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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Onlin Pagel of 2 � IIE e f/ • . a �. o : o t <. ` BCIS Home I Ingln I User Regis tion I Hoc Topica I Submit SorNarpe I Stab&Facts I Publications I FBC Rnfl I BCIS Site Map I Unl I Searth dbhr ` `+1 ProdutADProvai I a USER: Public User ProtluR Aooroval Menu > ProEUR Or AvoPra[on SeareM1 > gepOcatlon ❑rt> Appliratlon Decali v07 '- '- �.. •-, ,..�: d�a FL # FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshuttem.com Authorized Signature Ed Heritage edh@foldingshuttem.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 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 PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING - IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17- 0725.0 O.PDF Referenced Standard and Year (of Standard) Standard Year TAS 201; 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQp13pQQ... 1 /22/2018 Florida Building Code Onlh 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 08/18/2017 08/23/2017 10/10/2017 FL V Model, 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 #17-082) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL17080 R2 II FOLDING SHUTTER CORD DRWG 17- 082.PDF Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: +160/-160 Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design load and S-2" for +160, -I60 p.S.f. A.S.D. design Ioad.See sheet 13 for additional spans and loads. Created by Independent Third Party: Yes Evaluation Reports FL17080 R2 AE FOLDING SHUTTER CORP TITAN 11 FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party: Yes 6a[k Neat rartactU :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850A87-1824 The State of Florida is an AuVEEC) employer. Cooynaht 20D7-2013 State of Fladda :: Imucy Statement :: Attess'bllity StaMment :: Refuntl Statement Under Fbrida 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 mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Submes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for offclal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please phsAde the Department with an email address which an be made available to the public. To deti m ine it you are a licensee under Chapter 455, F.S., please click hg . product Approval Accepts: M W] ® Wls. a i Credit -Card Safe- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 1 /22/2018 I. TRAN 6 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR MWUANCE N ACCORDANCE MIN THE 2017 (60, MOON) OF WE FLORIDA BUILDIRG CODE THIS FOUND WPAR PROTECTIVE SYSTEM WY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (WIL) AND OUT OF THEM (NHVHZ). DESIGN WIND LONGS SHAD. BE DETERMINED AS PER SECTORS 1620 (HVH2) & 1609 (NINHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WINO SPEED AS REQUIRED BY THE JURSDICTION WHERE THIS PRODUCT TO RE INSTALLED FOR A DIRECTONAUTY FACTOR K0-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAIMUM &S.D. DESIGN PRESSURE WING INDICATED ON SHEET 13. IN ORDER TO VERIFY WE ABOVE CONGRON, ULTIMATE DEMNG WHO LOADS DOERMNED PER ASCE 7-10 SHALL RE FIRST REDUCED TO AS.O. DESIGN WINO LOADS BY MULTM.YNG THEM BY 0.6 N ORDER TO COMPARE THESE. W/ MALL (AED.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. IN ORDER TO VER6y THAT COMPONENTS & ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVERSTRESSED. A 33 S INCREASE IN ALDWABLE STRESS FOR WIND LOAN WAS HE USED W THEIR M YSUL A DURATION FACTOR CD - 1.60 WAS USED FOR. VERIFICATION OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED W ACCORDANCE WITH SECTIONS 1626 & 1609.12 OF THE ABOVE MENTIONED CORE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TERHRG. INC (HLT.L), HURRICANE TESTING LABORATORY (H.T.L) & AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TM-201. TAS-202 AND TAS-203, AND AS PER SUBMMED STRUCTURAL CNLCUTATNNS. PERFORMED AS PER SECTION 1616 & 1604 OF THE FLORIDA BUILDING COOL 2. STNNIESS STEEL SHEEF META SCREWS USED AT SUM C)& ® SHIM, BE 1 ILA 0 3', 410-M MINIMUM SERIES W/ 173.6 Efii YIELD STRENGTH & 187.4 Mai TENSILE STRENGTH.. SCREWS SHALL RE CMTED WITH MVIAN SOW SERIFS FLUOROP0.YMER. COATNGL AS MANUFACTURED W W,,Mn Co, BOX 507. WEST CHESIER PA 19381. 3. ALL ALUMINUM EXTRUSNNS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM TOLD STRENGTH FOR W63-76 ALLOY AT SLATS SHALL BE F,-25.9 loci. 4. ALL SCREWS TO BE STAINLESS STEEL U4 OR 316 SERITS W/ 50 LPI WEUT STRENGTH AND 90 "1 TENSILE STRENGTH W CORROSION RESISTANT COATED GROW STEEL TIW/BUILOEX TEN SCREWS AND SHALL COMPLY W/ FLORIDA BNLDWG CODE SECTION 2411.3.3A. ALL ALUYNUY POP RABID TO BE 5052 ALUMINUM ALLOY WITH ALUMNW MWOREL.. