA Ww. awls B ml. [qu.. ry�en-16n.Fmr @eAn-ISII mh 4lbe0etl.eem m-DDrens M VR A ALLW b. P.E {IAPIM th K M,BI ]61i IflSFiIi ME Wrs PA1tl Buo\ n sins 18WNBIYBI]I .ldRgxBB^Bm^ . P • •k G * •, a ,•//��.. i'i,•.'' , 15-014 DPA,IIIq b 41ER B OI I] g11111111111\1P YIN. PdIPID CaNCRE1E mRCC11ON O (SEE SHEET 13) OOW' iKKK S.S RQIE11 MWSIIp / RNN ��YpAy)R lfi c.nT LARK xw B15RML W� A Q15 I OPm., AWLaa,P 0. _ 6w113- L6 cbf LONO a, ]M' RR I MnI)M MvN-sn aREmLA1E !/t!• ATPWAR a s• q . FOYRk9 w 1!) TRAPPED MOUNTING INSTALLATION SECTION 7 ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. )I NOM MR COMBIµMU OF �Ee_^IXLSCOMBIMMU OF �E^_^ONR: * E.D.. EWE OISTPNCE 1- MOUNTING SECOONS CA11 BE OGIAONE) (SEE SPEan=ONS CN SHM 13) -\ IN AM' WAY TO SUIT' ANY WS(ALUTON. )) 1 SEE UMRAWp MR ® F SHEET 2 w F ♦BIE ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7B RORIDA BUILDING COOS (Wqh d5 Nan Myh Velceity Hunlictne 15 5 imimmai" �a/O rtx wn l wa vm Hama[ Z Ili .. : i . 1 •., ll:. V.'� mm10u EFVATMN WBE AT BOTTOM) v Z TYPICAL ELEVATL BE AT maimOHTI T SFE W1M110M P]R ®GN F1'Sf 3 TABLE I: MAX SPAN TUBE LENGTH SCHEDULE (RISE TOP OR BOTTOM) * TUBE SIZE MAAMUM PRODUCT SPAN ALLOWABLE USE SPAN REO'0 ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE —TOPOR BOTTOM TUBE TOP ORB M USE TOP OR BOTTOM TUBE 80' 108.0' 13 8 2"x4'x1/8' 96• 85.0" 17 10 14B 69.0" 13 B 80' 117.0' 17 10 2-x4"x1/4' 96' 110.0• 21 12 144• 91.0" 21 12 80' 109.0• 17 10 2'a5•.1/8- 96' f00.0" 21 12 144" 81.0. 17 10 a na.o' 21 12 2'x6'xl/8" 98' 114.0 21 12 144' 95.0" 21 12 vx D a NN ...1 ioec waixuninm —1 9R81Ef6 HE1CM MOVE k BELOW DOES NOT IXCE M 111E M. p UCT SPM Slim ON TAHIE 1. TABLE 2: MM. SPAN TUBE LENGTH SCHEDULE (TUBE AT MDIEIGHT) TUBE SIZE MN(IMUM PRODUCT ALLOWABLE WEE SPAN REO'0 ANGLE LENGTH EA ENO NUMBER OF ANCHORS PER END OF TUBE 60• 76.0' 10 12 2'x4'xl/8- 96' GOV 17 15 144• 48.0' 13 12 So. 87.0' 21 18 2-x4-xl/e 9B' 79.0' 21 18 1N' 55.0' 21 15 8o- 77.0' 1 17 1 15 2'x5'x1/8' 1 98' 70.0' 21 18 1tt' 57.0• 17 13 B0' 88.0' 21 to 2•x6'xl/8' 96- 81.0' 21 18 144• 66.0" 1 21 1 18 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE OR GROUTED CONCRETE 9LOCK WALL B M N.TS. tmc On anmaE YA1L 0.5.0. D@GN PRESSME MGNC FLORIDA BUILDING CODE (Nigh h Non Mph Veleaty HUrrh a Zane) m ml]ruaG we TITAN H FOLDING IMPACT PROTECTIVE SYSTEM �nn FOLDING SHLIMR CORP. 10/ Wi0^' IL ECOLIW-. �' , G Mn MKG W MGwEET01a Ww x+.ms..... 15—D14 Mx,w N1. r.N(mAa-,u, .- �M0ro1mm feel.a 7f ltlHaloC.mm� mama x. 19WM710 -af° WKTOi A .M. ROIUW IY.N N1.7E) Ima • re pn \\ / /le•19P b219 I ma a u• a.