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HomeMy WebLinkAboutProduct Approval Customer: WRIGHT WorkOrder Number: 07312018003 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 42 32 87 44.25 94.5 91.25 9"o.c. 9"o.c. N 0 Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7069 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: Wright,John Wind Zone: 160 MPH. Address: 8108 Alister Place Exposure Category: C Port Saint Lucie,FL 34986 Minimum Building Dimension: 60 ft. Mean Roof Height: 15 ft. Risk Category: Id Design Pressure Calculations Opening Location Device Device Device ]F Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psi) Pressure(psf) 1 End 32 87 7 32.0 -42.0 I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. 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Loy In 1 User Registration Hot Topics Submit Surcharge Stats&Facts Publications j Contact Us .1 BCIs Site Map Unks Search Florida P :'° `i Product Approval 4— '+ USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Herristreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.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@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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. G 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 0 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=wGEVXQwtDgv2aBQpHpQQe... 8/2/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 06/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17080.1 itan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing nd retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF Impact Resistant:Yes Verified By:Walter A.Tilllt Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Reoort 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall 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 Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: LEE]a]® 99 M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQwtDgv2aBQpHpQQe... 8/2/2018 GENERAL NOTES: 1.71TAN II FOLDING IMPACT PROTECTIVE SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: C=0.46 MIN. COMPLIANCE IN.A000RDANCE WITH THE 2017(61h EDITION)OF THE FLORIDA BUILDING CODE:THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'o TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4'0 CREIE-FLEX,AS MANUFACTURED BY TTW/BINLDEX, INC&EL.CO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 0 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS DESIGN WIND LOADS SHALL BE DETERMINEDtAS PER SECTIONS,1620(HVHZ) &16M (NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED.BY THE JURISDICTION WHERE 7HIS.PRODUCT TO BE INSTALLED FOR A DIREMNALTTY FACTOR NOTES, Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM.A.S.D. DESIGN PRESSURE RATING INDICATED ON'SHM7 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE OESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST CA) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'o CRETE-FILE%OR 014 NDS W'00D SCREWS OR REDUCED TO AS.D:.DESIGN WIND LOADS BY'MULTIPLYNNW THEM BY 0.6 IN.ORDER 70 COMPARE THESE W/MAX.(ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE•AND.2-FOR C5.OR.AS INDICATED ON WOOD,SEC110N5 ON 5HEE15 10 THRU 12,NO THREADED ' IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED-,AS TESTED,WERE NOT OVERSTRESSED.q 33 TT INCREASE IN PENETRATION INTO WALL FINISH SHALL RE'CONSIOERED•AS PART OF THE REQUIRED THREADEDPENETRATION. E ALLOWABLE STRESS FOR WIND.LOADS WAS M USED IN THEIR ANALYSIS,A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2)MINIMUM EDGE DISTANCE OF 1/4"0 TAPCON OR 1/4'0 CRETE-FLEX,OR If14 NDS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHAD.BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM'ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C3) W CASE THAT PRECAST STONE,PRECAST CGNCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT.HURRICANE,ENGINEERING TESTING,INC. WALL;ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS (H.ET.I.),HURRICANE TESTINGLABORATORY(H.T.L)&AMERICAN TESTI`(G.LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED.ON OTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1616'& 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 CAGE,FY-33 KSI(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE.#.1O x 3'. 410-HT MINIMUM SERIES.W/ 173.6 kai YIELD -1/4'0 ITW BUILD",TEK SCREWS,W/ FULL THREAD PENETRATION. STRENGTH& 187.4 kW TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co,80X'507,WEST CHESTER PA. 19381, NOTES: 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD.STRENGTH 0.1)MINIMUM EDGE DISTANCE OF RW 8UILDEX TEK SCREW 1. FOR 6063-T6 ALLOY AT SLATS.SHALL BE Fy=25.9 keT- 4.ALL SCREWS"TO BE STAINLESS STEEL 304 OR 316 SERIFS W/50 kat YIELD STRENGTH AND 90�k0,TENSILE STRENGTH OR 7•ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED.CARBON STEEL ITN/BUILOEX TEX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3:3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8.R SHALL BE THE RESPONSIBLITY OF THE'CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 15 TO BE ATTACHED TO INSURE-PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 It.] MINIMUM YIELD STRENGTH. WOOD.FRAME BUBDNNGS. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED)" 9. EACH UNIT.MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME�QWHEiR,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCX ALL (A). TO EXISTING POURED CONCRETE: LOCKS 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ATL PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER,LINC.TO MIN,fcm3192'Dsi. WITH SECTION 1709:9.3:OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 s 3/4'SOLID SET.AS DISTRIBUTED ELY ALL POINT.SOLID SET ANCHORS TO MIN: I'c-3000 pal. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING-CODE. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO'CONSTRUCTION PRODUCTS TO WIN.fcr3350 psi. 11,FOLDIO:.IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY'WOH SPECS INDICATED IN THIS DRAWING PWS ANY NO=' BUILDING AND ZONING REGULATIONS.PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TD. Al)MINIMUM EMBECMENT OF 1/4'D TAPCON ANCHORS OR 1/4'0 CRETE-FLEX'INTO CONCRETE IS 1 3/4', 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P,EO.)PREPARED ETY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;La WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. A.2)3/4'SOLID SET ANCHORS SHALL BE ENTRELY-EMBEDDED(7/8") INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT'INTO STUCCO SHALL BE PERMITIED.1/4'0-20 S.S SCREWS.USED SHALL BE'1'1/2' PRODUCT BASED ON THISPRODUCTEVALUATION DOCUMENT PROVIDED HE/SHE DOES,NOT MIATE FROM"THE LONG.MINIMUM SHOULD STUCCO'EXIST. CONDITIONS DETAILED.DN THIS DOCUMENT._CONSTRUCTION'SAFEIY AT SITE IS THE--CONTRACTOR.S'RESPONSIBILITY. A3) IN CASE THAT PRECAST.STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL CHORAGE SHALL BETAS INDICATED ON NOTES Al BE LONG ENOUGH D&REACH2 ABO VE.ESN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPA3EO,BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR,THE PROPER. (B) TO EXISTING CONCRETE BLOCK WALL-'ASTM C-90. USE OF THE P.E.D, ENGINEER OF"RECORD,ACTING AS DELEGATED ENGINEER TO THE P.ED:ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER,INC. 1/4'0 x 3/4'SOLID SET.AS OLSTIBLfTED BY ALL POINT SOLID SET ANCHORS. (E) THIS F.E.D.. NGINEERD. SMALL BEAR THE DATE AND ORIGINAL'SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX, EPREPARED T. AS MANUFACTURED BY CO CONSTRUCTION PRODUCTS. - 1NOTM' TN4NM°°°°""moo THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1)MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'P CRETE-FLEX IMO CONCRETE BLOCK UNIT IS 1 1/4'. 1LtLIN.\r��PL Tr���>."� PERMITS RR THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.),SHALL BE AS PER SHEET 13. V W 8.2) 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8') INTO THE CONCRETE BLOCK UNIT.NO YVSV �••�'\C eNsQC,•';��4 FLORIDA BUILDING CODE(Hlgh & Non Nigh Velocity Hurricone Zona) EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4' 0-20 S.S SCREWS USED SHALLBE 1 1/2'LANG • ,44T,'6� i ®2017 MLTECO INC. TITAN 11"FOLDING IMPACT PROTECTIVE SYSTEM 0W41X By, MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH O STUCCO. M1 8.3) /N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 07/20/n ANCHORS'SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ' 'L ECO,p�- FOLDING SHUTTER CORP. SHALL BE AS INOICATED.ON NOTES 5.1 & B.2 ABOVE e= �•L q['JMpyM `(V'1�t TILUT TESTING 2[NGMC(RINO COMPANY TTP T PLAM .`A_fl%/- � y/ `y Axa xx.Arm a.ra�a rvcw na0ati n.avice 1r[sl PALM etAeN.-& I 1 7-082 PH:t dmmL t-637t ANAL." EB•,pG(ig119'� AeAoG1NNWlAM1mm OIum11a Ne ' WALTQI A TUR Jr,P.E. O,P.E�ST TfhLfMNRM/MTE FLC VA Lie.d 44167 1m/vVn1 5NEE7 1 OF 13 ia3]' 4 ate°• —a-w— [--s'-^ I Nt. i �^ I^I-•- i • J.av' .I JI SLAT 6063,T6 ALL ® SLAT WINDOW © —E D FLAT 2.7W- - (TO 8E TALLATIONS 6067-T6 ALLOY 6063-75 ALLOY 6063-76.ALLf7Y EXTERIOR CENTERPIECE AW INCLUDE PERFORATIONS AS PER (TO.BE USED ONLY FOR LNSTALLAAONS ,® INTERIOR CENTERPIECE 6063-F6 ALLOY 30 DETAIL ON SHEET 3) FEET OR HfGNER ABOVE GRACE MEASURED AT BOTTOM OF OPENINC 6063-76.ALLOY' SEE COMPONENTS 20. 21 dt 22 ON SHEET 3.) < iay — zese•� ! �. G $.IYe--{i i �\�"• �rSas�.� i--P.er11�� 2t57'� ause oat M g .,W I � -i. dw. —arils_, — Isrr 3.ns• —2v (6) WALL HEADER �� '2- MAX B.O. CEILWG HEADER ® BOTTOM SILL TRACK (�'d BOTTOM TRACK ADAPTER 6063-T5 ALLOY ._d 4AUDD TRACK 6063-TS ALLOY 6063-T6,ALLOY 6063-T6 ALLOY 6063-T6 ALLAY moa•A i. I r t2 -1'0'iz• I COMPONENT a t: tl L2 I I � 1719'—•• I � I �• a 1J 2' 5"MAX. 0.125" 0.125" a . .wP -� w ; �'• 3'MAX. 0.25" 025" 2 i OaJ• L S in I i � o © 1• 2"!nAX. 0.062' 0.062" 8 ..NE' �' ® RAIN HO DAOD ALT. BOTTOM TRACK ADAPTER (9) BO IN OM RAGUARD © 6 ALUMINUM ANGLES 6063-T5 ALLOY 605J-16 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY A.��PONE�vTS f"' •'' _ FLORIDA BUILDING CGDE(High k Non Nigh Velocity Hurricone Zone) ;`i °y '� �' •'', 02017 TnlEcoNc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM awaH ar: 3]SY t 'i 4 3/8'0-16 ACETAL ! n FOLDING SHUTTER CORP. °"`°"' LOCKING TUBES -`�"°-- l E c'�Ips alc ! I ® •x! �;' Tlwl TE .r-eHaKCEama colrPnnr V P W OEASET Puce AT CENTERPIECE 19 CORNER POST ' g'o ,L� �v "y^•3 ' '�""°�° "a`" �T PNII 0-6 R 33113 17-082 FOR 4 & ' �c. <l�mr,_„>o.rm<<m�r,_,.J, �«18aa t,»,1 6067-T6 ALLOY' 6063-T6 ALLOY Lf, ®R�p,. �1• a a u�woBooad.cam ..a.ra;caal0mma.cam oa�.lxc xo MLN. 28 1j2"LONG = A rincTEn A Hurt Jr.P.C. �� n re I/I.,TE FLaAIM Ua,d 44107 m+a.lu apron .+. SKEET 2 of 13 IruiAa�rAAAxc (J)ROWS OF l u�.Dn. "rte i T6 DwpGi(i0. !�i/4�P HDLFS I To4Nripv CA.SPACED mat p 1 I �C) % ART V BOTH ____@z-CUP EACH SIPE TABLE 1: SOURCES FOR & 1. ry6. iI OFHNDOy(SEC TALE T)DRECTONS. RtTTJt£fLL[ Y4Tf1211L/SLYTNOCpEnaw rx , scars Ju7PtL FROPk#S "'W0^PBAYER P1I,NM1K79O✓CH 4N£SQl (rrp) � KNUCKLE 9-pQOqR0 UrLWROLDN JIOJLEM 7OLREMN QpU SPECIFIC6fu171Y AMU 0792 O.D41 Ib/in 0.043 ib/in 080 i ! j MNDOW Z..' l�'—' �� uTCu•y .y. c NT Aa4td TENSILE YIELDSTRENGTH NGTENGTH ASO3 0630 9,400 p.pJ. 9,`400 P.J. µ; FT,QURAL SIAENCIH AT YIELIT. ASTM W90 12.500 D•%L. 13,400 D•t.i. I '~-~--r 1�. nExuR.L.M°OULUS ASSN D790 240,000 p- 365,000 p.s.L 2 I I—.. I o0 1� f4uU D.0 SNAP-w END 1FdPACL• C 7.000"daK O CUP TDP/80TTQU o a2; WrNDDw NOTCHEDIxw ASTM DZSo to TT-:b� 17 rl-m!D dq a V { Ee (SFE TABLE.2) IIP SMOKE.OEHSIIY 0.STN D2e4] 47.2'R e4.5}IIAR h _ $ RAZE OF 0UN6NU ASTM 0635 C-1 C1h55, C-1(}4055 SELF 4NITION ASM D1929 10407 Sao'r N /I SLAT WINDOW I SLAT kINOOW' I ::: Q060'THICK ASTM C155 WINDOW (SE T NE 1) TERSILL.STRENOM AFTER WEATHERING ARTY 0530 9302 p.si ONTO p.AJ. gvdGDW{SEE TABLE I) F-L TFIL4LE 57RE55 6EFORE WEATHERING