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR. ASI 304 OR 316 SERIES STANLESS STEEL WITH 35 W MINIMUM WELO STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHETTWISE NOTED) (A) TO EXISTING POURED CONCRETE: 1/4' 0 ET TAPCON W/ ADVANCED TFIRFADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. WILDER. NC. TO MIN. U'c-3192 psi. T/4' 0 v 3/4 SCUD S. AS DISTRIBUTES BY ALL POINT SOLID SET ANCHORS TO MIN, FC=3W0 WI 1/4' 0 CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Fc=3350 0sL NHS: A1) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. MINIMUM EDGE DISTANCE (M) SHALL BE AS PER SHEET 13. A2) 3/4' SOUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED h/8-) INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 P-20 S.S SCREWS USED SHALL. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALE FLOOR. ANCHORS SHAM RE LONG ENOUGH TO RFALH THE MAN STRUCTURE BEHIND SUCH PMBS. AN CHOPAGE SHALL BE AS INDICATED ON NOTES M &.A2 ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: ASTM C-90. - 1/4' 0 TAPCON W/ ADVANCED THRFADFORM TECKNOLOGYN AS MANUFACTURED BY I.T.W. BUIWEX INC. - 1/4' 0 e 3/4' DOUD SET. AS DISTRIBUTED BY ALL POINT SOLID SET ACHORS. - 1/4' 0 CRETE-FLEX AS MANUFACTURED BY EUM CONSTHUMON PRODUCTS. NOTES: 0.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT 0 1 1/4'. 1 MINIMUM EWE DISTANCE (E.D.) SNYL BE AS PER SHEET 13. ALAI B.2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE CONCRETE BLOCK UNT. ND AAL EMBEDMENT INTO =NO SHALL BE PERMITTED. 1/4' 1-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EAST AND 1' MINIMUM MR WALLS WIN NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL .p ANCHORS SHALL BE LONG ENOUGH TB REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES R1 & 8.2 ABODE C (C) TO COSTING WOOD FRAME BUILDING: G=0.46 MIN - 1/4' F TAMON W/ ADVANCED THREADFORM TECHNCIDGY. OR 1/4' 0 CRETE-HEX AS MANUFACTURED BY TIYI/BNUEX, INC & ELCO CONSTRUCTOR PRODUCTS, RESPECTIVELY, OR 14 NOS WOOD SCREWS OR 1/4' 0 NO IAC SCREWS. NOTES, C.1) WNMUM THREADED PENETRATION OF 1/4' 0 TAPCON OR 1/4' 0 CIR1E-FIFX OR #14 NOS WOO SCREWS OR 1/4' 0 NOS TAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Ci TINU G AND C6 THRU CB CONNECTION TYPE, AND 2' FOR OR, OR AS INDICATED ON WOOD SECTIONS ON. SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH S1 BE CONSIDERED AS PART OF THE REQUIRED 1HROWM PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON. OR 1/4' 0 CRflE-FLEX OR 414 NDS WOOD SCREWS. OR 1/4'0 NOS IM SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. C3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EMSTNB WALL, ARCHORS SHALL BE LONG ENOUGH TO PEkCH THE MAN SUBSTRATE BEHIND SUCH PANELS MINIMUM THREADED PENETRATION SHALL BE AS UNMATED ON NOTE C.1 ABOVE (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE. FY-33 K51 (MIN.) MATERIAL -1/4' 0 TIN BUIWE( M SCREWS, W/ DILL THREAD PENETRATION. NOTES, D.1) MINIMUM EDGE DISTANCE OF RN BUADDX TEK SCREW 1. ). ANCHORS SHALL BE NSDILED FOLLYMNC ALL OF THE REWNYENDATIBNS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER R IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERSy THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A MIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER„TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK AL LOCKS 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED) ON ARFMILY VSI6LE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTOR 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LIBEL SW]L BE PIACM FOR EMERY OPENING. LASEUNG. TO COMPLY WITH SECTION I7p9.92 OF THE FUNSDA BUILONC ONE, I It. FOLDING IMPACT PROTECTIVE S'SIEM'S TNSTALIAMN SHALL COMPLY MH SPECS INDICATED IN THIS DRAWING PLUS ANY BULLDIST AND ZONING. REGULATORS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (A) THIS PRODUCT EVALUATCH DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS ROMERO AND DUES NOT PRDVIDE INFORMATION FOR A 611E SPECIFIC PROTECT; L0. WHERE THE SHE CONWIONS DEVMIE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTOLATNN INCWDINO UE SAFETY OF THIS PRODUCT EASED ON THIS PRODUCT EVACUATION DOCUMENT PROWOED HE/SHE WES NOT DEWTE FROM THE WNDRONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE G THE CONFPALTOWS RESPBNSIILHIY. (C) THIS PRODUCT EVALUATOR DOCUMENT W BE CONSIDERED WVAHD IF MODIFIED. (D) SITE SPECIFIC PROJECTS SHALL