< \3 ' i BUILO—OUT END CONDITION or-At'Y"'V or EXTERIOR � HORIZONTAL SECTION 20 xmnama xenpx >Ic Mary Af UST SM AT iRMPFD IH6TNUTAM6 t EiE L(IPMld6 fUi ©ON 94LT 3 NOTE., ONE LOCKING TUBE PINT P SHMl BE INSo INTO THE TOP AND BOTTOM OF EACH E)(rERIOR OR INTERIOR CENTERPIECE(4 OR • INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. 0.357'x0.357' AND ET SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120' e.d. HOLLOW PIN• THE BOTTOM ,.100' OF THE RP SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL -TOWARD THE END AND A FLAT RP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE. 0.475'x0.475a0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG. A G.366k0.366't0.630' 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 0.168' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. STOLID 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) iR e.Ts°' Pm.7 or I t or 1�t .n 90.n a/,r Pm rtrns m IN n wm OR85 aow ap• pc ° I) U) eGrgg ° ap• pe a up.PWls•��� LH ro W' uw. a'mol m c 0oWY pasoa°r .eps B e bw' ro rN• soaN�nnne m ,w• vw smn wr ¢ AIID � Os,,nwy " 9¢ o-us" mBm°n m sx.wa0wnr°iwcM� g�ya IMFALM m MO°W 4 m SH04 pram a r/ea• B+asnxc saaciu¢ uuior�e� a ro� N9aE sm¢Nre � �� Gm,ea snaAnp< B� Y.p1t/e•mrt. Y6)-tt IllIX RML j�j a/re- wP wma T� END LOCK ANGLE e'a' ^< END Ya.6Wrt0. isa*V ' Y.p•. Ve•em+ro _, tarn. awxwuamr arve .� � ) fo• , ap•m �air.'w`®m p¢ �_.-mnGwMc ° a• of OR ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 1Q IP. TI(U. wamnu. gcnm • • TJ ''ice F omm BU4DING WOE (High a Nm Nigh Veleeily HuM a Zone) s 02.11p4 WAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 1L F. C O FM<. FOLDING MUM CORP. * - nun rzsnxP • wpruruma e°uPANr arm rasp rfrlrexr ^•'¢ am Pwr BrivL M aaBu 15-014 'A, A„i`,�\Aaa�� rt muomm.m. Ba-awnu BVme+.le..•sn BumB x. '11nr 1mtz.,Vlwarz RYim A Fyn Jr. P£ iNRm Ila. I N1B> z•. r. 1/r 1 aunnu awe mn>bor uocur Pw smmn ., sun e A A • PI e/le• Pm R.m r. µFn =Wr.z• uwe uc wr na ? _ ♦vr rlrou mortrta 1 9 Pw a e sm e PI l = rm xnw M ' 6x4 /dltL InNo eon+ sloes PLAN VIEW A -A EXTERIOR ELEVATION u+o sIu NfiFmE ItVL xpRr Ieq axE OF PkOWDi i ® ®� AN G LE m wDa PiI/o.a mwrs s_r e: ulom IoeeinKw m m vaL Pic�v ) .musv ' . sr 41aww a rxmc m aea 61 I/r ..1 xn' �� FMI RCRS WY eL MT NLlV16 O IY UG y' wom LFND 'xb• i%ir.e®•iu m 3 emnxc mnrnva 3 �n• w<' ap CORNER POST•• s oo.valx e ISOMETRIC .... (IM.Rml Na NRW =..94) oa verav wr rz nnr tJ .I AamLP9 L TRAPPED END CORNER POST CONDITION W/ FLAT END xmaza+ra ssmx 11V1V P RpWpA BIIM1OiNC CODE (Mgh h Nm Mgh Veioeity Nurticwe Zone) `` ktlt ,, '�' �ctNSF :. 