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HomeMy WebLinkAboutProduct Approval • Florida Building Code Online Page 1 of 2 Ru ,' i SI Professional ' -go Emm Florida Departmentof BCIS Home i Log In User Registration j Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff j BCIS Site Map Links I Search Busines Professi I eIt-113roduct Approval USER:Public User Regulation Product ADproyal Menu>Product or Application Search>Aoolication List>Application Detail o FL# FL17080-R1 �� � s +i] Application Type Revision Code Version 2014 Application Status Approved Lucie c I'B'C' U-cunty, FL Comments Archived ❑ � , � r� � +� , Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet 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 ® 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-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuildiniz.ora/pr/t)r app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# 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 #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.odf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-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: IM eC t SCCUt.t AtITtICS' httr)s:Hfloridabuildina.ora/Dr/Dr app dtl.aSDX?Daram=wGEVXOwtDav2aBOnHnOOe6r1Z... 7/1/2015 4 (�FNF ► 1.TXTAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN, COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(F"AND OUT OF THEM(NMMZ). - 1/4'0 TAPGON W/ADVANCED 7HRFADFORM TECHNOLOGY,OR 1/4.0 CRETE-FLEX.AS UANUFACTURED BY TIW/BULDETC, INC 8 ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR f 14 NOS WOOD SCREWS OR 1/4.0 NOS LAG SCREWS. .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IBM(FMI'I)&1809(NHVHE)OF THE ABOVE MENTIONED CODE, FOR A BASIC WAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A,DIRECTIONALITY FACTOR N=* Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE COND1111M ULTIMATE DFSING WW®LOADS DETERMINED PER ASCE 7-10.SHALL BE FIRST• C•1)MINIMUM THREADED PENETRATION OF 1/4.0 TAPCON OR //4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR R IEDUCFD 10 A.S.D.DESIGN WIRD IN=IN MUILIT LYNG THEM SY 0•E IN o(mtR TO COMPARE!THESE W/M•(A&D•) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHIA L BE 1 1/2'FOR Cf THRU C4 AND C6 THRU C8 pgF5A1lE RATfIkLS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED DESIGNPENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TD VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE N 0.P) MINIMUM[DQE DISTANCE OF_1/4'0 TUIPOON OR 1/4'0 CRETE-FLEX OR X14 NDS WOOD SCREWS OR 1/4'0 NOS ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE WAS BEEN VERSED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST SPOKE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 162E& 1809.1.2 CF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGWEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANFIS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H-T-L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-20.3,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1816& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE, FY=33 