RE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHRECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R), MR THE PROJECT ARID WHD WILL BE RESPONSIBLE MR THE PROPER USE OF THE P.ED. ENGNUR Of RECORD, ACTING AS DELOAM) ENGINEER TO THE P.EO... ENGINEER. SNARL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINGS FOR RENEW. (E) THIS P.E.D. SHALL BEAR THE DAIS AND ORGNAL SEAL AND SIGNATURE OF THE PROF ONAL ENGINEER THAT PREPARED R. TAAAAA,," THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLOR)DA FLORIDA BUILDING ODE (High & Nan High Velocity Numiccne Zone) IT= Nc TITAN II TOWING IMPACT PROTECTIVE SYSTEM -Rana, m C O FOLDING SHUTTER CORP. tt" TAG. TEMP IN6WLET M''CE I A°W[IMX° c°IP.WT 'uOM W i n v,m i'.-XmImA-,mA Y6T PIlY BDDL R ]MI] I7-082 LFIIG.�vn � IM°-PN}6T1 JLLLNNmlv�ave pYpF°KA n MILQ 1 aeL SUT c 1 Anln ..mn• FD ® wtLU HEWER 6063-n ALLOY A.. ® m mow 606J-T6 ALLOY (TO BE OSEO ONLY FOR w GRADE JO FEET OR 130774 ABOVE 6740E SE 00"P hI BOTTOM OF OP£NMO 5££ TJ.) EN16 20, 1c d 22 ON 6N££T J.J © 2" MAX. B.O. CC ILL SILL/HEAD MAICK 6o -75 AiloY 606J-r6 ALLOY ©I ALT. BOTTOM MAI K ADAPTER 6o6J-rb A or 606J-T6 YIN. 2B IY P.)b" EXTERIOR CENTERPIECE 6063-76 ALLOY COMPONENT 0 0 t1 12 2• 5• N 0,125• 0.125- 1� 2• 4' NRII. 0.25' 0.25• © i• 2• NA%. 0.062' 0.062• s r NUM'AWrLE cow-T6 ALLOY' DUNEN rs 02017 N we. , ,ue• ® RAW HOOD 5063—T5 ALLOY I FLORIDA BUILDING CODE (Ifigh h Non, NigM1 Velocity Nunic°na 2°na) TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM o7,Yi be FOLDING SHUTTER CORP. ntc ANY T09 NF16lfIQT'M"< vm awl orlw..rt aslu 17-082. nuwaa w aim 2 m u IWw - TO Ysm AS AN OP Fcw uc I16DUA M & SLAT WINDOW ELEVATlON W&OR LWL£ YISSRE wY Yri(W£ PFRFOR TmVT AS PER nb$ OE)ac - WX 0) WXM*S ANY BE IN ONE SU) SPACED TYPICA MIN, 24-A^54RT (Y .. EYFRY 10 SIAU). W O VI TYPICAL ALTERNATE PERFORATED (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) 1) S/ 'N £NO V OF W )0.° ]IOY (SE£ G9f£ 2) WIWOW (BI DD ES - MWINDOWS MAY BE IN WE £PACED MI a asW IM OF 24' W)IN 12'Yn W. FF(MI ENDS OF AAT !OP & w BOROY. SU) MUST x E WlAilEo AONCFNF !O oFdi . NOF AT C0.PNL45 OF PFO .. ® SLAT D7NDOW DETAIL (EtEvanwr) Pw; mw 21 Z—CLIP ©2 SNALp TABLE 1: SOURCES FOR & 1 R%LL PFMWRp' I J.LVw'° X42 WMYA)hE ROlR(NCE RALL./9JfM'E Ra9K LL[YAfR$py „p ,IXAy ,Ol RID.V SPCf]M LPINIY AT)Y OM: P.OU bM O.wJ 0'% FIT= I' 1E1191E YIM AT AM Oe]9 pAm PaJ. 9.m0 pxt Fl NM Jmuws AL 11Etp AM wp0. IR.am P.v.l. 13.100 Pxi. um RF%ORA YmYWa MPA A5)Y 0790 NO.Om p.LL N3,000 p.vl W,D MD1HO UR AMOR55 19 R-ID/n 1] FT-m! 0p51)Y AM Om .72 s i IWI RVE of 9YWuvG ATIY C-1 e-1 e1/4 C-1 c-1 DASS SUB SUB AM O1vRv D192 IwO •f vm •r m'M rTosaz : Am clss N ARE: 1VWNpinc ASIN 0sM p]Oz aaTO pxt. T..LE M13s ifN9LE SfgEES BEiCgE WEgMFPy1C ASry Om9 .., e161 p.41. B9e0 pxi. TABLE 2: SOURCES FOR SW®l0] M`NEB TOOL O MW RP.PX iAOiF/(Nf] RaiFRINCE BIACY MW AM IT 205f8 PN SG - SPECRIC OMNIY Am 0]a2 B042 IUf ' TWOS T RNm£ nm 5)R 'SIN p�1 AT REIIPK s]Rw61N AT YIpO 'SINDT.. mp0 I.AGO RPY,INML uawurs vc.rt. Asnl Dna ImamMODO O OTIMMFF 0.5iu ova COIIFROEM OF INENNPL DRANW. AM Oats a.S A fo M&-'F rLAuualurr 1 YFLTNO IFNP@AiVpC ASIY 0.%19 m]�T iENjF iT�Q = FLORIDA BUILDING CODE (High h Non W11 V11.6t, Wri.O. Z.w) 44TO/ '. 1111 OROOR OMC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM , 1C�yF i� FOLDING SHUTTER CORP. 0)/RO/V pTr l4 TO... a ...T WNO 00Yv1M. )O6v N6161RE£T RILE �1 \� W �YN A la xn wwy n alr Dmm�-.+n..4 e''`uman-roe 4FST P.VY BE1p,R ]]Ila rw leoo-elrenl 17-0N2 �1 CIO Al 4" F8-DA6)11 m.IYY'NNul�r<m pWKVO N. ..' P A.e/61L1?NPE/Mle tlRORIw IlaLLt� 1. SM[II J Of 1] , ID, O, 0+ 1V/ 13 .16 , 17 OR 10 USE (3) AT 30- O.C. FOR SPAN LARGER THAN 99' UP TO 144' iON OETNLS I ELBLOM HT. RFOR �� O 0+ 13 . v+ 16 ,O+ 13 , S. @+10,Q9+10+13, 90+ 11 TYPICAL ELEVATION • N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W,.4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. • NOTES ON @ & LOCKING TUBES gI ATQ& BQ. 1. TWO (2) QB SHALL ALWAYS BE USED AT PRODUCT'S MIOSPAN'SPACED AT 30' O.C. FOR SPANS UP TO 99-. USE THREE (3) FOR LARGER SPANS SPACED AT 30' D.C. AT MIDSPPN. COMPONENT MAY BE INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPP[0 ❑❑❑❑❑ENTERPIECES (DOR 9Q. LOCATION OF 0 SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES �S SHALJ. ALWAYS BE USED TOP & BOTTOM AT PRODUCTS CENTERpIFCES(/44 OR (5 AT ALL INSTALLATIONS. LOCKING TUBES Q§�SMALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. I T SEE LIMRATONS FOR ®ON SHEET 2 1 I I I i vluiu�i A. I �'QT, IFNS'•. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane. Zone) '416.7 ? 