0"191�°" TRpN II FOLDING IMPACT PROTECTIVE SYSTEM END INSTALLATION DETAILS INTO CONCRETE. '=—"�daxl` No.44ts7 _ IL ECOmne/I, FOLDING SHUTTER CORP. mrz CONCRETE BLOCK & WOOD (AS APPLICABLE) mea wm nwT rzmxc e: dclxmnxc corrun 11 �^� Ra^�15-014 IN m°u°'ed.vrl 1-2p� 1171.11.4LV =T vm I] RNGN YA OmDNLL RARI NaGG (xax-smucTuwU 'y ra.GeG' TMGK sz 11Gn' ss •Tj 1 Pglm XOIISND [LONG NH➢Y ' I AT PDYEF H /10 s T SS SYS N/ / IWRl! � . �.J D.1e (OMELTIOM Ci LON6 TOP 50:IION AGOG' G ' Q0. M'0 0.34" O.R3Y LOXO BOIPOY IL. �'0'� SELTG ANG 1 "W Id0. PYP.) SIM m } t k9 NW. POP D Ir me WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) e' LY.-a e lG.c WALL FACE MOUNTING INSTALLATION SECTION JW INSTALLATIONS DETAILS INTO WOOD ooLP1A A �TICL�"". FLORIOA BUILDING CODE (High d Non Hgh Veletlty Hurtieme Zone) f SFE MIUTATNINS me ON SHEET 2 P "�GENS 0A11°1C0 "` TRAM II FOIDING IMPACT PROTECTIVE SYSTEM NG NGIE MR DOMINATION OF SECTIONS: FOIDOiG SHUIIER CORP. m/IWle 1- FGR'IIDCD FRAME CoH151RUCTION: WOGO 4FMBFAS 70 ' - IL E C O IMC. GE HOVE A MIN. SPECIFlC OENST; OF 0.45 OR EQUAL 1- MOUNTING SECTIONS CAN BE CONBINm = = TIu1P TGmxo a [NOI RwG c0.YPANY xDIMIar IN ANY WAY TO SW ANY INSTALIATWN. a )g'•'((�� m u. er m Pam • M1 wlT 15-014 •O'•. W � r- ".—�-�m.P.l+elix �fRi..m � IKO-M.I-WN %o/f]•.�Fj R10P.�;:\��;c ®M�I�13J(aIG.@n �1' •ia.`IT'.@P'sYIiYS�ttlT Imi M2 WidIM�Ed Ya 1 NI. �. _ AG1f ID OP 13 \ � . ,; y! . � - � � )� ! /� »� ` �g§�| 500 )| 9 | § � | 2.Q \ r§. . � \ ƒ $ r _ /o , ;§§ §!; �} | G; § � j a FLOOR MOUNTING INSTALLATION SECTIOW 7AW (BOTTOM) un sEPAuna ro aAss � -yy- PM2 (HIM sT. xm-srflumw2)u y 73 F3,3 I 3 aTmxATE ]/,e' a e' D.G PoP D`1 EAR. AT IrtIR D ED• oD. a2m DDm 2NO. Nx. wKm �. DEM mom (ND rNst NAOMED) CNECMN fP t SEE LIMITATIONS PGR ® ON ENFET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 713W (BOTTOM) NOTE MR COMfl NATION OF SECTIONS I- MOUI NG SECRONS GN BE COMBINED IN ANY WAY TD SUIT ANY INSTALLATION. 3' Ham: PwE MOD. M I- TOR WDCD FRAME CONSTRUCTION: WORD MEMBERS ED BE HAVE A MIN. SPECIRC DENSITY OF 0.46 OR EQUAL 2- SEE SEC11ONS BW h 14W. FOR MAX. AS.D. DESIGN 8r PRESSURE RATING k SPANS ••• EDGE lR IPRiIaF) HIS MD SaeEw6 AT ManmR I 3 1/2' W. THItECED PDNR (2) t/.' Ytt RWODD IXmDb S9NT1 DDVY i1w, s sus W/ 1/3'A u/4• mxc IRP.). F xnDx almwas Rw Trp) FND P LCM AID . ]• ss s.us w/ I 7 ff4r D0 T04 ENc w AT le,LDR xarsec aa3] EDNGNADN INSTALLATIONS DETAILS mamc w/ A o.Iw• aR. O.D. TDP .2M. o.saD• 'D°1iars�� 10. D.D.mD a,,, AxD INTO WOOD 09] ub BORDM YOl S GARATIDN AA] 1111III smlxw Data• d. Alm To GLASS W]NTR 1 � ITN Dzxs' te. (SIE salnllE sTPPPM. EA or ®t y SCALE RW.) ax sN¢T Ii I 5DE DIP.) pV .