ASTM 0639 0661 p,a.i. 00HD W I 1• K AL K. (2)&ND04S Amr BE w ONE SLAT SPACED o Ol I W I AR&MUN OF 24'.AFART,'WIN 12"Nw.FWM ENDS OF SEAT TOP&BOTTOU, (FA StAr dfuST.N£YER W]'rAL[FD AAfACEM TABLE 2. SOURCES FOR 1 p ,J TO TERPIECESQ OR .NOR AT'CONNERS OF PRODUCT, dLAROFlP TOOL COIfONIf C)10j I 7»4CM PROPLFRYS STAN6lR0 °o°°p SLAT (WWW OW' DETAIL REFERENCE BLACK Hn[rr PART ` 2LarpyB O I I}�I-� Ples cx SAYS i/ O°0 SLAT'S I 20 SPECIFIC CwFY A51M 0792 D.042.Ib/,• :ry KNUCKLE-'� OpO I KNUCKLE I NEWNG (TMP) p p� (n'P) I 1 , WWDOW TENSILE YIELD STRENGTH ASIM D635 11,500 1-. I °p (J)ROWS OF I L 'U p° ° g oao_ nano• FLEXURAL STRENGTH AT YIELD ASTM 0790 15.000 Pau. U°p 1/4•D HOLES ('J,�1 P0m' FLEXURAL MODULUS ASTM 0790 450,000 p,si, A p I EA SPACEDI t��J' _ 1rwn.atAPNce I J/B'APART i ,L. aT � J A.orr 'per• NOTCHED rz00 AStN 0266 0.6 Fr-Ib/in TOSUt1WfttD4 IN 801H C!REGTIDNS ro EWEDinCL � i T41ERu.1 PItOPFwni'G• PSDD• a>:P• COMIC1ENT Of tnETD6µEXPATL40N A5'Pd 0696 6.6. 10 ink-.F I �� FL/1NYA[911IY UL94 Y-2 f ,21 Z CLIP © SNAP—IN END CLIP YELN:G lE6WERAtUAE ASM DS{19 590 F TO BE USED AS AN OPn10N FDR ALL INSTALLATIONS ® SLAT HUME ELEVATION UNDER LARGE 14WLE MAY INCLUDE PERFORATIONS AS PER THIS DETA,L, TYPICAL A SLAT WINDOW DETAILS -Ma. (2J wINtmws ANY BE w SLAT AT SPACED qM 24•APART(A%r.EVERT. 10 SUP): W- 0 VIEWING WINDOW�& ��t 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IM�' `���r SLAT WINDOW ELEVATION 16 �,:•,.......•;,• r:: 4 1 (LARGE MISSILE IMPAC T1 4471 ��CENS '•� FLORIDA BUILDING CODE (High & Non High Velocity HuFTicone Zone) • ®2017 TAYECO LK. ORNTd ST.- NO. 44167 TITAN Il FOLDING IMPACT PROTECTIVE SYSTEM �L '8 f FOLDING SHUTTER CORP. °7"l; q 9 IL E C O.iLrr�. pAtE ����•'.A` g •t���` TLLUT TESTING h ENGINEERING COMPANY 7079 H095UMET FLUE WOT PALM 6FACK FL]341] 17-082 •31•'• tslo,0G(1n3nn-1511 PH7690-643-4771m _ —.fdLq.butm DRAVHG H0FIQLGv EG-D06719 _ -P.C:56401/EIOWJLJRE/04tt FLORIDA RIDA 44167mm-v,. oimin o uR 7HEEf J Of 13 1 2 3 t 4A S 6 7 A B v) Ctl, 0 C8 i+ L.! A 1 �— —C 2) r(31 W/ lC3,� ,(C6) .(/ OR ClM I I 4 j0 5 n (2 M2 W W N USE (2) AT'30• 1.5 ♦ NOTES.ON tl &LOCKING TUBES y o O.C. FOR PANS I ♦ q 20. ,� IJ er AT J& w UP TO 99• o 1. TWO(2).�3'SMALL.ALWAYS BE USED AT PRODUCT'S MU)SPAN SPACED 0 1 AT 30" O.C. FOR SPANS UP TO 99": USE THREE(3) ,Q5 FOR LARGER = I USE(3) AT 30"O.C. AT AT:30"OX.AT MiDSPAN.COMPONENT 95p MAY BE o FOR SPAN LARGER V INSTALLED INTERIOR OR E%TERIOR SCREWED TO TAPPED CENYER9tECES THAN 99'UP TO 144" rORLOCATION OF J SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBES I SHAL ALWAYS BE USED TOP& BOTTOM AT _ PRODUCTS CENTERPIECES14 ORIS AT ALL INSTALLATIONS. LOCKING TUBES *X � I SHALL BESECURED 'LEVERS AS SHOWN ON SHEET 9. OR ,� 4@8, (2,. i� FEE LMITATICNS FOR tto ON SHEET 2 � ° I )SEE END CONNECTION DETAILS CONCRETE. CONCRETE BLACK ORFN 61 7 i�, 7)'I' + L C;+ D3 , WOODINSTALLATIONS. + 6) , C9)+ 110) + (13) IUNLIMITED WIDTH TYPICAL ELEVATION A N. T..S. NOTE: SEE SECTIONS V THRU 3 ON SHEET 5, SEE SECT DNS 4 THRU 6 ON SHEET 5. SEE SECTIONS 7, 7A& 78 ON SHEET 7. 1 SEE SECTIONS 1W & 2W ON SHEET f0. 117 �,�. ,.,••., �/� SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ;�' '••�CiI:N ✓� :. SEE SECTIONS TAW, 78W, BW & 14W ON SHEET 12.1 S •'•Q FLORIDA BUILDING.CODE (High&Non High Vulo6ty Hurricane Zane) • W.44167 02D17mTEco of°' TITAN It FOLDING IMPACT PROTECTIVE SYSTEM 'by, "OIL E C®.N(. FOLDING SHUTTER CORP. wTE Q••S •<<.• . WT TESTIHO t EXOINCCXIXO oaXPAN7 7060 t¢Et3mw MACE TI -_�,�5•,•(T1{,{U' •:\�Y4 em xm.ac:»..rn,wlr w wm7ns,.n.alta XL4r twM erACX,FL 33173 17-Off2 w�..(rg7if7-1770,r.:(mfu7.-1077 Pfl:7600-613-6771 ,,I o-m0:VI—O.W.— (.WNWftmn OIu11Ax0 Im Al fl `" w ®-00067191W _ FLOR7 A.iT W. 710RIO • P:E'SEa/,&DtYfiUfiY/GATE A lit.d 1416707 m/ S7iEEr 4 OF 13 POURED CONCRETE OR CONCTNE B1oCK , WALL REQUIRED. yiy{ OPTIONAL RAIN HOOD POURED COHCRCTE� %/// LXW.hC hON STkVMR4L WALL CODOIECIIO?I OT--, REQU.... �/� -TRIN(DECORATIVE HEAD) OPTIONAL RAIN HOOD I/ O.OEO'THICK 55. " STRUCRfAA: (NON-STRUCIIlRAL) CSEE SNELT 131 '1;/ RDl1EA HOUSING J ( - ) :� ✓ z' IT7P) I >:•i I 1.000'" 2.567•Mft MIN. E.D. / •S ;,y � 2 NYLON r -{`-'w- , a� =' -' , NAL flC4IITS 1 Y i OONlIfC1101E 47—_( ' ��� rf/ ✓/ , �N Hm •0.855'0(TYP.) z u SEE SHEET 13 \ �/ �j/,'f•/ //,�i/ r• %r/' 1 ( U+tAL) t ( ) NON-STRUCi #'10 c3'S.S. 0.37]•IONO NT1.ON� J16"ALUM. .v >'4 I. \ 3/16'ALUM.PCP RhEls, I • j � , 1 V. BUSHLYC'w/A 0.11,0• CCNT. P�RNflS, w: / 1 I I a 1B'D.C. ;(x•A4•MA;.) j '__ pn �� �.e- '��n [ LONG Toa SECTIav 0.100' 1 OA 3.'.0.270' a Is*0.C. >: r.,•...6. [ 'L.a',JLI' 0.0.ANO 0245•':A.AND .x0,0,79• I 1/4 o DW BL:LO X 0.223•.LINiG BOTTOM J TAPCON W/API/d•'Cm [ SECTION O .ULTFAFAB :J20'da AND WEATIQR I UK SEPARATION 1 ( 7NRF,OFORM lECJ1N3DCV I , 0.245'I.B. SIRIPPWG•EA POURED-CONCRETE) TC,UTASS. OR 1/0 P ELCO J 1 OR CONCRETE BLOCK I- I CONSTRUCTION PRODUCTS 1 1/4 o a I"TER (ITP.) SUE(TYP.) .• (SEE SCHEDULE 1j 0f TtALL REQUIRED.. I '-11 of z SCAEW OR 1149-20'.$' }16'ALUM. 1 9 d av SHEET 1]) I 5, CRETE-il W/'1 J/A' I 1,.s.Ms WITNUT a •POP Rrvss' I t 81 IGN.EM6EONE!!r O 8.D.C. I wuHER O 4'O.C. 0'Ia"O.C_ Or Paum 1 I 1 ar OR CRETE H OCK Lay.Sf:PA7WION WALL RECNRED. (SEE�°.H�Erx"c 9 ON sHEEr u) J i x ICN.SEPARATION POURED CONCRETE •S 7r I TD GLASS { OR CONCRETE BLOCk� (EEE SCMEOUtE wl WALL REQUIRED. % I ON SHEET IS) f of '^1 CONXECTION C2-/ I £;%,�R',u•�' '�Z Y'z. (SEE SHEET 13) \ J R3 I 1/a'0 A 1'lEk W kt \ /,. •1 SCREW OR 1/4or2041' SS,MS WITH NUT h •5� �5, -��o r•: I WASTER B 4'D.C. 1j,aw 1, g1oA3' .s,s.Ms.W/7/2.0 W � xl•L'S NYLON BUSHINGS 7HRF/ O.RM ooTrmGnoN"- „ (TTP.BDYrOM),AND 3/4 WALL FACE MOUNTING INSTALLATION crASTR 1111 1/4 x (SEE STLELT 13) % LONG(lyp.TCP),EXCEPT AT ROLLER HOUSNO I.T1'P-) CINE-FTE%' W/1 3/6' I I 5 SECTION 2 WN:Emftz EM O 6'D.C. 1 I2•aa•MA%)� �J1 WALL FACE MOUNTING INSTALLATION 50ANCHO SECTION 1 1/2" iVADN�, r- G—t :i�:/I/ I ✓ij�///% O o OGROUTED El OCK RECUIREO. / 1.000'; 2.5°0 MW.