02017 PUEco Mo. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM IL ECO Ere. FOLDING SHUTTER CORP, p1 car Fj,� XpI51plII 7 7-082 (( ` ]IWi CCeI1Ne t fiaW�C RING a9NPAHY ]w` u. w. wmne. n one ge, p.1ef wm PAU Bech n 3v13 ,p , •ALEN6 , IPW+a neon'[ r.. WP,r-rv, J: IJY aOaol.cun Pok laaa eo S-U)1 w.ldNnewM.nmm OMRUIe Xs , f/AYYMIIXf/WIE BH-W06]IB W/L1FP A iWli . Pi. PLCRiw uc. / u1eT ^^ .1. l or I] mm�, PaRD) CONCRETE OR CONGNuE BLOCK tlN1 REoVIRm. caxlclTox c (SEE EWER 13) W • s�� (pIXIEpEN QBSS'e 1 /1p K l' S5 EYS. GA NOV v/ A OX xonO mi 1 BUE NNE TW SECIgN 0. O-0 AND Eaas• u. 1 E331• LC)NG DOM 1 sFcmN OmV D.D. oau•E. I �) min 1 I MN. SEPARATION OPTION& RYN HOOD THICK E.S. XOOANC (NON-SIRUCNR.LL) POP RIYIE. a O IV O.C. EPNONu ANN KCUD (NON-EIPUCR.) ]/ln• ALNl POP RVUS. 1 13-1 o 10' O.C. 1 (x•.i 1 IW SGUCS N T viEm 1 ' ( CI e. 1'TIX ro MAs wR 1/a- • Eun GE s� U 1 or £ � cul, // SCION im oR 1/aP-3n1• T v44„" u0t'FMOEOMFfnP O D• o.0 'SS ER WIIH NUT H On J• I vAsxw D i E.a 1 7 or j ,ON SXER IS) t W T '� V • �+ uw. sFPNNnOY OR CONCRETE OLCCK� 1 1�(SEE TO cuss ECHE9U1£.- WNL M... Him— I i ON SHEET IS) W ,/d✓ uein l� (s¢ m rat ? Ile e.Yra yJ 6 1 S. OR 1/41301.1_ - f✓, 'S' 8 � S.S. MS M11N NUT k wASXER m i O.c 1 8 ml / e „ YA t NXC lorLD RAIpNEE Lo y 42= ON On s, EI u) (r DOTTo1). 3/P =ONcuY TM). EiCfP= AT N N M WA LL FACE MOUNTING INSTALLATION ONI/i a EICO cammO >Rcouas ;N RMUON xcuANE pm.) SECTION 2 ofTE-nxx .y 1 Ji.. uM EueDaort o e• ae WALL FACE MOUNTING INSTALLATION Yµ;� SECTION 1IM CROONED MOCK REONRm (NW. 1', 3 LN OnOU oR o Kum CONICAENE 6 wam YAOXo ST GGE E C OR S C G DECOR DETAIL FOR 6 Mi INSTALLATIONS DETAILS INTO CONCRETE p,=......... A.•T�<</T`- NE Non SRIICT,u WN %ECOMTME HW) O m CC. I HI IL Tr MOW. HON EINUCNRAE N&L TRIM (DECORMNE SILL) ppI V :'\C ENS• ✓ -- AS.D. DESIGN PRESSURE RATING - +65.0, -90.0 PSFI & CONCRETE BLOCK d AT '•.9 R.ORIOA BUILDWG CODE (High Y Nan High VRIocRy „uNdCone Zone). SCALE: N.T.S. O. 4167 ®301T TRE[m WO TITAN D FOLDING IMPACT PROTECTIVE SYSTEM ERApi 6n NOTF fOR COMBINATION OF 5 CPON9: t E.O. =EDGE DISTANCE mp0/1 9 • Lr g !FOLDING SHUiTDl CORP. w E IN MOUNTING 6ECDONN CAN Be COMBINED (SEE SPECIFICATIONS ON�.E-:I�]) = IN ANY WAY TO SUIT ANY INSTALIATION. }�rpr( `- •IpT TULI 1ESTINO� [NOW[FNInO CONPANy 3W= NdSfNII %AL= : sp'•••••�,.K ,••C �VI W G \n In. YET PAW )CO,. S ONALn.Iu l Y., K Ie Odle-N>p 17-082 Inw"',.um mlekinpNULL.nmo pMMIM Ne T SEE EIMHATIONS FOR ® ON SHEET 2 " rµTEv w`nur i.. P.E.. RE.pELLiIf.W.Tllnx/MR RfAIOA Lic / MIV WER ! M U 1/4'9 Y J/A" TOKS SCREW OR 1/4- . ]/a' e0LT3 W/ NIRS Y `NKW DR O e• O.C. rr O.D6D- THICK Ss. POUND CONCRETE OR �ROLLEP HOUSING CONCRETE BLOCK ✓/h WWI SDR yTIOW 1 ro .MSS 1 YIN. SEPNNn W Cums msA, KED a ,may f'" IXYPECIOM Ea rQ� oPnOW1 RAIN xODp 1�(ON ScHHc:T as s (On �] u / - MaV-SiP (SEC $XF£T t]) ON zxEEr IS 3) Of I ) STREET I I pr '#a ' S S. �01I' Z S.N S W/ I/YP X]/.• LONG N1LON B1NG {'I� NTERM E 3/1G NUM V T E WE J/I6' GWM N POP PNEI] D ]• O.C. ,(� 3 T' N (TTP. TOP) MIO I• LONG RYP. %P BOiIOY), E%CEPT AT ROLLER PoP PA'ET6 O ]- O.C. AT pFM. I AT Aw. 1 XWSINO (TIP.) W (xgMN]mON I I ns Fs 3 aSSSP (aP.) 1 �N i ^� EG CO 9 • /� 1 S µCM O/IV D.C. PoP "a 1 10- O.G BOTI Sry6 n3 J/16 4Lul POP RrvflS O IV O.C. BOIN 9[6 If61FY ]/16'.LLLA WCP CRAWVGWW B RINGS O IB• 0.0 EG' 0' /lo i 3• s.YLO O3n• wNc U T GU91Wc w/ A.0.1O.15Y 1 . O.la]•. / LO.VB RN SECMX °.SW' NW. SFPNUMM 0.xID1GA5O aD AND O.NS' IA. AND i0 MA / `Ipn ]I]• PLY p $ IEUViPID / AX J/.• RYNOOO I REs"I'm x WIN. WNTRIF am. TANG BOIIOY �ISFE sME°UIF SIRIPPwc EA. f Or rJ °W SNFET 1J) 1/.- E iP➢WIT ORS a SECTION GJEP Od .WD ypE (TP.) T 0Y.9• L6. .MNaflS 6. OG I aQ " / wA511pi U �TO 10. M1P) x O.C. DOLT W/ EACH $TOE. / I W . [0 POUflCONCRETE OR WAS1012 NM Y ]• 01a � CNICP£IE BLOCKWNL i �2"M• l/Y P TA^CONS OR CRETE-FLEX ANCXORS 6. O.C. KTERIME ]/I {I]Of POP WVflS O T OR R'a5•al/B• REOVIRFL" 606}TR COM. NUM. POURED CONCRETE OR— CONPREIE. BLOCK WN1 SSYaI/0. 