•.• HEADER TO TRUSS MOUNTING INSTALLATION = a3 SECTION 8W(TOP) Dxe3, A . ]/4• Tlx xe eac, er FLORIOA BUILDING CODE (Mgh h Hon High Velocity Hurtioone Zone) 02D15mmom TITAN 11 FOLDBIG IMPACT PROTECTIVE SYSTEM Ny ME FOLDS SNUfTER CORP. C0mc;. Toe. o* nAra ea e acorn w,xa wuPAw m ]Y ri1 MtW bOdL M1 IDIN 1,GiT en 1 cent M1 1 I,e ,am-w-,]N 1'J-014 P In . h 411wsOetl.een. ...IdDPM.Mwmn aNe1Ma W m-0Oef1° N]!A A nWf .h. P.0 u {LOR16I IK I M163 11R[! 13 d 1] nw uaw alm>mIe a n!a 41PMF �"14 AT TY Y w9W Pstti ss L�/-) f®R�E f�6 MI wLV1.E g6YM M) 30 paf 14.0" IH' IBO Ib ft 35 psf 60.0' BO' 88 Ib R 100.0' 100' 146 Ib ft 144" 444' 210 Ib' ft 40 psl 60.0 60 100 lb/It 100.0' 100' 167 Ih ft 144 144'. 240 ID ft 46 psf 60.0 60.0• 115 Ib k 80.0' 80.0' 154 MIN! 97.0 97.0- 187 Ib k 115A 115.0' 2Ib R 144' 79 IL it 50 per fi0.0' 60.01 .O ' 125 Ib k 125 187 ID R 1GOV 100.0• . 208 lb ft 12o.0' 120.0 250 Ib k I"*1' 140• 300 Ib R 55 psf 60.0 60.0' 130 Ib k 81.0 81.0 187 Ib ft 100A 100.0' 229' Ib R 120.0' 120.W 275 Ib fl 137 134' 330 [MR 60 psf fi0H' GOV 150 Ib ft 80.0 8U.0' 200 lb ft 100.0- 100.0 250 lb tt 115.0 T15.o• 288 Ib R 131' 128' 59.0' 59.0' tIM Ib ft I 165, pP�l 9P.0' 100.0' 9Y.0' 100.0• - 271 Ib .ft 128 223' 360 Ib ft 70 Osf 60.0' 60.0' 175 Ib ft 100.0 104.0 292 Ib ft iv 1 B' 374 Ib R 75 of 59.0- 59.0' 187 Ib ft 100.0 100.0' 313 ItR 117 114' 3871b R 80 pef 113' III- 400 Ih ft 90 pat 107- 104- 424 Ib rt 100 psi 101 99- 447 lb R 110 psl 1 94' 90' 468 Ib ft 120 ps! 87 82 464 lb R 1J0 psf1 80 76" 483 Ib ft 140 PI 74' 70' 1184 Ib ft 15O Os1 69 66 483 Ib R 160 pst 85' 62• 4&T Ib ft eB0E5 w: W WM NJ.(M'IHE PPOOUCT SPIN MR A L. ALLOM PRm000Cf SPFdP 1M0. 0 NE RE AS.O OE m PRESSURE HAMM DWL NAXI4UN A11C4 MOM VAN M MM M WE NIOJN]Pd OEDERANED PROV= 9AN BIDWD21 Lt' INO CONNECTION CAPACITY SCHEDULE (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 STEEL ANCHOR WOOD ANCHOR TYPE A B C A I C L.'.E" 7 A C F II CI ''>r F' f- 9.y 425 LB/FT 473 LB/FT - 388 LB FT 410 LB/FT 157 LB/FT 236 E /FT 134 LB/FT 202 LB/FT 256 /FT 383 IB/FT 397 La 432 LB/Ff 12 387 FT' - 6 L 142 LB FT 271 FT 347 LB FT C2 9 456 LB fT - 362 LB 250 LB 190 LB/FT 318 LB FT 380 lB FI .6 525 IB 419 LB FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB/FT 9 390 LB/FT 309 LB/FT 157 LB/FT 134 LB(FT 257 l8/FT 329 U3/FT C3 6 1496 LB/FT 375 U3 236 LB/FT 202 LB/FT -SO4 296 LB/FT 405 LB/FT 3 .813 LB FT 572 LB FT 326 LB/FT LB/FT 418 I3 Frj 631 LB/FT 9 468 LB/FT 370 LB/FT 157 LB/Fr 134 LB/FT 256 LB/FT 393 LB/FT C4 6 