✓%/ �. (MIN,rc-2 tai GROUT)OR. MPI, EO, POURED CONCRETE %� � `-HALL G NON STRUCTURAL .WALL TRU4(DECORATIY Silt) STAGGERED ANCHOR SPACING DECORATIVE WALL TRIS TRAPPED DE. �,,,,,,,,,,,,! MOUNTING. INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,,1Llo'� CE%y!(`/✓'. IMAX.A.S.D. DESIGN PRESSURE I ONRATING- +65.0, -90.0 PSF & CONCRETE BLOCK S�' '•,� FLORIDA BUILDING,CODE (High&Non High Velocity HUTTicuna Zone) SCALE:N.T.S. �, 6.2077 mtew as ORAAN TTY: 41B' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM R NOTE FOR COMBINATION Of SECTIONS: E.D.=EDGE DISTANCE C 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICA11ON5 ON SHEET 13) Q IL E C C SIN r. FOLDING SHUTTER CORP. GATE. IN ANY WAY TO SUR ANY INSTALLATION. :'C�s•.,•••K70•W!�a� C` 7wR h&MWD:T FLK& ••' \�+ nLLIT TESTING.t.ENGINEERING COMPANY WEST PALM BEACH.FL 334n 4m7 H:A 3ar x>,4.>q xAwu cVlma n 17:44 17-082 ,1 wa.:to>minl-ISm.Im.(mT),T1•Ive PH:1600-643-6171 4Mi1L E1� -x5 UIlm:00co.can m�.IddY RM u0v�oxn OMwdla Mu 1 SEE LIMRATIONS FOR®ON SHEL7 2 WALTER EslA�UT h.P.F PZSEAI/§1'6ATURE/QAIE fLMaA U. {41 67 m•1,m. mryvu SHCE'T 5 Of IS 1/4.0•3/4'TEKS SCREW'Gk 1/4'•3/4' / BOLTS W/NUR.&WASHER 9 6'O.C.-1, \,� l T POURED CUNCRfTE OR 0.060'THICK'S.S. I _ I % HOLLER HOUSING I WIN.EC�nON I MM. GLASS CONCRETE UIOCN WACL I p REOUlRE7J 1,1 OPTIONAL RAN HOCA B~(SEE SCHCOULE ' ;(SEE SCHIDULE ff �/� CONNEL'110N C4-!7 t0. -I- —Ea- (Nan-STRUCTURAL) 1 ON SHEET 13) -�or a. I On SHEfW 1]J i -'•✓or 'Sn (SEE SHEET 13) ;,'LJ. I! II t 33,E W/T/2'c ALTERNATE]/T6'ALUM. t ALTERNATE]/1e'AIWi1 13 LONG NTLON-BUSHINGS POP NV TS 9 5'O.C. 7 { l I POPRIYciS O'S''O.C. -� I •i I qln ITYP.70P)AND 1"LONG(TTP. AT REM. 1 Al THEM. I , S L g, BHa�usnOMiO(IXIYPCFFt AT ROLLER 1 u S,:� (�l�9 I �"'�-Tia--►t_��Y'� I I ! I ^.� �� .I � ��.T I" ( n��� � Y 2 • W a.ess o GTv.) I ` 1-I` Eo. � 1 '^31 -]/16-ALUM.POP RIVETS 1 3/16'ALUM.POP RIVETS I I 'i n 1I 9 10`O.C.BOTH SIDES 1 9 10'O.C.BOTH SIDES EG Al& D 1 1 3/16'ALUM.POP . ORIENTATION ! `, tiei I WYETS 9 18'O.C. ;. y'. EO'T.J E0. ..+{'. b10 R 3'S.S. 0.37] LOAD NYLON I I r BUSHING W/.A 0.150• 1 I 'CONT.0.763'4 1J �. I ` '/l/ ;- LONG TOP SECTION 0.500' MIN.SEPARATION 181RAPAB�. I / $ `RfOU:REO PLYWOOD `� MIN. REQUNiED Mel]4 PLYWOOD 0.0.AND 0.245"i.4 ggj TO GLASSWEATHER �+ 0.223"LOHC 80770E —(`CA StHEDIraE STRIPPING EA `r„/or 7 1/4'o TAPCONS ORS ' 14 ri / '� 0.N SHEET 1] CRETE-FLEX �i! 1/4-THRU BOLT W SECTION 0320.O.D.AND ) I \ I 0.24!';4. I / SIDE(IVP.) i '��t ANCHORS 6.O.C. ./ ERRDZ 101T 9 10'O.C. / --1Ru. o WASHER&NUT 0 S"O.C. .. i 1/4'o TAPCC S OR POURED.CONCRfTE OR /4•IN eR7 W/ � �_CRETE-ELLE%ANCHORS 6'O.C. 1 CONCRETE @LOCH WALL 'v 5'4YA1/B'6Cfi3-T6 COtN. E � v or REQUIRED j 2'Y4'CR 2's5 it/B' MCUREO CONCRETE OR___i'J% POP ALTERRwTS30T 5"O.C. I t / E�T6 COM..ALU.. CONT:RETE BLO�UI m ' ALUM,ANGLE OR BERT PLATE. AT ` l STANDARD COUNTER-TOP NOSNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING -- INSTALLATION SECTION 6 IMAX. A.S.D. DESIGN PRESSURE RATING. +66.0. -6QC1 PSF' 11EA)L A-S.D.DESIGN PRESSURE RATING- +66.0, -66tO PSF I 'i �SIi tnS va jL /h u L— � nPL . 3/16'AWM,POP-fC&-TS 0 I MW.SEPARATION I I -I to O.C.BOTH SIDES I TO CUSS I.. •; \--IJJ ' (SEE SCHEDULE I I N ON SHEET 13 y 1 , .-ALTERNATE LEC CONNECTION C3-' / +FO�'- / e ANCHOR ! ORIENTATION.. (SEE SHEET 13) X' -KTERNATE LEG i ./,A,,��., 11 t'v owEAMA ! w ..iuJ/n�,. 1/4'0.3/4'HER-TEKS SCREW 4' y i. POURED 00 'WE OR i' B5/8'UT WASHER-OR 15/ A iSH •3 I if CCNCRTE IkOCK WALL'- BOLTS W/HUTS h S/B'WASHER m REQUIRED 4•o,c i BSD-OUT FACE MOUNTING INSTALLATION ^ SECTION 4 (SEE SHEET 13) ' `\I Ea. I EC. :•-1/4% ,J/4'TEKS SCREW POURED Co:.,;K E OR ' ;. OR 1/4 ■3/4'BITS W/NUTS CONCRETE BLOCK WALL-Jh a5/8 WASHER O 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE. RECUR & CONCRETE BLOCK BU1T1D {{ ,F�/l( ..MOUNTING INSTALLATION SCALE i N.T.S. AAT1 ' V 4A (80rrw FLORIOA BUILDING CODE(High &Non High Velocity Hurricane Zone) OTE FOR OM Il 44167 t 02017 11LIECO INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °POT'Tn, NC� �.INATIQL{OF S[TCTIONS; E.O. . EDGE DISTANCE CL 1- ?AD NTING SECTIONS CMJ BE COMBINED (SEE SPEGFICATIONS ON SHEET 13) - 07/20/1'7 IN ANY WAY TO SUIT ANY INSTALLATION. ': '� I L E G O E N 1. FOLDING SHUTTER CORP. WTE ®�^'• �� TILDT TESTING R ENGINEERING COMPANY 70SP"DIVINUT PLACE i SEE LIMITATIONS FOR PON SHEET 2 i(�T ��(+ 1767 aR x17 x n.3GS va eA uAru4 n 331.6 WEST PAW D-643-t 3]413 17—Ob2 Wn-,rya7y..luo_ro:lrilpn-UH PTH:fe0o-843-8771 `G� 1 I o a:Wttw@n.1— m fwdnpchuam. GRAVING xo E8-WC671g _ WALTER w nLLR Jr.P.E: an m.A. acwnm. o•rt �P'E.-SEAL/5I&ANPE/GATE rL0RI0nl:c-/44167 1mu-m• wn SNECL 6 or 1] •muL G0.—'-; POURED CGNOTETE—� 1 I CONNECIM CS RECUIREO \ I / (SEE SHEET 13) %f/ ROLLER HOUSING \I\ 1 //� ,•.,L aPOONM RA4Y H000 //,:1 �%//J�/�/,'/,,// i?� .Jf�/)'%r//✓%�/.' j (NON—STRUCTURAL) (2)mon 81ox3's.5.s.Ms rr/1/2'a RB,,ms 0.&55'0(TYP.) 3/4•.LONG NYLON BUSHING.5 (Tya TOP)AND 1•LONG.(TYP. (� ) BOTTOM).EXCEPT AT.ROLLER 8 NOUSWC(TMP.) . 00 0.377'S.S. 3'LONG NYLON—' ]/i6'AlUm.i WSHm3 W/A Q.150' \ f PCP RNETS• LONG TOP SECTION O.70D' I O 13 O.C. OA.AND 0.245•I.O,A40 COxT.O.lel'a0,270'A0.070' 0.223"LANG eOROM ` I ULTAAFAB YIFA7HER SECTION 0.320'O.0.ANO '' STRIPPING EA.SIDE(hP.) I � 0.245'i.e. r RV.SEPARATWN �a t N'g TO'Cuss T ` m,I/ r (SEE SCHEDULE WWIIi � .SEPAfWION 1 ON SHEET 13) i 1 70 GLASS I I iI V --d (SEE SCHEDULE I QN SHEET 13) t Y MIN.SEPARATION t/4'e TEK'SCREIT ON rip. i ( � TO GLASS Z'Z'� I t/40-20'X1'S.S.MS WITH (SEE SCHEDULE CPTIONK RAN GUARD•� NUT&WASHER O 4'O.C. ON SHEET 13) �--(1 Of"w (Non-STRUCTURAL) \'�J I ALTERNATE3/16'MULL-, POP RIVETS m 5O.C. I I13OPi1CJUl RAM GILAITD i Ai RfJR ) 1 I I (ICON-STRUCTURAL) • A ♦ •�.•a ' ALTERNATE 3/16 I.M.I. 'I' - n ALTERNATE LEG ^ n 2 'p ✓ LOCATICN WOH POP RIMS 6 s'o.t. �I ^ \ y AT REAR -1 ;Jp.