KSI(MIN.)MAT77RULL. 2. STAINLESS STEEL SHEET METAL.SCREWS USED AT SLATS(1)&(0 SHALL BE# 10 x 3', 410-M MINIMUM SERIES W/ 173.6 lot YIELD -1/4'0 ITW BUILOEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 kei TENSILE STRENGTH,SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTE& MANUFACTMED BY WHITFORD Co,BOX 507.WEST ONES,IR PA 19381. 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 ITW BUILODX TEH SCREW 1-. FOR 6063-78 ALLOY AT SLATS SHALL BE Fy=25.9 ksi. 4•ALL SCREWS TO BE STAINLESS STEM 304 OR 316 SERIFS W/50 ksl YIELD MR84M AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL CfW/BUILOE(TEK 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 S. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS 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 ANSI 304 OR 318 SERIFS STAINLESS STET.WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DUROIG PERIODS OF HURRICANE 6.ANCHORS TO WALL SFWl BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT,OR OTHERS,MUST PROPERLY CLOSE AUL CENTERPIECES AND ENGAGE OR LOCK ALL LOOKS. (A) TO EXISTING POURED CONCRETE: 10•PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED THREADFOIBN TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN.fc-3192 psi. WITH SECTION 1710AJ OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. fh3000 psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE -1/4'0 CRETE-FLOE AS MANUFACTURED BY MCO CONSTRUCTION PRODUCTS TO MIN. fe=3350 psi, 11•FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY hmm BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. A7)MINIMUM EIA13EDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED I3Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE,SfTE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4•SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LFE SAFETY OF THIS NO-sO EMBEDMENT INTO STUCCO SHALL E (RELY EMBED. DE 0 7/ ) I SCREWS USED CONHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED THE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD S STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY 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 WALL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANES. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHITECT MICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &AL2 ABOVE BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PRWECT AND WHO 1WLL BE RESPONSIBLE FOR THE PROPER (B) TO DUSTING CONCRETE BLOCK WALL:ASTM 0-90. _ USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1/4.0 TAPCON W/ADVANCED THREADFORN TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER. INC.. - /4"0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SETANCHORS. (E) THIS P.E.D.SFWBEAR THE DATE AND ORIGINAL SEk AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. NOTES: ' THIS DRAWING SHALL ONLY BE USED TO OBTAIN &1) MINIIAUM EMBEDMENT OF 1/4'0 TAPOON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERUTTS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. `V`1VU111UILItliff"11 B.2)3/4-SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT.NO A � A,r/( /y FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG �: ••��CENs�;'•.