6003-M COM. ILVY. INCITE OR BEM MlE S. S• O.C. V' AT R6'R' STANDARD � AV41E COUNTER —TOP MOUNTING INSTALLATION REOIML9 I ALTERNATE COUNTER —TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 u NAIL AS.O. DESIGN PRESSURE RANICe i66.0, -66.0 PSF a — AS . DESIGN PRESSURE RATING- +66.0. -66.0 PST J6AYW - ;is Dn6• ulm. PM anETs e • s m• O.C. eo N $IDES I NW. sEPuunon To GIAS] ONNSSS RTWIIJ .g ) n i ALIFANATE LEC 6 ANCHOR raRmT x a 111""" umuun: LED (SE S'E (SEE SNEEF 13). ENrm �/ .... �• � ORIEMATON iEKS SCREW W/ • W CPVCPEIE BLOKOWAm BOLTS W/ NVIS 6 3/B" WISXDV O ONCRPONCMOCK E OR 5/B' WASNSR OP 1/<• i AI I , i W Y BUILD —OUT FACE MOUNTING INSTALLATION Y e SECTION 4 o /TE'XLm_ s/{W/ POLING)ORi/v. I.VI$ CON'NETE OR INSTALLATIONS DETAILS INTO CONCRETE Po"`REQUIRED h J/B" WA41ER O 6 O.C. & CONCRETE BLOCK UI D ii OU NGINSTALLATION SCALE : N.T.S. ,l _ `]L F y. RORIDA BUIILING CODE (Hi,N h Non HgM1 V.ICCty Humimne Zone) NDTE FOR roue NAT ON DF sFCTID * S Q 4q'G] i f mxpn RTECO Ixc TITAN IIFOLDING IMPACT PROTECTIVE SYSTEM °Pr"° X.L E.D. - EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUN ANY INSTALLATION. i jL� I m/xp/p FOLDING SHUTTER CORP.- mTL } SEE LIMITATIONS FOR ON SHEEF 2 ® D /i•••iF I`~•TVQ� _.BLS• "••..... ..••'• � • TILLI WsTIIIO Y EP.Cs�.W. COWANY Ny n�Y. •y VHpLrt ]NOE R..iX.°"--�Iio. rm,pvaNn"w� WqT PAW PLACC Pxi Ie00-BL1-Pm 1]-OB2. ONQI EN EB-Wp611R PG-SEAL'J' 6UNR[/M@ WKIEN A nWi Jf. RE TtOI11pA � / M16) SXLLI B OF 1] RR. POYREO 0NCRETE I COHOCMfI q REOWRED (SFE $XFET 1J) O,Om' _R S.i ROLLED H0YSW0 j/ OppONK WJN N000 W mON B1OA• S.S. S.V.S. W/ 1/2•e ROLtfflJ U.a551 (m) d/r LONG NttIXI eUSHINLS (fA- Top) .0 r LONG (I'll g ,.), Ai ROVER N90 MEPT 3/15 eusHlxc V/ n poi LGxo. TaP SEGnan 0 a 19. O.C.oe 0.0. MIO O.z+s La. nvo . D a.1 tmc ROIIau COW. o.f0.11Oa)O10aM• SECTION O.5t0' 0.0. nNa YLTRPPIN R . SOZ $1RIPPIxa G. SOE (ttPJ 0 o. or yt' Q� T 'ell O �wnroEP Ism mxmuU.LE' MN, 5 N Txnl O CO ON SHEET tJ) (SEF SCROD OF ON SHEET IJ) ,t I" 1/+' + P 1. 7EKR SMC5P Wlgo /+P-20't1' GS , XWRNO (-ON-RRtww NOT y WISHER O +• 0.0 INM O 5' O.C. �3 y MORNM LEC I • LOCATOR WIIN '! ]/18• PWK POP RNE15 M'CHOR nI _ O 1P O.C. OOIH SNES 1 MURED CONCRETE � q RE REWIPm OmEOYIflmQUIR NIN. Ep. •YIN.. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM SECTION 7A SCPLE: N.T.S 0, ......... Aye yy�:• �CENS NOTE cow cONP unnoN ofo'T�en =_ �s ' .. -ECADOE DISTANCE No/.4�41G7 1- MOVNPNG SEC➢ONS CVY BE COMfi1NW SPECIRTIONS �(ESIDE ON SHE 1}) * \ IN ANY WAY TO SOR ANY INGTAlIATION. A�.,.. STKFE-OF,— 1 SEE LIMIiATI0N5 'TOR ® ON SHEET 2 'f' " SS�nP,( EZ C) I]) EW-E OE — SVB If MPL1CwPl£ na 41F1I POP NKT5+0 5' AT RFPA. �I t vGi _J n� ,LLVM. POP ME5 f,\`\\\`\ POURED CONLPETEJ , GW.F EUWE0. Li !m GROUW • ON. EO. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 78 I FLORIDA WILDING CODE (High & Non High Velacity Hurricane Zone) ®von Om o WC, TITAN II 'TOWING IMPACT PROTECTIVE SYSTEM aRA.W YR WL �L E fONING SHUTTER CORP. °/" TaBY XEL6TOECi %ILf n IN.� ENGINEERING CONLWY Wiry dl�, �vo . Pm�. G'v}]1-�viE� tlS! P.UL BUp, {1 ]J+IJ 4Y41YW-BIJ-C)J1 17-082 - �: Wweso.NFPm n�FP16ngYUHMn.aam IiRAvwa xo EH-YroanY iLThR A 11 n �v GREET 7 OF 13 1 .10)F. ROIYM Yc. tv /n • >r•• rex Lwn ae mtaL scm. wur. Nob SPAN TUBE MOUNTING INSTALLATION SECTION Y TYPICAL ELOffin M /1VBE 1T BOTTOM) �--uu. ssmwix xrvaz lacm 3 Z TYPICAL ELEVATI Qpr AT MIONTI M T $EE Uurt.m. MR eN EH z TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ; 'MBE SIZE MAXIMUM PSPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. ENO NUMBER OF ANCHOR PER END OF TUBE TOP OR BOTTOM. TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60, 106.0" 13 8 2"x4"xt/B" 96" 85.0" 17 10 144" 69.0" 13 8 80" 117.0" 17 10 2N4"0/4' 96" 110.0" 21 12 144' 91.0, 21 12 80' 109.0" 17 10 2�x5"x1/B' 96" 100.0" 21 12 194" 81.0" 17 10 80' 124.0' 21 12 2"x6"xl/B" 96" 114.0" 21 12 144" 93.0" 21 12 THE U"NON Or SHUTTERS HOCHIABOYE h1 BUELEDWSDOES NOT MEW THE NV IS PRODUCT SPANE SHOWN ON TABLE I. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE 512E MAXIMUM PRO ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EX END NUMBER OF ANCHORS PER END OF TUBE 60" 76.0" 13 12 2*WXI/8" 96' 60.0, 17 15 144' 48.0" 13 12 80' 87.0" 21 18 2"94"xl/4" 96' 79.0" 21 18 144' 65.0' 21 18 80" 77.0" I 1 17 15 2"x5"4/8" 96" 70.0" 1 21 18 164' 57.0' 117 15 SD" 88.0' 21 18 2"xe"x1/8" 95" ED, 21 18 144" 66.0" 21 18 0, b ;INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 0 r OR GROUTED CONCRETE BLOCK WALL SCALE: N.Ts. 0 o H...i/Yi7S��w �Le'u (Eli 11 TISl !..•.m um ASD. CESON PIrt55URE RAIINc ' �1 ;1 , FLORIDA BUILDING CODE (NigM1 h Non Hi9M1 Velocity Hunicono Zene) ' } " NO. dQ Ub'7 tl mzov n1LLO we TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM I( c FOLDING �SHUTLER CORP, w�Yle Ale 91, 17—ob2 4QiLSTN40'� "` ' OA I P : ` {L, LftNGINmL IXO�S. M1 ]lIN ;.v.".e, N6i WlY BIILIIL R SH15 ._ is IC " •.. ' F.1N4. 