-/ n 9 •�.7/16•Mum.POP RAIEis ANCHOR ^�� I 002:IIOH CI- it O la'O.C.am S�DE5 n< �9 a� / (SEE SHEET ISI L ^ '— TS Q 16"to,O.c. POP r:P 5 )i j�//��1�/./�J�J.t• //i: �r1./�� `^_'Lr__•' / f n m TO'O.C.BOTH Sl[LS EDGE OF Mz. EDGE sue POURED CONCRETEawm=m ca APPUCAF4EMQUIRED (SEE SHEET 11) i P CONCRETE / I I POURED CQNCTiEIE '.J/ flEQUIRFD. \ � ,•--•MW.ED. REQUIRED I LD�itIII1DN C6=-� —•NW.E.D.-- PAN.E.D. (SEE SHEET 13) �• •MM.E-0. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BUOQK --. SCALE: N.T.S. 1`11111 Q.�`;,C $••• .✓,p FLORIDA BUILDING CODE (Nigh &:Non High Velocity HUYficane Zone) NOTE FOR cOfARroanON OF SECTIONS: * E.D.a EDGE DISTANCE IbO,44167 ®2017IILW00INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �f^` UNIING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) p�r GI/20/17 111;_1z ,ANY WAY TO SUR ANY INSTALLATION. Q y+q ,..8 " �'�y O INC• FOLDING SHUTTER CORP. DATE TILUIT TESTING A;ENGINMAIG COMPANY 7069 HE1aEACET P333 T SEE UMfTAT10N5 FOR ON SHEET 2 �'.;SOF F�,.•'•� 'r� 4L1y NY-]ta fl.SY,7G T1 Ga 04 I"SL01 NEST PALM aUGL FL X3417 17-082 ra.(Yepr1.141D..a•i(XON/r•r>l. FIE 1803- 3_l l s1 ���t a-mad:L0Xc00..Lw ...fa>sn9mwNanmm DRATAG H. G f8-000971g 1fL WAITER A.TRLT A.PIE. ....P,r,&.E}SIW74NRE/WRE FLORIDA'Uc.@ 44W TnonfI SHEET 7 QE 13 low" O"no Ce4CRETE CCoeACR-y OR 6CCo-W1x. BLOCK eau RECUAED ( ) 1�e ruwH Twr.xx aMrtOLCE Iz)Roes or 1/aro T•iC36 X r x "1/o," (11p•)(me samllc) r// / f r/r%f % r, / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) At v .s/a-T1 dCR06 ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS --T-6Tz-ae.�4,11�:�T. 0 0 0---r----------0 0 0 -- ----------- - MAXIMUM SPAN LENGTH EA. END PER END OF TUBE // / J saw rws FEx sGunulE TUBE ( aca]-Ba.uar PRODUCT o O O. / J / o O o SIZE SPAN TOP CIi BOTTOM TOP OR BOTTOM' TOP OR BOTTOM r..lpw.aa/r lEu6GiEa ', ,. - �/,,% I a a•Oc � / vE--.L-, TUBE TUBE TUBE ]•n•m]•d•m�•' r;_�1•.a•m s's'", 60" 106.0" 13 8 rr % / elwrsw'1ME >5 2'x4"xl/8- 96' 85.0" 17 10 L ��,: _ •nOEC -f I 1 144" 1 89.0" 13 8 5cm Irm.) .a �/.� +J•.4•>s•.a•a •hm�� (:Um I i 80" 117.0` 17 10 6 i Ya•.1/a1 uHcn1 r/6' /6, -i Awwc �7 °3$ I ��poun Nonr (41 I '& 144" ) I 2'x4"xl/4' S+6" 110.0`. 21 12 4 W� H1H 144' 91-0' 21 12 J Bo' 1_09-0' 17 10 SPAN TUBE MOUNTING INnA^,11 A TYPICAL ELEVATION(TZIBE AT TOP) �p x TION ,:, 2°x5^xl/e' 96" 100.0" 21 12 R" 144" 61.0' 17 10 wx.SPAN Tune Uxe T11>'a I 80" 124.4" 21 12 crExD+c a I r•ti 1/r^". 2-4%1/8" 96, 114.4" 21 12 144- 93.0" 21 12 �]•+•-m]W m T , '35.•m]•u•Dry, / 1 $ VAUDD-ALSO FOR MIDHEICHT TUBE UMALLAION ONLY WHEN THE-SUMATION OF THE Y.2'.1/•'.urlcm •wel. SHUTTERS HEK,HT ABOVE do BELO4,00ES'NOT EXCEED THE W.PROCUCT SPAN ��-w ssoLL9WL)_I r ' I SHOWN ON TABLE 1. 1 Y / Y g TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEICHT) 14" ti'd/ T( -1/4'..6/11.11x srRre o o O O o O\ TUBE MAXIMUCT UM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS f---.y I •\ \ o6-o:e - -------------- sizeg ADI SPAN LENGTH EA. END" PER ENO OF TUBE jl t -6pwv rveE 6rx wxuuE /'-' r - r--..------- 6 so" 76.0" 115 12 F \ �(6)1/4•+]/4•TOC$SCREW i WH.59AC Ne \1�w'i I P YLM Sg COa[ 2"x4"xl/B" 96" 84.0" 17 15 6.OL0•Wt_! a2'GQ ta&cmO . -.�•�a� � a 144' 48.0" 73 12 ICD coeaOr-' '--t-(sa zcn a' ux cROuTEO 1Eu caHCHnE (z)Iw61 ar V•'•TaPGa1R REa,tREO .HOD"0+1•J Is4t acwGKAt) VATTYPICAL ELEION fTl1BE AT ROTTOMY 80" 87.0" 21 18 Maac nS SPAN TUBE MOUNTING INSTALLATION 2'x4"x1/4' 9O" 79:0• 21 18 (a)V••.3H•rocs SCREW �" ux's.•wH rvaE 144" 65.0" 21 is aE 2•ac.LavulmxruY."`4 Y..• stis•m rp•.1/a• •r�,p.) �+��s _�•.� 80" 77.0" 17 15 r EHG1H Law AM;%..6� (3) 110 r! (� �) 1 I I 2'x5"xl/8 96" 70.0' 21 18 (SE SLEWtE)�'( d ( f n 1 is t I 1.44" 57.0' 17 15 21 18 2%6'xl/8" 96' 1 81.0" 21 18 Z /Z 21 18 fal INSTALLATIONS DETAILS WZ SPAN TUBE INTO POURED CONCRETE / ./"; 6xa•wx o.�. /•-rascRn 0 0 0--------------o o:ro OR GROUTED CONCRETE BLOCK WALL Jr WE scnoa;E1 p - ---.----------- - SCALE_N.T.5, luai K..Vd Emy] / /� acas"n 4401^ O O O 1/ o o O 1)a�4 ''i rxR:cHED.uE MAx.A.S.D.CES(ON PRESSURE RATING p 372.0 PSF j A. Tj n �/.J// i i _I A �-i'Q4mi•.]•� r � _ L11Z�'.4•...o,,6l.y� /a: --` I LEHCTI 6067-TE '� -meg) y' y•,� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zona) 0* No,44167 ®2017 TILTECO IW_ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR" By. nuK co E-) 11 f I j y ar. �: Tu FOLDING SHUTTER CORP.IN oloattl� as CGVCREE .�n IL E C O INS. aLOCK.1 RET])-�G L.]Ya' Y, Yd•.1/a• �„Q•• /gyp/l�(�1®���'`R TILUT TESTING.k ENWNEEAINc CONPANT 70119 HEWIREP[PLACE (6)1/••.]/a•>EW SCxEVVi ID.IN 6116]-T0 NW./+W LE •�(� '.vfl I V';.••`V`I W ws Nm.aL'Su.x4 eRcwa tw1m4 rt.ivM 4FST iMW CV1GI�A]]113 1 7-482 It Y., ICHGf16w SC ISG:a111E9lKE) •, R.n.:<m�t-IGD.Fm:CIWYn._I1S1 RI:IWO-114]-11])1 SPAM TUBE MOUNTING INSTALi ATION ^,SS/ Spy ,•1`I �!CO06�d,com ....Ta6nynnKuowcR.ccm DpAmwG He SECTION'Z 1 SEE LIMUATIONS.FOR F3 11 SHEET 2 "'p,£.- ,•q{y1UriE/GSE FLDMM ik i"147 Rz.cv,D u. SHEET ear Ts TaaCOnS/CRCiE-REX CSFE'SNFEf j FPSYIND MASS i {//f//�f� //� r •i• j��rr�� 'j _ —� CCCCRL' —Q6TcYG 1lRJCfYRE �//� // ,, i�r%/%•l�//� — — yam— Mut.ED. �• Vis( ,3J— s�EXGTrG—: -(SEE snEEi PSSTDtc : 5.758-(TIP.) STRUCTURE' 9 3/16'PDP IUM OR 0/o * I I I/t'.3/P TEKS O (TYP.) Q,� t8.O.C. ANCHORS O.C. � n —^ ® ` _/// NiCN0.YS o ta'O.C. ,3/I6'POP NNQS / or or ;1-1 TPS o m-oL. ,I WALL FACE or 1' \ ,, 2 END CONDITION 3/16'POP RVZS OR QB 4 SH WN /. :Vr Tun o _ ORg5 C OL. OR VI WERi) v `ice 1 °R UrTET60RJ EXTERIOR T> (=Ja 30 DL.D 1ID5P R DP t0 � YJDSP EON Lia TD 49' \ SPAN k(3) o]O' O.0 p 4.1JEP)A17 EG430UP•—•. f, D.0 O YIDSP FOR UP TO I",SPArr MWD HORIZONTAL SECTION 20 \ {8� %CREW VAN E MOLL=: I�' SDFPV'Y4Y DF WSIMR) / HClOiGITA1 SECffiY \: afTCEMn OR E%iQi164) 1, '(ILYC!(S MICRON rJ/ifi"POP RMTS INIERa7R OM MEMO-) \ �' (LMRs t4ilAICA) / OR DM RDR) ox t/rn/.