`%% `T 02015 MIJ1EL0 INC. DRAWN Be MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ TITAN II FOLDING IMPACT PROTECTNE SYSTEM AAL/ILL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL. = ^ F DING SHUT CORP. n D T/te ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE * ZI I 60 O INC. TVW on1E SHALL BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. = _ , --0*,.�I TLLi TfSn NG&ENGINEERING COYP�M' ��T R� (/ em NA mw.4.s<..sa tnuM sitars n.avm WET PAW BE1[71 0.034iJ 15-014 Nn-,C�Ih tet.rm,HmsNrl-+vl FW-teoo-eH'. e�nalC 000671ad.cem _Jdd4gLUNe,acem DRAWING No F7U-(1005719 e.n L WALTER A k.TYLLITf Jr. ®"a y�AipAA •N rE EtoRna Lx./4415767 w.+. a sx¢T 1 ala aaat '�• 2441` amn• ate• a 2eaa• aq� � r9ae- �' • 2]1• b f.Y�o' (ID SLAT - Y SI1AT �T1VDOAT i— x7sa' aBE USED roR ALL INSTALG11IONS UOUJ—Ts 606J-T5 ALLOY ((�T'o —T AtcoY ® RIOR CE RPIEC ,INCLUDE PERFORAWNS AS PER (TO BE L1sm ONLY FOR tNSTALLA77DN5 DETAIL ON SHEEP J) 30 FEET OR HIGHER ABOVE GRAD£ Q AOR CLUMBEWCE 6 ALt°Y EE55 COMPONEN1S Zd, ?T &ll OF ENING 22 ON 6063—T6 ALLOY SHEET J.) 3.363• srr 2IJ2• 1961'- _ x743- AB]' �.JM 2311•TRA or aars xe7r - ® *AM HEADER 2" B.O. CE'IZ.I1�►G FADER 2�6 6061-T5 ALLOY S=/IItEAD . CK ,BOTTOM SILL TRACK Z� BOTTOM TRACK ADAPTER 6063-TS ALLOY bb L 606J-T6 ALLOY 606J-T6 ALLOY xe4e !2 IFU=i'ODOR COMPONENT a b t1 t2 .,. 2" 5"MAX. 0.125" 0.125" i • "t 1� 2' 4"MAX. 0.25" 0.25' .os4• °� © !' 2"MAX. 0.052' 0.062' ALT._ BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD ALLf�� ANGLES RAIN HOOD 6063-T6 ALLOY6063-T5 ALLOY 6061-76 ALLOY -TB ALLOY J�• COMPONENTS 92�, FLORIDA BUILDING CODE(High& Han High Yetocity Hurricane Zane) ••••. 02013 itim MG TITAN iL fOLD1N0 IMPACT PROTECTIVEISYSMTMM /W.L W/10)u-O=L ACETA& �LOCXING TTIBESFOLDW SHUTTER CORP.2ap0• * tlE�C O� o33zags 6t7n xe rtne>C E RPIECE CORNER OST =*''�'�i a� ;c> = k*.��I,, ar.�m.�+ a ar,m o Fsr rw+eF�al n auu,aP fJS Paan.,(asMJ Fa,c PH ,eco 6a nn, 5-014 6063-T6 AUOY Q. �'a '-'ncc-0aa67aIuT6NG e�13 28 I/a`LONG W&TO'w 07 ar.P.E msra na .R em.� \ Flonx u./41,W mt ie sU S IF l/1/1lIIt1111i11\ �roPurti i (3)ROWS QF i �meATT>t• ' r mae I i/4'M HOLIES r F�A1.SpACEb i _ �_ i i O d I pJy�DQT'i'� I -- i Z-CUP EACH SIDE TABLE t: SOURCES FOR�& 000.00 M S(r6tAyNrPtT�'sxN.E {' =i �i 20 ofON, (SEE rAD£f)D OO � wDO >MPROPERTIES � 54,B V MAIWA ME OD0 KNC� A>ower PlunC 00 UQAnON JF LEAN IMM FMN 00 000 I O p I i VIEWNG SPECIFIC CRAYDY ,isms 0792 0.047 0,/n' 0.043 F.1 0 WINDOW �sAiAaa-•. -r ok� TENSILE VI FLEXURAL STRENGTH ASTM 0639 9.400 pa.L &300 P.eL ASTM D790 FUDaIRAL UGDUUJ5 AT YEWASTM D790 340.096 pa.L 345,DDD P.1 2 s r 2p I 1,' yt�vn SNAP-IN END IDy,�•,L. t.OpD" ; ; ' n aF wrNta TTQAr NOTCHED IZOD Asim D250 t8 FT-m/n 17 FT-M/I. ANA: (SEE MILE 2) . SNOKE DENSITY ASTfl 02843 47.2 x 64.5%VA N I RATE OF BURNING ASDL D835 C-1 CLASS C-1 GLASS SELF IGNITION ASTM 01929 1046'F 980 T SLAT WWDOW = I SLAT WINDOW D.OSD'TH1CN ASTM 0153 14 DOAROCIVAM WE~A ENSITENSXE STRENGTH AFRER WEATHERING AM 638 9762 P*J. 8810 Pail. 2 , , 1lE 1i1RES5 BEFORE WEATHERING ASDL 878 8481 P.ci, 8880 P.e.L NOM' r.00OI - I i -ANY.