1, lxv.,, :'°"°Q, m Yx: teoo-e.i-exrl ....mainW.n.n.em ow.xwc w SV.G.S.. ®-m01o`awovm.com' wuTw A nLLD Pc. MLwOA I '. I .167 a em yRLT a tl' 1a S�pPTUFF/1WF OIW, I / /Ifi •PoP xM1E15\ I rOs e,A-oc �� / IX 1/1 l/1• 1 rots ° lo• °s. �3 / BUILD —OUT END CONDITION O' P°P PhFIS pq Q4 =&=S 'm `® (IEVO15 W OR EXTERIOR OR CVIWON (�xGRo rop°] 1065IY1 P(3 1 HORIZONTAL SECTION nC. O ImlW.1 20 0;:•(�, xoR¢wva s¢mx rn'ex N.r az vRfAOR OR * WY VAIN AT UA SLAT AT TR1PPm INSTAMAnIX15 T SEE MNTATKKB TOR ©ON SHk2T 3 rota/��-r,vx uwlaRs o le' we m EYISIwC STWCRwE NOTE 1 ONE LOCKING TUBE, PART B� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE(@ OR . INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE g A THERMOPLASTICSOLIDTHERMOPLASTICTip MU BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE, 0.357'.0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LACKING TUBE @B. AND SECURED INTO IT WITH A 0.120" ..0. 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'xO.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE fie. A 2—PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (')PIECE, 1.375" LONG, W A 0.366'xO.366'.0.630- LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE Lt . 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 TJa SHALL BE ENGAGED. INTO 3/3'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE) ............ A TI ----------------- s,]a' (ImJ 11PCpnP/LllflE-RE 1 ) .WLMM9 O ,Y O.0 GF O t DT ®T r _ (LMPi ixRROR) 4 OR( p SHON 1/i' s'a•.1/e' mxr. wN Gw-rG .wm nvl ' END LOCK ANGLE MtlVIGRY. $C1gH scl¢r urn¢n m_ ac iFNIW9EGC O P 6G ••• •"`•`/ly i_ FLORIDA BUILDING CODE (Ngh a Non Wlh Velocity Hurt,cone Iona) t •' A41 mm'� MnCO °� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM IL E C O TBe. Tl1 1 snt C ENNGNMING CC P,NT - ]: wt.ceaau.em nlww uc. / u16, ;FOLDING SHUTTER CORP. ,we 10151PEEr q,LS xrn vuar ePA:N R. aH,] ....r:le lP.Nro..m. P/yn� �•w •C� lRIUP: •'�kr �,`� 17-082 Gaalm w ]xar a mi] iie m i 1L13 Oq 5/IB•PoP W 1I/F'.11/]•'.I a-. O'-3- nrms rm uwF ro ruw, ul ryulaF�rm eNIXI earrou W av TO ra eu� M gtamuo) 1 l51 V4-rrwmV uvP-rIu unmis Pw ANBF ro sue I /�.W�/INlgl µ/CIF / �evsasn uovnT PFR $KTW 4. SxESr 0 A �Q)F/Ir VP . Pun ua W2- N6£ EXTERIOR ELEVATION BM BMW AT HEIR PLAN VIEW A —A AND SILL AND BOTH' SIDES Of PRODUCT I OPTIONAL SIDE TANGLE Duq arnox 4. ai¢r e) 1P1 FnD R[c[s wl BC MT I uaI0.6 a.l e- a.C. d0 aq 1(HO �/16- {YP M2r5 pq m. 5� 01n2- -ms S Pxmu:c srPucwro na _ I WN 3 OST1\ t' I � i tl� mm WL BE PUT .100 ELOWDA BUILDING CODE (Hige h Non NgH Velocity Hurricane END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE) nxlsn omolik RAN HOOD (NON-SIRUCNP.LL) ]nsx Is. /I04. M s]ls.. w/ 1/Ts e]H" HOUSPW IONO NnllN BUSHWGs RY0. TOP) /!01 1' LLNG 0. WTNfQ. GYCEW 1T PWIfR MPISMG B"..) oass•e OIPd 2'N'OW.. wW0 1 xFi.om RLgD. 1 /ln ..3• ss sas. W/ ]/IG• uuu. Iror 02]3• L G MttON Cow.RhflS, O IB• 09. BUYONa W/ A 0.1 • n 1,014 i0P sEOMN a.soo• a1wW2`0• 1 0.0. ANo o.xa• ts. A40 m.n3n' 1 0.2x3• I.aru Banou wW.. I o! AhU'V, 1 sEm 0.S2o• oA YN EIRPNNO BA5. 1 m.)SDEg y�� s i WH�50 N M' (sFE SG®Yt£ i 0! I x a4XFIOER 2'14' coon. eWD_ 73 jj1�I'I�'�� � `,I� � ' wwlsnar c1 1I ICI 11' II �w]dl. Fuusx WALL FACE MOUNTING INSTALLATION WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) I i SECTION 1W INSTALLATIONS DETAILS INTO WOOD ,� S /'" E •'•;�✓ FLORIDA BUILDING CODE (High h Non H9h Velocity Hunicone Zone) T SEE MMITABONS FOR. ® ON SHEET 2 NO.44167 up M%7 �mc Ma. TITAN II iOLDING IMPACT PROTECTIVE SYSTEM a— on. ti NOTf FOR COMBINATION 0[ SECTION q 0]1] 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO '. •p '. IL E C O Fxe. FOLDING SHUTTER CORP. wre BE NAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOVAL I- MOUNRNG SECRONS CAN BE COMBINED �'., D "� nwT asnxo : Ex01x8Nlxg cgxvnrvr ]ms M06]RFET PIA[£ IN ANY WAY TO SUIT PNr INSTAIlAnON. RI/. , ey �, y� ei. xyw yam, n y1N x25] PUR ec•Ox, rt ]u1] •1`t^••, �•44 •,` 0.°"eei,�ORME �0'� Px:llmo-eu-u]I 17-082 ' S �� • m[e-WTBTv '�.0�"gi8utlinwn nowt xe iLOW W lie. / U18] GME[] 10 Y 1] I 1Hro . 3/.• TIERS SCREN OR I/r . 