• i *UkI VARf AT LAST,SLAT AT TRAPPED.1=ALL4n IS. SHO x'a'.t/e•rnNr: \,` ^OR RTd o te•6.c. I /—Q OR 5 cva-ra.Rum AvraE*. /._7� TAPCON/OIEIE-FLEX \ SHOVT 1 SM LLRfATXM FDR®AN SHW 2 A r,'as o,a•O.D.To' vuoxr/cRET-nQ '\�• E>Lswc smlop RE - ARCIONS a la'O.C.TD l\J +s txstT.'c STRUCTURC BUILD—OUT PST c stR —' 1/2- END CONDITIOJAN. 1 3% AIMEE F0. ' EO3/m,FDP RrvE15 1/.'r 3/4'TENS'OR EDSTK+F STRYCRIRC-- 1/t'a 3/a'BODS W/ NIRS o 12•ac END LOCK ANGLE NOTE I NGRIZOVTA,SECTION .01OZONTAL SECfmN 2-.2'.1/6.6663-16 1/4'.3/4•rex CONI.ALUNIOX BIT ANGLE =EWy`ATTACKO t0 ONE ONE LOCKING TUBE, PART P.'�9 SHALL.BE INSERTED INTO THE 70P AND BOTTOM OF EACH EXTERIOR OR i cENttRPEGE a a•CC. INTERIOR CENTERPIECE G OR(5 , INSERTED INTO THE BOTTOM OF EACH_ALUMINUM LOCKING TUBE 18. A (2)' s O 3D'0.C.O � j OR SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. IOSAM mpma((sx., 0.357'x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING.TUBE @ AND SECURED ".a Ir3sP f 1 to. SPAN(IHUW! INTO IT WITH A 0.120" o.d. HOLLOW PIN.THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH suwd YAY ar arwm A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP: BETWEEN THE SQUARE TOP AND ROUND BOTTOM 'ERM W VIM-=) OF THE TIP A SQUARE, 0.4757x0.475"x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ORQ ALUMINUM LOCKING TUBE fF• A 2-PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vr•R� SHOWN (I)PIECE, 1.375" LONG, WITA( A 0:366"x0.366"A.630''LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKINGTUBE 18t. THE TOP OF THE PIECE MUST INCLUDE A 0.684' A..�J" ILE 1 INrrzioR DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ' 6R T3RER16N) SOLID.'THERMOPLASTIC TIP INSTALLED AT 191 SHALL BE ENGAGED-INTO 3/8"0 HOLES DRILLED ON THE OUTER \(NutsS HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( Ga OR OR QTT3aon) SHOWN Lt,,u,«.,,,• ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL KRIZOK( SECTION FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. . 02D:7"�E�Mc TITAN It FOLDING IMPACT PROTECTIVE SYSTEM 44 CONCRETE BLOCK & WOOD AS APPLICABLE IL E C o tNc. FOLDING SHVITER CORP. 07/20/17 't-J) 8. TIWT TMNO R CHOMECMNO COMPANY g PALM FL 0 ,t tc Em N111tl �.3.3aa;v�u rAArOO r 3TIBt 17-082 (� .(3mMN-Ist6611 n Tam-443-a7n I�•'•�oRlTr,.:'�.�I,' a-mwl:tntccoo0ot.com .TelCrup.P.mtn.mro Dwnnc.NP ;I EB-00057 L9 �m WALTER A.TIWT Jr.P.F. -•F- •�,w;.: ...(f ILORIOA L.a.1"167 aym/„ m 311(21 9 1] 2' . 1 i Lw MOLE,' AL s1 I fI r--ewLD-WT N°unr A I I A ( \ PER SECLCN 4.SKEET 6 1 pcum 2's 2'a 1/B•- r.�of 2•a 2' AwaWVA ANLIE \ MAIE I Ah°LE LCO MaTfACC fl AV FGM CFETaz z (AS SKSTAN)OR TGA'A(61S .\ GPM=.NO 0f1CHOfd REa1OtD]'To RBST I v I 1 RAumfu WILD-OUT MGM ��`• PER SECTION 4"SKEET 6' `(2)]/16"Pop RN•EF& EACH LEC OF 2.02' AhaE ALTERNATE BALL__ ,EXTERIOR ELM11Ham(SIMILAR AT HEAD PLAN VIEW A-A MWM W FOR E F - AND SILL AND BOTH SIDES OR BOTH AWAJS \;%% �� OF PRCDUCT OPTIONAL SIDE ANGLE TEAS OR 3/1 P_ �1 i/2• 11nT 1 e-a O'-=• (iW YC11CN."91EET a)- R*VETS PER AI.CIE TO1611.AL1U13lLN AMCIf�TOP Ai TUBE ,\\ I eonoM OR 10 BALE(2 NEOUNm) (2)1/O r NZRM CRC A! ANL SUB u urAE To sLAli .,1 Q Tp•a z T]/i "GRONS/at le"OF u I�RQI J J y '^EILND� LNOT BE FLAT .I ANf]I@6'D 16.O.C. ` ... .. f 3/TE•P�f6L'ETS Ofl (/�\�— ' EXCPaO STRUCTURE 1/4 I/r MDL � CORNER POST — r�j I,N EDGE 01'COhCREiE ISOMETRIC SLAB - (TTP.AT TOP AND BOTTOM SLABS) -fl .E110 LOR L ENO 6L FLAT TRAPPED END CORNER POST CONDITION Wf FLAT END Ka62DNi-S=17H. FLORIDA BUILDING CGDE(High & Non NighVelocity Nunicane Zone) END INSTALLATION DETAILS INTO CONCRETE. I\' ®2Dn mTEEo INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM �B"' ca CONCRETE BLOCK & WOOD (AS APPLICABLE) IL E e o Epr. FOLDING SHUTTER CORP. 07/CATE 2./17 _ - TR.LIT TIEST1NG III:ENGINEERING COMPurr 7085 mmsa TET Pma ta67 R.,>�yy Ey yp•�,• �pypB, yy4 MIIT PAW°EACH,FL].1117=0821] '•j -V.. P[w[l:Gom 1-uaa.fa[(]Ga)nt-teat PK:IBOD-64]-0371 4GOD6 9AcoT AP.TD:�ngNWlrawm DRAIDn6 No • NlJ,7ETi'A.TY1�T Jr.P E. $MECT PA oP 1] P.E.SEAL/SIGNATURE/OATE' FiDRlD0.lie./N167 nIAM IT I—WALL Fftsti OPTIONAL RNN HOW --ALL FV4H SM.S.W/1/2"0.3j4' LONG,NYWN UUtiNNGS(Typ.TOP) r—CONKWTIM CZ AND BOTTOU).EXCEPT AT ROLLER HOUSNG(TYP-) 0.060*THICK 5.5 ROLLER HOUSING(2)NYLON T4 L L "LIC OPTIONAL RAIN HOW 1 0.955'0m(TYP I (NON-STRUCTURAL) oil 214'CONT.WOOD3116-ALUM.Pop HEADER RED'a. JIB S.S.S.M.&W/ 0.373*LONG NYLON RIVETS,0 19.D.C. '-NF GUSHING W1 A DANO- _._a TOP SEMCH G�Aoo* O.D.AND 0.2.45"!A.AND UL 0,213'LONG BOTTOM ULIWAa WEATMER or SECTION 0.320'O.D.AND CONr, C1 STRIPANC F1 0.245'id SSE (Typ.) _jfI6'ALUM.FOP RNETS.0 18'B.C. MIN,SEPARATION MIN.SEPARATION TO MASS 3N 2W COW.WOOD TO CLASS S SCH HEADER REO'D. (SEE SCHEDULE— •or EE or, WKEET 13) ON SHEET 214,cour.woos— PLATE REOD. _—V Fri.W� u WALL FACE MOUNTINQ INSTALLATION F an .IN �'_ " SECTION 2W (TOP) -7- CONNIM110%CI '—WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE(High &Non Nigh Velocity Humicune Zone) _b r, Sit:U-11—SFGR®ON SHEET 2 w- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN ff. NOTES, 140.44167 HATEFOR COMBINATION OE 5ECTION : 20/17 D I- FOR WOOD FRAME CONSTRUCTION:.WOOD.I.IE11.11EIRS TO 71-L TE-C 0-,, FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENS11Y OF 0.46 1', '�_'�.UN'_G SECTIONS CAN BE COMBINE 0 Y TO SUIT ANY INSTALLATION. TILLIT TESTING 4 ENGINEERING COMPANY 7059 MIDWREET FLKE WAY .1 am w I. Dom m ul" W"� a='at 113413 -052 37 17 Lean Yw.1p18q.�A474rwrom D EB-WC6719 RAWNG N. WALTER A 71 't.L�Lul P.E. WLT To or 13 ViEl. 67 1/4'0.3/4'TEAS SCREW 08 1/4'•3/4• BOLTS W/NNS&WASHER O 6'O.C. =(' �\ 4'a8'(Nin.)EXISTING WOOD BEAM , RECUIRED.STRUCTURAL ADEOUACT '. CT EXISTING WOOD BENZ TO SE CERIIFIED BY REGIS47ED . I ENGINEER OR ARCHITECT PRIOR -WALL FINISH`\ 0.060'THICK S.S. t $EE LIhUTATIONS FOR F�A ON SHEET 2 TO PROOUCi WSfAW'WN.. i ROLIER.HGUSCK, 2'r4'NHT, f 'CowacTON cot, WOODHEADER' r l 7 ,�`I '•I \ ! f*OPTIONAL RAN H003 i 1¢00' t.�• i EQ i t ED. (NON-STRUCTURAL). NOTE FOR COM61NA710N OF SECTIONS: ! 