59T 448 LB FT 357 LB/FT 483 US/ FT 3 972 LB FT 602 LB/FT 389 LB/FT 3 500 LB FT 753 LB/FT 9 281 LB/FT 224 lH/FT 81 LB/FT 83 LB/FT 147 LB/FT 103 IB/FT CS 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 3 843 LB FT 670 IB/FT 1 243 LB FT 250 LB/Ff 432 LB/ Ff 311 U3 FI 9 273 LB/FT 325 LB FT 215 LB/FT I - - 138 lB/FT 102 LB/FT C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/Fr 153 LS/FT 3 822 LB FT 975 LB/FT 848 LB/FT - 414 LB/FT 307 LB FT 4 289 lB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 3 LB C7 3 358 IA( 402 LB/FT 244 LB/FT - - 152 LB/FT 2 _ 12 491 LB/FT 596 LB FT 409 IB/FT - - 265 lB/FFCB U 8 736 LB/FT 804 LB/FT 614 LB/FT - - 397 LB/Ff1194 LB/FT 819 LB/FT - 530•LB SLAT HIGH VELOCITY NON HIGH VELOCITY ZONE A SPAN HURRICANE ZONEHURRICANE ZONE 1,2,3 1 ZONE 4 5'-10' 2 1/2- 1' 2 5/8- AS LESS >5'-10' 2 5/8" 'T' 1' 2 3/4' } TO 8'-3" >8 3 1/2" 1" 3 5/8' 2'-0' TO 112.- A AS DEFINED BY ASIM E-1996 STANDARD. } EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4,4A&7A (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FF) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2- FOR A. 2 1/2- FOR B & 2 1/4- FOR C ANCHORS) m rn Qwn" nN ANCHOR SCHFOULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A C 9 417 LB FT - 388LB/Fr - 134 IB FT C1 6 461 LB/FT 418 LB FT - 202 U3 FT 12 375 LB/FT 334 LB/FT - 142 I.B/FT C2 9 417 LB/FT 362 LB/FT - 190 LB/FT 6 502 LB FT 419 LB/FT - 285 LB/FT 9 372 LB/FT 309 LB/FT - 134 LB FF C3 6 469 LB/FT 375 LB/FT - 202 LB/FT 3 760 LB/FT 572 LB/FT - 304 LB FT 9 445 LB/FT 370 LB/FT - 134 LB/FT C4 6 561 LB/F'T 448 LB/FT - 202 LB/FT 3 912 LB/Ff fi82 LB/FT - 364 LB/FT 9 226'LB/FT 224 LB/FT - 83 LB FT 05 6 339 LB/FT 334 LB/FT - 125 LB/FT 3 1 681 LB FT 670 LB/FT 250 LB/FT 9 1 221 LB/FT 251 LB/FT 215 LB/FT - CG 6 1 332 LB/FT 378 LB/FT 323 LB/FT - - 3 663 LB FT 756 LB/PT 646 LB/FT 4 232 LB/FT 236 LB/FT 183 LB/FT - - C7 3 310 LB FT 3ISlB/Ff 244 LB/FT 12 38B LB/F( 460 LB/FT 409 lB/Ff - - C8 8 1582 IB/FT' 691 LB/FT 614 LB/FT - - 6 777 LB/FT 1 921 LB/FT 819 LB FT I- - ANCHORB SCHEDULE RSEE GENERAL NOTE C.2'ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC. C.BLON WORD STEEL CONC. C.BLOCK WOOD STEEL 1/4'0 TAPCON W/ ADVANCED 3.50" 2.50' R N/A 4.00- 4.00' N/A N/A A THREADFORM TECHNOLOGY B 1/4" 0 x 3/4' SOLID SET 3.50' 3.50' N/A 3.00' 3.00' N/A N/A' C 1/4' 0 CRETE-FLEX 3.00' 3.00'N/A LNIA 3.00- 3.00- N/A N/A 1/4- 0 TTW-BUILDEX N/A N/A 1.00' N/A N/A N/A 2.00' TEK SCREWS FQ14 NOS WOOD SCREWS OR N/AN/AN/A N/A N/A 2.00' N/A 1 4' NDS LAG SCREWS FLORIDA BUILDING MOE (High & Non High Velaclty Hunicane