3/4• �- eours M/ NVI] A WASHER O 6• oz. i II °!'F%ISIWG eow fiFAV i08E" CEMNIFD [W REGISTERED ENGWEFN °R MCIPIFLf PflIOR wN1 iWIEH DA60' THICK 5.5. T SEE LIMITATIONS MR ON SHEET 3 no PRODW nKKRWTON. flOLL£R HOIISInG E E WgTO XROUT, ', OPDGNAL "N Rome] REOb. Ea EQ. (xCN_SiR11CNRLL) NOTE FOR COMBINATION OF SFCTGNS: 1- MOUNTING SECTIONS CAN BE COMBINED flow se. s.MS. W/ I/3'0 x3H, Ay, C5 n LONG N/IAN NISXWGS (TYP TOP) LV ANY WAY TG SUR ANY INSTPLATON. .S �.V10 1' LwG RED BOTTOM). ErtmE / AT flOLIfA HWLNO ITF) \J I _-/NOIES. / OPIOIVL W.IY IY%10 A' E _ __ (2) NIT0.Y o ^f 1- FOR WOOD.PRIMESPECIFIC FIC DONUC110N: 0WD NENBE(15 TO 1/ / (n°x-STWICNwr') : yyR�ywws BE HAVE A NIN. SPECIFlL DENSBY OF 0.46 OR EOUAL pa . IN S.S. ALi W/ MINI T ? STINI I 3/Ia•.WIN - •- J' L .. POP PoVflS. ALipmLom t£CJ J O IB' O.C. RUSHING GO W/ A 0.15r A A TOP SECTION3-LONG PoP RIYElS LOGTOH WILL 1 ; a5W 0.0. TIOI 0,320 iA AND 0.13]' LOXG I IJJ (SEE xOTF •J OmT M] G11�1 BOiT°Y GECINN 0.]N1109'; D. Me D.WY Le. O IB AC Snen'I"NG FA SIDE I YW ]ED/.MIION Nam') I I TO G455 (SEE SCHEOULE ON SH ET 13) �� I -WIN. sEPAMnaN mr MR. SFPM.VIOn 3 TD Buss TO GI Gs tl (SEE SCHEDULE4UG (aEE SCNEWIE ON SHFEf IS) OR sHT I I]) E or Qy T - ALIFPII4LE ]/ta' N.UY NTAWISyor 1 ALIEP LCGIp S•O.G ____U0001OB (SEE NOTEF -3/I6'_PoPNlals OS OGATWOOD PIATE REO.O., 9 _ _ I o R 3/I am. PM OP ROES \ I ^ 3 I 9 GO 10' O.C. DOSIDE] 3/1.' .LLUM. PGP RI EQ. m 10' OF. GOTx sI°Es l0 E0. W I II 1 a6• MR...D E0. / 2'aO CONY t L BEEN PWSfl lilllWED - 1 1 11.•.' 1/fr 3/1' TENS SCRflY (x ) SCREW waoD PUT: 1 I DR W. . 3/4' BOLTS W/ N= ,1 I 1 1 II w/ 3/6' WASnFfl OR flF° °' I 'I I' A 5/W Wr6NrR m 6- as tl 11 It.* . 3/4' BDW/ xm15 A I me, µ 1 n 1 5/6• WASTER OUT' .O.C. t 1 .1 VI III 11 r YW. Ea Z W. Ea `I'II 1MWECMHtl �I 'III lit WW1 fu+ml III i ;11, ) 1' W4L "O"N I BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWII+C9'f!rrW SECTION 7W i7�Z--- �t1P •F"••• '••/T✓ FLORIDA BUILDING LODE (II A Non High Velocity HYrri... R Zone) NOTE • :ALTERNATE (EC LOCI AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TL1Ec0 NO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °Wai°O o.44167 " INSTALLATIONS DETAILS INTO WOOD `• * R CO3,,,. IFOUIING SHUTTER CORP. °],E'7 SCALE N.T.S. �•1. ¢' nun TESTING A cx°wE�EnwG cowMr ]me xmuTnm Puu O.• r / "Y �, ,,,�,�, x.. Y13l PPW BEMJL nS. I. 17-082 •,<ORP:• V \' vn.:Ib4.o:N-'ln.ra: Ne IEm-m]-N)I I'mm mea`DeeO»o '"� ...tme.wwm.wm Guano xP WtIFA A IIWT s. PE - •••••••• •114E'/Os1F M.D, a E MI6] SMON 11 OF 13 I AP I(No L7 I YIN. $EPIFALDN m CUss (sEL BOIEDUIE 2 a ON 9 EE6 tl) I tl Or QN 0v 1_ PAN (NON-s UMNAL) V. PLTEP.WIE 3/I5 AWNS O WP M4T506'OF. AT BAP. g ✓• ' 3/I ALY. PoP Real 1• o to' o.e BOiN tvxs 216" . WOOD °ECM REONRED J' ' (IRA (YLSN ALLDµfD) OTOUCIIYI Ll _ EDGE F `-Y uix. Eo. ' - I6 2" MIN. E0. 'PO MWCABIE i SEE LIMITATIONS FOR (B ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I WN E.D. I' YiN. ED-. NOTE IOR COMB NAT ON OF CCgiprye; SECTION 7BW (BOTTOMI h XpD - PEON�D 1- MOUNTING SECTIONS CAN BE COMBINED L �ORFp) IN PM' WAY TO BUR lWY INBTAWTION. RN[ SEPARATON FLOOR MOUNTING INSTALLATION a'.o.w.WDDD Torus NOTES. PW REO'o. (sa scti LE SECTION 7AW (BOTTOM) O 5N6T 13) 1- FOR W000 FRANC CONSTRUCTION: MEMBERS TO BE HAVE A YW. SPECIFIC DENBITY OF 0.46 0.46 OR EQUAL 1) S1 P �' I Al FUReH N/ i V]' YW. 1 O, CA AT umA9)IN E O NW. CO. 2- SEE SECTIONS 8W @ 14W FOR MAX. ",D. DESIGN PRESSURE RATING k SPANS o u I I" . a . 1/6'. fMEA/IRUAES `\ 'I 8081-i6 C°NI. � I NLYgIHYY NBE I 06J-i6j [ r- 4NNG IR W000 /AY FOR / OR O b' 0.G IN 4 _ Ti OR RAFTER ].!'. M. WWD AT YC 0.E YA4 MD5 O 16' O.C. 1 I TRUSSES OR Ye A a' O.C. W (]) I/4'P TIPCON OR 1/4.0 CRETE-FLEX I O NON1RYSSE4 - ONCNORS aP 114 Nos eoce SCREWS OR 1/4'0 EDGE (6 MPUG&L) Np5 U6 SCREWS AT WUMDM OF FA MD W/ I n 1 1 ry e z 1/2' N". IIIREAEED FENoon com We "Do +, I) [wSIIIY SOFTR MD i or QA 1 ODDS O�N(ttP.) I10J' SS 313. N/ 1/YO .]/4' 1°NG •I �• II ( SS anIn W/ enm G3/4" ^ NFEWI BU91WG5 (Try. TOP) AND t- EONG I I I 1 l 1 +,I 1/4' P e J/a' TEK WA91d O 6. am nD A ] SS SYD. W/ I e " DW. BOROY), fY. AT ROLL. IeU9NG oYe) t SGPEW O 6' O.C. OD)S [W/ NMN MOUNT TOI WOOD STUDS MOUNTING INSTALLATION .`N/"D"° [RAG SECTION °"` I INSTALLATIONS DETA�YL'S'•A: SECTION 14W (BOTTOM) AND OD. N0 63a3 . µp - AND a[2J IW6 6oFT .. mW 110.00,2J0• +DO]4• , SECTION OA]0' 0D. AVO A s[G. I T° G. M OR f 4a ea I\ INTO woo V� . Q MPX. AS.D. DESIGN PRESSURE RATING= t60.0• -60.0 PSF� D245 t°. (SEE s Dux SIPoFPWG u or �11 SCALE N.T.S. v aQ'/'•••GEMS •+ t - FLORIDA BVIUArvG CODE (High k Nan High Velocity XNrticvne Zone) DIT•) °N SIEEF 13) DOE Fife.) - No.4067 't ' 0My hOleo INe. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIN V. ` `• IL EGO. (FOLDING SHUTTER CORP. HEADER TO TRUSS MOUNTING INSTALLATION ••. ME N 4/ •� Vic`••. 0 6�!'> Hurt rz3TWO R FNOINNR�LRINO cOUPAxr c.. �.. xne T°69 N OIACR FIR£ NESFLw: 1."Ino, 41] n-oaz SECTION SW (TOP) ,, f 6 s W„t, oP nor NNavn vN = vww G xP MAX. A.B.O. DESIGN PRESSURE RATING +60.0. -60.0 PSF ,, ..• ES-coosnv W�a a •••„� u 92[L Iz a'IS C rx6mf£. unuuu sn15 muu p yy. YypW� PF.