1- MOUNTING SECTIONS CAN BE COMBINED 9Om GO r 5 ws'ss S.U.S.W/ >.3/4• � L t f \ E (Typ,TOP) LL IN ANY WAY TO SUIT ANY INSTAATION. I LONG enlpl BUSR.HGS T'LONE(1 yp HO M. fT0 f•EXC[PT r rS j p it: AT ROLLER HOUSwc(TYP.) r- I NOTES. /(0221M. OPIIPYAL RNR HQID } _ 1 (2)NYLGN t` 1-FOR J1000 FRAME CONSTRUCTION:WOOD.MEMBERS 70 �:Eo--;-• /(NGY-STRUCNRAL) -$ I _--._:___`'-- I ROU.Efts ~ `� BE HAVER MIN.5.°ECIFIC-DENSITY'OF 0.4G OR EQUAL )=. oil nil 91 // ��J\ 3P0/P6HIY 5 0 A!"sS.St.W/G-37-3-LONG NYLON --ALTERNATE LEC— / I � O t6.O.C. I BUSHING W/A'0.150'LOfIG TOP SECTION 3/16•ALUM. ' LOCATION CONT.--' I - 0.500'O.D.AND 0245't.0.AND 0223'LONG ! POP R ALL" (SEE NOTE•) 0.1&3•.0.270••0.030' I BOTTOM SECWH 0.320.O.D.AND 0.245'La. I o is,O.C. UJRAFAB WEATHER I (TIP.) MIN..SEPARATION B i I STRIPPING EA SIDE I TO CUSS , (n'P•) i1'or,tg't � (SEE SCHEDULE i $w —�:J•' ON SHEET I3) _ JJ I �tfi�t-- `%• �� NUE SEP+AAATIi]N I v or wN #N i � 3 TD cuss I _l� i �J p �. (SEE SCHEDULE I ,f., z�W •/%`- I �'j/� ' _ a II (SFE SCHEDULE ON SHEET 13) °r„ Y GY SHEET u) , ? or t IV jAt �{� —"�� I I ♦� 4 ALTERNATE 3/16'ALUM i �J ALTERNATE LEG a'o,f� `•'-, �.�/ Or �/�,'.t 1 PDP RIVETS O 5'O.C. I ^LOCATION i (NONOPTIO- (SEE PNN GUA90 t ALTERNATE LEG AT'REM f.f'�T - I (SEE 1N01E•) ' i (HWY-STRUGTORAU LOCATION _ T ._�_• (SEE NOTE•)-• � I --------------- '� ---� i - `, I II ALTERNATE 3 ALUM.- 1 j j POP RNETS O s'O.C. { T AT NTAR. \. 214•EGM.: EJ .:__ __- -__ I' \ ,'�.• _.._ _-____ WOOD PUTc:-_•_ I ,�� I N S (3 I i REO'O. { i U \ 1 O - n ? ��J/1B'AWM.POP•RIVETS % t • �} p� \ 0 10'O.C.BOTH 9GE5 w �� •I VLSI �i ^•`'/ _ \_3/16•ALU M.PCP PoVEIS W)s-_.. _ 4 1~L o I,-'i =\'-�- ';f I ILO'- 'I o to'D.C.B0T.4 SIM 'I' fI L.7 j L^E/�-EO T !I / DE&REOILRED _EO..� L11 - j 2'A4'CONT. J \ (NO FINISH ALLOdE6) WOOD PLATE- 1/b'a s'-/4'TCKS SCREW ,I OR 1/4' 3/4'.00LT5 W HUTS' ,I'.. 1/4'a<3/4'RKS SCREIY REO'0. �I' �� I � / .i .` III •� W/5/e'WASHER OR G 5/8•'WASNCR O 6'O-C- COIOVECIt071 CO \ 1/1•X SN•BOLTS W/NUTS& ''' \._ Cs 5/8•WASHER G 4.O.C. \ L-2'AIN.C0. --•2'MIN,[D--- ' \-•�COfB(EQDOtI 03 '•I \��-WIVE FINISH I -WAIL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INUA LAS, TION SECTION 4W SECTION 4AW,O�M VFGM) SECTION 7W' �c'� 4`. '11. �,�i :• ./✓ FLORIDA BUILDING CODE (High &Non High Velocity Hurrieona Zone) NOTE• 'ALTERNATE LEG LOCATION AND M'NCHORAGE TO WALL SHOWN DOTTED. 02017 DLICOO INC. ORO"Of: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0.441&7 INSTALLATIONS DETAILS INTO WOOD IL Eeo�w�. FOLDING SHUTTER CORP. 0720/7 •' TlUJT TESTING t EHGINLERINO CONPANT 7089 HEMS1RLEi RACE SCALE N.T.S. r �'•t� 14 4 n�� WEST PNM BE-CH.FL 33413 17-082 Q••�'• .• �/,. �.:[:L7�I:N7t�-uu R1:$800-04]-0371 ..^f. ........... aca0uat - ....ram nwwn.w ORAWINO NO 1pE3-0006719 _ an WALTER ATROT Jr.P:[ 1 /OAiE FLORIDA Uc M"M7 mlNm CHECT II OF 13 L MOL SEPARATION TO T__SEE GLASS WIN.SEPA2NTlON I I �a 3 SCHCOULE t y TO OLASS Of :T I %i + WI SHEET 13) (SCE SCHEDULE av SHEET T3) � I �W 7 ori-4 1; 0PDORAi.RA:1+GUARD I (1'LON-STRUCTUML) a f 6 : //4'P.l•LEN ALTERNATE 3/16'ALUM✓�/ rnl= SCREW OR 1/10-20'X1' Pop'RNVO S. Q.c. S.S.u5 WON NUT"" AT REM. 91 WASHER O 4'O,C. -•G / n; Snlg 3/T 6'ALUu,POP RNElS n s O 10-O.0 80TH SIDES ECCE Of SLAB IF APPLICABLE EDGE OF SLAB AYCHOR LACATION.� h LEO CNIkC11W1 C7 �� �� IT APPLICABLE (SEE NOTE•)-'� ri Q 6 � ... - - •\�- . i I 2'x6'MIN.WOOD z A DECK RCOUWED t _ (NO FGIISH ALLMYED) I I CDPO}EC11ME W EUGEof SLAB F � EDGE Cr 2'MIN.E.D. APPLICABLE - _ _-l SLAB if 2'ULM.Ca. APPIACA@LE T SEE.UMiCATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I rMR.E.O.-= lY^I- -,"UtN.E.O. I iVOT FOR COMBINATION OF SECTIONS; SECTION 713W (BOTTOM 216'NLN.WOOD / 1 DECK REOUI-RED. 1- MOUNTING SECTIONS CAN BE COMBINED 1 (NO Fl111SH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. NUN.SEPARAl10N I! 1 FLOOR MOUNTING INSTALLATION 2•x4'CONT,WOW To °"� i' PLATE I �� i (SEE SCHEDULE 7AW (BOTTOM) NOTES- SECTION DH 5HM t3) -- Q 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.(SPECIFIC DENSITY OF 0,46 OR EQUAL FlK'SH (3)4/16.°uc EO- I-•-EO 2� 2- SEE SECTIONS 6W k 14W FOR MAX.A.S.D. DESIGN �of i �a SCREWS W/'2 1/2'LUN. U!"L fJ1 , o i� 10i1 PFr+E1RA710N u uuTwmm I PRESSURE RATING&SPANS m T � —I'.4'.I/a' (2')OF RAFWJORUSSES ` f 1 6063-Tfi CONE. - ��� AWNINUN ilfdE 1/4 ..4-(6063-T6).FLATS, i y _ ILIUS LNC2X WOOD 11 l 0 1 PLATE W/1/4'0.1'TEK ' y-1- TRUSSES',OR RAFTER Srv.IO O L'O.0 W AT 24'O:C.MAX. ,UoC_ BETH OR 1 (0063-101F1AT .500' ` .``h�,�I'i t., Q9'. 1I1•`' .'ndpi A96 LIM P11LATEW/ /4'0.1'TEN lZI 1/4'o TAPCON Qa 1/4o CRETE-FLEX Ii, �-• •t' ',- --I,n ANCHORS N 114 HOS W000 SCRLIYS CA 1/4.0 BETWEEN TRUSSES, j n ^ J --�-- /. EDGE(IF APP..LE) NDS IAC SCREWS AT IODW.DTH OF,ED STUD:W/ 2 1/2•Nin-THREADED PENETRATION INTD'.WOOD STUDIr r `, I 1/4'o.3/4'TEK (2)ROLTL.F+YlDR4 /4'MAX.PLYWOOD E7t6TING SOFFR ` �T L- -f SCREW OR 1/-'-20 X 3/4' �. S.U.S.m/1/2'0•S/a'LONG t` 1`1 ro.�-EO.+' ��ALISW!NU15 h Q855'0(NP.) l� NrLON 9USH:NL5.W/102).ANO-1'L014 '� �', —I/1'6.,3/4'TEK S,&SO.0 6 0.0. ( ro (Tro.BOTTOM).EXCEPT AT-ROLLER MOUSING @to `_ M') mOUNT TO ,IJOOD STUDS MOUNTING INSTALLATION 0.373-LO11C NttON 13USKM W/A Dow O-D. 01.245' 0.500- I T. INSTALLATIONS DET-AII:��-:-. SECTION 1�4W (BOTTOM O.D.ANO 6248'id MIO 0:1 GT'X0.220' ' O323'LcnC ITOTIOM MIN.sEPautlon ' i6'6JD �/? •UAX. A•S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO CLASS WEATTTHHER a INTO WOOD;�.�: J 0,245'Ld, (SEE SCHEDULE STRIPPING EA q •••c:tjs•�•. - FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) (1YP.) GN SHEET 13) SIDE(TYP,) or fA, - SCALE N.T:S_ ( Q2017 DgEOD INC. I T No44167 TITAN 11 FOLDING IMPACT.PROTECTIVE ""'6T; -SYSTEM S E 'S1 ; .- HEADER TO TRUSS MOUNTING INSTALLATION �T. IL E C O ewe. FOLDING $NUTTER CORP. °'wn" r}T '. 4J I TILUT TESTING ,EN0INEERINO COUPANY ST P�R�T'LRACE 334 SECTION BW (TOP) ao;•. A .