`L1LM1" �� LLH TM 1[-1 30 psf 14 160- 180 Ib /t 35 psf 60.0.0 ' 60" 88 Ib fl 100.0" 100' 146 Ib fl 1"" 144' 210 Ib H 40 Psf 60.0" 60' 100 R t 130.0" loon 167 Ib ft 144" 240 Ib Il 46 60.0" 115 Ib ft 80.0` 154 Ib ft 2144" 97.0" 187 Ib/fl 115.0" 221 lb ft 144' 276 ID ft 50 psf 60.0' 60.0" 125 Ib ft 89.0' 89.0` 187 Ib H 100.0" 100.0" 208 Ih fl 120.0' 120.0" 25D Ib ft 144" 140' 30D IO H 55 pzf 60.0 60.0" 138 1b ft 81.0' 81.0' 187 Ib It 100.0' 100.0' 229 Ib it 120.0" 120.0" 275 Ib ft 137" 134' 310 Ib it 60 psf 60.0" 60.0" 150 Ib It 80.0' 60.0" 200 Ib It 100.0' f00.0` 250 Ib H 115.0- 115.0" 28B IC ft 131' 128' 346 Ib ft 65 Psf 59.0' S9.0' 160 Ib ft 92.0' 92.0' 249 Ib ft f 00.0" 100.0" 2]i Ib H 126' 12}•• 360 Ib it 70 psf 60.0" 60.0' 175 Ib it 10D.O' 100.0' 292 Ib ft 121" 118" 1 374 Wit 75 psf 59.0" 59.0, 187 Ib ft 100.0' 100.0" 313 lot 117' 114 367 IC ft 80 Cf Pff90_ 113" " 400 p 424 D t 100 Psf 447 Ib ft 11Psf4684120 Ibb (ftt ' •' Psf48 M ft130 fau- 76'483 Ib f 484 b l 150 66"3 Ib ft 483 Ib H elleus: Lt: WNNW H10WRBLE PRODUCT SPPN MR A GIVENPOSITIVE &S.D DESIGN PRESSURE RATNG. L-: SO. PLLOWASIL PROWL[ SPAN MR GNER NEWINE A5.C. DESIGN PRESSURE RAID. FN M-C- &LOWPBIE PRODUCT SPAN IS EOUPL TO nlE MINIMUM DETERMINED PRODUCE SPAN SERI'EFN 'L1' AND %-'. 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 TYPE WOOD ANCHOR TYPE A B C A C E A C F . CI 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/Fr 383 LB/FT 432 LB/FT 12 387 L3 FF - 334 LB FT 155 LB FT 142 LB FT 271 LB FF 347 LB FF C2 9 456 LB FT - 362 LB FT 250, Le FT 190 LB FT 318 LB/FT 380 LB FT 6 525 LB/Fi - 419 LB/FT 312 LB/Ff 205 LB/PF 1353 LB/FT 443 LB/Fi 9 390 LB FT - 309 LB/Fr 157 LB/FT 134LB/Ff 257 LB/FF 329 LB/FT C3 6 496 LB/FT - 375 LB/FT 236LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 3 813 LB/FT - 572 Lb/FT 326 LB/FT 304 LB/FT 418 LB/R 631 LB/FT 9 466 LB/Fr - 370 LB/FT 157 LB/F7 134 LB/Fi 256 LB/FT 393 LB/FT C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FF 357 LB/Ff 483L8/Ff 3 972 LB/FT - I 682 LB/FT 1 389 LB/FT 1 364 LB/Fr 500 LB/FT 753 LB/FT 9 281 LB/FF - 224 LB/Fr 81 LB/FT 83 LS/FT 143 LB/FT 103 LB/FT CS 6 421 L8/FT - 334 E /FF 122 LB/Ff 125 LB/F7 214 LB/Fi 155 LB/FT 3 043 LB/FT 1 670 LB/FT 1 243 LB/Ff 1 250 LB/FT 432 LB/I`TI 311 LB/Ff 9 273 LB/FT 325 LB/FT 215 LB/FT %3 - - 138 LB/FT 1OF LB/Ff C6 6 410 LB/FT 487 LB/FT LB/Ff - - 207 LB/R 153 LB/Fr 3 822 LB/FT 975 LB/FF 648 LB/FT - 414 LB/FT 307 LB/FT 4 269 LB/FT 301 LB/FT 183-LB/Ff - - 114 LB/FT 153 LB/FT C7 3 358 LB/FT 402 LB/FT 244 LB/FT - 152 LB/FT 204 LB/FT 2 - - - - 305 LB/Ff 12 491 LBI 596 LB/FT 1 409 LB/FT 265 LB/FF 168 LS/FT C8 8 736 LB/FT 894 LB/FT 814 Le/FT - 397 LB/FT 252 LB/FT 6 982 LB/FT 1194 LB Fr 819 LB FT _ 530 LB/FT 336 LB/FF 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' TO 12'-0" 3 1/2` ill3 5/8", A AS OERNED BY ASTM E-1996 STANDARD. } EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. A� 7 CONNECTION' CAPACITY scHrDuLE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER FD..(2" FOR A, 2'1/2" FOR B & 2 1/4" FOR C ANCHORS) CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B I C A I C Cl 9 417 LB FT - 368 LB FT 134 LB FT 6 461 LB/FT' 418 LB - 202 LB Ff" 12 375 LB/FT - 334 LB/FT - 142 LB/F[ C2 9 417 LB/FT ' - 362 LB/FT - 190 LB/FT 6 502 LB/FT : - 419 LB/FT - 285 LB/FT 9 372 LS/FT - 309 LB/FT - 134 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 3 760 LB/FT - 572 LB/Ff - 304 LB/FT 9 445 LB/FT - 370 LB/FT 134 LB/FT C4 6 561 LB FT - 448 LB/FT 202 LB/FF 3 B12 LB/FT 682 LB/FT 364 LB/FT 9 226 LB/FT' - 224 LB/FT 63 LB/FT C5 6 339 LB/FT - 334. LB/FT 125 LB/FT 3 681 LB/FT - 676 LB/FT 250 LB/FT 9 221 LB/FT 1251 LB/FT. 215 LB/FT - C6 6 332 LB/Fi 378 LB/FT 323 LB/FT 7 1 603 LB/FT 1 758 LB/FT' 646 LB/FT CE7 4 232 LB/FF 238'LB/FT 183 LB/FT - 3 316 LB FT '315 LB Ff 244 LB/FT 12 388 LS/FT 460 LB/FT 409 LB/FF CB 8 582 LB/FT 691 LB/FT 614 LB/FT - - 6 777 LB/17 921 LB/FT 819 LB/FT ANCHORS SCHEDUL DSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONC, C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 1/4.0 TAPCON W/ ADVANCED A THREADFORM TECHNOLOGY 3.50" 2.50' D N/A 4.00' 4.00" N/A N/A B 1/4" o x 3/4" SCUD SET 3.50' 3.50" N/A N/A N/A C i/4' 0 CRETE-FLEX 3.00' 3.00" 0 N/A N/A N/A E 1/4' m IRY-BUILDEXN/A 1TEK/4 %3.00-3�00,-N/A SCREWSF N/A N/A 1.DO- N/A 2.00' #14 NOS WOOD SCREWS ORN/A 1 4' NOS LAG SCREWS N/A 0 N/A 2.00' N/A FLORIDA BUILDING CODE (High & Nan High Velocity Hurtic9na Zon° • 02017 TILR=INC. p 1� EG�INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Y.L FOLDING SHUTTER CORP. nrz ' ' P. 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