•'• "'�^a Xy'�* 4p^^ n 14,44 WEST PALM aFALN.n 334,3 17-082 `` n..�(11174N-LANA.;...:(IEIyTI_,+11 RI:,BOO-613-6]71 ( /T 0 -(�`�11' a-mml�:Utta�to0o9.com m,ld6nplwum,wm 6MYui0 Ho (MAX. A.S.D. DESIGN PRESSURE'RATING +60.0, -60A PSFWALTJ A Run LIP. A � /OATC FLOW U.,j4A 167 w/y.a n SHEET 12 OF 13 MAXIMUM WIND PRESSURE s.4.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE ND AND CORRESPOING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN, EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) ml.) woaewu s1ATs sPANs p MW AAAonAlttcCONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.O. SHOWN ON ANCHOR SCHEDULE '` '11ac vosrma 16WIVE AT f� CON. ANCHORANCHOR ANCHOR N�') PFEj6eRE PeTS982 A.6ortm .ANCHOR .TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK IF t,"1 TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144:0'1 144" 180 lb ft A B C A C E A C F 60..0 so' Fs-lb/ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B f A C 35 psf 100.0' f00' 146.Ib ft C7 6 473 LB FT _ 418 LB/FT 236 LB FT 202 LB/FT 383 LB FT 432 LB FT 9 417 LB FT - 1 88 LB - 134 LB FT 144" 144" 210 Ib'ft 12 387 LB FT - 334 LB FT 166 LB FT 142 LB Fr 271. LB FT 347 LB FT 6. 461 LB/FT - 4 - 202 LB FT 60.0" 60" TOO Ib ft C2 9 456 Lem - 362 FT250LRFT190LBFT318LB FT 12 375 LB FT - 334 LB/FT� - _ 142 LB/FT 40 psf 100.0' 100" 167 ID ft / . . .380 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 Ib ft. 6 525 LEI/Fr - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT'443•LB/Fr 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.00"' 60. 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 8P-T- C3 fi 496 LB/FT - 375 LB/FT 236 WFr 202-LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf 74" 97.0" 187 Ib 3 1813 LB/FT - 1572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6. 469 LB/FT - 375 LB/FT - 202 LB/FT t t 9. 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144' 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/FT .236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/Ff - 134 LB/FT 60.0' 60.0" 125 lb/ft 3 972 LB/FT - 682 LB/FT '389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 fi 561 LB/FT - 4413 LB/FT _ 202 LB/FT 99:0" 69.0' 187 Ih ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 1.43.LB/FT 103 LB FT 3 912 LB/FT - 682 LB/Fr - 364 LB/FT so P6r loD.o' too.o" zo9 lb/ft LB/ FT 120.0" 250 Ib/ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9. 226 LB/FT - 224 LB/FT - 83 LB/FT 144" 140 300 Ib ft 3 843 LB FT 670 LB/FT 243 L8/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 .6 339 LR/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0 138 Ib ft 9 273 L8/FT 325 LB/FT 215 LB/FT - - 138 L8/FT '102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0' 81.0" 187 Ib/ft CIS 6 410 L13FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf T.R.0' 100.0" 229 !b ft 3 1822 LB/FT 975 LB/Fr 648 LB/FT - - 414 LB/FT 307 LB/FF C6 6 332 UB/FT 378 LB/FT. 323 LB/FT - - 71204 :2 137' 75 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - _ - 114 LB/FT 153 LB/FT 3. 663 LB/FT 756 LB/FT 646 LB/FT 600.."0' 60.0' 150 Ib ft 3 134' 330 Ib ft - - C7 _358 02 LB/FT - - - 4 232 LB/FT 236 LB/FT 183 LB/FT - 1 LB/FT 4T 244 LB/FT 152 LB/Fr 204 LB/FT C7 3 310 LB/FT 315 LB/FT 244 LB/FT 80.0" 80.0' 200 Ib ft 2' ^- - - - - - 305 LB/FT - - 60 psf ipDA' 100.0' 250 lb ft 12 491 LB/FT 596 LB/FT, 409 LB/FT - - 265 LB/FT 168, LB/FT C8 12 388 LB/FT 450 LB/FT '409 LB/FT - - 115.0" 115.0" 288 Ib ft C8 B 736 LB/FT 894 L13/FT 614 Ls/FT - - 397 LB/FT 252 L9/FT 8 582 LB/FT 691 LB/FT614 LB/FT - - 531" 1346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 L.B/FT 336 LB/FT 6 777 LB/Fr 921 UB/FT 819 LB/FT - - 59.0" 59.09.0 Ib" 160 ft 65 Psi 92.0" 92:0" 249 lb/ft 100.0" 100.0" 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEOULE O SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 IC ft 60.0" 600" 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 PSI 100.0' 100.0" 292 Ib ft NON HIGH VELOCITY TYPE DESCRIPTION SLAT HIGH VEE ZONE HURRICANE ZONE A CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 418' 374 Ib ft SPAN HURRICANE ZONE 59.0' 59.0" 187 Ib rt ZONE 1,2,3' ZONE 4 A 1/4'0 TAPCON W/ADVANCED 3.50. 2.50" 0 N/A 4.00" 4.00" N/A f4/A 75 psf 100.0" 100.0 313 Ib ftTHREADFORM TECHNOLOGY 117" 1 114" 387 Ib fl 5'-10' 2 T/2" 1" 2 5/8- 80 PSI 113" 111" 400 Ib ft AS LESS B 1/4" 0 It 3/4" SOLID SET 3.50' 3.90" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107' 1 104" 424 Ib/ft >5'-10' i" 2 3/4"+ 100 psf 10T" 99" 447 Ib ft TO 8'-3" 2 5/8" + C 1/4" 4 CRETE-FLEX 3.00" 3.00" 0 N/A '3.00' 3.00' N/A N/A 110 PSI` 94" 1 90" 1 465 fb ft 120.psf 87° 1 82' 1 484 Ib ft1/4" 0 ITW-BUILDER 130 psf 80" 76" 483 Ib ft >8-3. 3 1/2' 1" 3 5/8' E TEK SCREWS N/A N/A N/A 1.00' 145 psf 74' 70' 484 Ib ft TO 12'-0' 150 psf 69" 66" 453 Ib ft I,f17 F 1114 NDS WASCREWS OR N/A A AS DEFINED BY ASTM E-1996 STANDARD. " 1 4" NDS LAG SCREWS 160 ps( 85' 62" 4B3 Ib ft t(,�%. 111(/' ANOTES + IXCEPT THAT 3. 5/8" SHALL BE USED " i ' FLORIDA BUILDING CODE (High &Non High Velocity Hurri.on.Zone) M WUN A410WAME PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �� •'•,� �'. CC 20n TILTECA INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM """N By' GIVEN,POSITIVE AAD DESIGN PRESSURE RATING. 4, 4A & 7A- L.1 NA)L ALLOWAPI:C PRODUCT SPAN FOP.A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 07/20717 RATING. IILIEC O twc. FOLDING SHUTTER CORP. DATE TILLIT 7E"HO�k ENOINEERING�COMPANY 70W NOISTR£ET PLACE FINAL NA%IIAUM'ALLOWA9LE PRODUCT SPAN IS '.'�•'+, ��• Ait!Kw.x07. SW»'AAOM/i r+AWABn s1IM AW PAW.eCAM FL 33413 1 7-082 EIM TO THE MII11114M DEIERIAINEO FROOUC7 ly w..:403wb+-Ism.r."::t3¢Pf+-w+ PN:71mo-ers-ant SPAN BETWEEN Lt"AND'L- •.(,I �: -rrsA:,0R4�TCRco0eol.ccm w�v.fol®nganvtwamm 611AWN4 no /d`A'..�Q�y� •� ,S' EB=0006718 FIA)RA A TRLT-67 r1< 1l.OR04 Uc.p u167 nuu-n+. s+uEr 1]OF 13