(2)WINNOWS ANY HE W ONE SLAT SPACED `v o0 i '� I av- i I A AMMUAF Or 24'APART. NTI H 12'MN.FROM N I ; ENDS OF SLAT TOP h DOMIC %XTAM4ewsmiD Amami, TABLE 2: SOURCES TO RFOR MDR AT CORNERS OF PRODUCL SrM,1, D PASTER 72XX.CdtPAY/ Sl+/1ItM rAtPROPERS BLItCKxNiM4tOBNVsPARTFDB p NEAp 0000 vA>70 IT) 0a0 pp PNt5CN: SLAT'S O O SPATS SPECIFIC GRAVITY ASM 0792 0.042 ib/h' NNLLCN 00 i KN , MEWING a ICHAMI eN: ry gyp) • p • ryPI I Ii ; N4DWo � TENSILE YIELD SPF--NH ASTM 8638 11.500 pe.L FLEXURAL STRENGTH AT YIELD ASTM D790 15.00)P..J.QaI (J)RO5 OF FT27uRl u0ants Au 0790 1o,060 paEI / r HOLESpp fQQ SPAM , L____ I 1rNH.af&gwis I •T�APS mauYDI ' IZLa.CraaNes i .ats' NOTCHED iZOD ASTM 0258 GO FT-4b/-. �eonbM I TH TO mEr rnTI9A1 DtAECTNOAt£ m+><' , oasP /SDI CoEFfidEYT 1eym_.2TNE5: W 0y{ CLIPOF 1TiERLtAt.EXPANSION AMU 0586 55 a 10 21 �_ Q ETAMMABILIIY to 94 M�•-+ C.[iU CLIP uE111Nc 7T]uPEATURE D341e 50o00 T TO BE USED AS AN QPMN FOR ALL 1NSTNLAMAIS jffAT WMQT ELF'YATIO_N UNDER LARGE ADSSRE:ANY INCLUDE PERFaO4TION5 AS PER THIS DETAIL -ua. INNL10115 ANY BE W ONE SETT SPADED TYPICAL I A SLAT WINDOW DETAILS HW.24 APART(A4LY.EVERY 10 SLATS). Q VIEWING WINDOW & I 2 CLIPS TYPICAL ALTERNATE PERFORATED ('SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVA77UN (LARGE MiSSILE IMPACTS «S /p FLORIDA BUILDING CODE (High d0 Non High Velocity Hurricane Zone) +�����,•"""' •.,dp�ir/ 02DIS DLTECO ma TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN AIL ZDATrFOLDING SHIRTIER CORP. �i16/15 cj 7n.LR TESTING At ENGINEERING COMPANY 7039 HOISTIM PLACE _- aaTe ww.ase.1 Sas am,NeaMM arRW1I1 re 3atee W7ST PALM DEIM FL 33413 • A��� = rx..,poa ar+-rss.Fn:CaPsxat:av 14t 1800-843-09TH 15-014 A.•1 Oaf,tiNacaooai evm WartaA>gdruUwaeaen OPAWM M. lE-OOOG7f9 r HALTER A 7A11�Jr.PX- ay.u eekan,r eat Lay.r maw�a eoa "% 1„1,1,• ' , ` Ei.ON1DA tFa/44167 Q+.va a 9tEEi J OF 13 •. m,o.,a4utttttt L e • 7 2 3 4+ s 6 7 A � 6 ' O' \.,/•®+ 13 A 2o W/ 1<J3 ,16 ,QOR 19 ¢ 0 g �t W dO O.C.FOR PANS• 1` ` ri "Z ♦ NOTES ON @&LOCKING TUBES AT@& _ jOF TO 99` 1.TWO (2)@SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" D.C. FOR SPANS UP TO 99`. USE THREE(3)�5 FOR LARGER Ei USE(3) AT 30`O.C. SPANS SPACED AT 30" D.C.AT ME I'S COMPONENT��`y MAY BE v of FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES y THAN 99"UP TO 94,V 0R�. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. vWi Eca 2. (2) LOCKING TUBESSHAL�.,ALWAYS BE USED TOP &BOTTOM AT NN PRODUCTS CENTERPIECES 4 LLOEREyV{{�E75�))A7 Ail tNStAtt.kTIONS.LOCKING TUBES * OR S (2: ®SHALL BE SECURED W S AS SHOWN ON SHEET S. i 1 SEE LIMITATIONS FOR®ON SHEET 2 t -SEE END CONNECTION DEVILS , ON SHEET 9 TYP. rE FOR S r + CONCRETE GONCRETE BLOCKOCK OR `!,J � WOOD INSTALLATIONS. ® �+ i 0 + 10 + @ + t i NLIMHED WIDTH - PI,AL ENATION a 46 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A &78 ON SHEET 7. SEE SECTIONS IW & 2W SEE SECTIONS 4W, 4AW &7W aN SHEET 11. `�ti'"R ,T)Q f j��4y SEE SECTIONS 7AWr 70W. SW & 14W ON SHEET 12. �� .• e/ i" FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zona) Ste: \l�' fi �2ata TaTE�e1C' TITAN IF FOLDING IMPACT PROTECUVE SYSTEM 6PAari 9r: 4167 �= Ao./" FOLDING SHUTTER CORP, � y��'J .•tit v 7iA 7EST7Na S ENGiNEEFattC COMPANY 7664}£lbtPF1.1 P1ACE •,�tCt3. ave N«.aye.s.,'-Z.uaat�aoaeaa n.ansa WEST Pun WJctt n-33413 15-014 nd»r iL Ut- oLwnry-t:ur ww.tmga�v*-ft�.mro aaAfltN6 N. WALTER tilUff 1Jr.P.E, at.v. mewls mt e. mna '' 7d{�Y • ...i� nmvA Dt./4ftd7 w+w a SNE}7 1 6T f3 s POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. OPTIONAL HOOD POURED CONCRETE DUSTING NON STRUCTURALLL TIOWA OPNAL RAIN HOOD cn REQUIRED. TRIM(DECORATNE HEAD) 001ddBCTtd1 mow THICK S.S- (NON-STRUCTURAL) y (NON-STRUCTURAL) (SEE SHEET 13) R4LLFR HW57NC y 1.IN2500'MM. MIN. ED. / / ak W / OPTIONAL j RAIN Hoon •3 % (2)N �-1� (mmmiloN C2 SEE sHEEr 1 - (NON-STRUCTURAL) 0.855.0(TTP.) 1 $ 1 1 13 1 7110 x 3'SS.S.N.B.W/ W 0 is ALU..POP RNETS, _ 0.373'LONG 6.1 3/18'ALUM. a 10.O.C. 1 (2'x4'MAX) 1 BUSHING W/A 0.0. DONE- POP*NETS. 1 LONG TOP sEcnoN a.sco• 0.1e3l0.270• 0 19•D.C. � 1/4•o RW BunDEx C.D.AND 0.24s'rd.Aw s0,030• TAPOON W/ADVANCED 1 0.223.'IDNC BOTTOu ULTRAFAB 1 MEL SEPARATION 1HftFADF0b1 iEv xolDGr 1 1 SECTION 0320'OD.Ab WEATHER _ POURED CONCRETE TO GU155 fy �T/4'0 Dm 1/4'0 a 1'TDt 1 0216'Le- fW )EA. OR CONCRETE BLOCK (SEE SCHEDULE i Of 5 '�' I SCiiEW OR 1J4e-2011' 3/la"AWM. I or WALL REQUIRED. ON SHEET 13) �d �E-RD( W/1 3/4' 1 S.S.N9 WfRR NUT Q POP RIFTS. 1 ®t �(` Mx.ENBEDMFNr a 0'O.C. 1 WASHER a 4•O.C. 0 fB•D.C. I or 1 OPOURED CONCRETE R CONCRETE SOCK 1 y ®t 1 MN.SEPARATION WALL REWIRED. I Of d TO CHW 0f (SEE SCHEDULE ''®t W t I > ON SHEET 1S) NTN.SEPARATION m 1 •�' / 1/`�(SEE SCHEDULE POUREDDC ONC RETE BLOCK ; ON SHEET 13) I Of WALL REOl1RE33_ OONNEMION C2 n' I 1/4'o x 1'TEK ®t (SEE SMELT 13) 3 1 SCREW OR 1/40-20•X1• SS YS MIH NUT k WAS O 4'.D.C. 'bRf W/1/2.0 TFN DA/103B.S.S.NSNCED aY 1 o Y xt',ANG NAAN BUSHINGS (SEE SHEET) . nom•�°"•AEX EW WALL FACE MOUNTING INSTALLATION CONSTRUCT[.PR 1 ,3 (SEF SHEET 13) L011G(TYP.TOP).DfCEPT AT CRETE-FED( W/f 3/4' T:a�R HOUSE mpa SECTION—2 1 u•x4•Max) MN.EMBEDMENT`O 6.D.C. WALL FACE MOUNTING INSTALLATION DE5A aae 1/2• SPACNO uR�A010 ' SECTION 1 GROUTED BLOCK REWIRED N/lI1.000 2.500 MDI. (MIN. r-2 lol GROUT)OR MIN. E.OM-NG NON STRUCTURAL PW D CONGA EfE j. WALL TRIM(DELORATNE SILL) 0 6 ANacR SPACWC STAGGERED ANCHOR SP CNG DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE 1q1� Lµty�tq' ).,Ax. S.D. DESIGN PRESSURE RATING = +65.0, -90,0PSF & CONCRETE BLOCK °' iF+`I11[////p FLORIDA BUILDING CODE (High & Ron High Velocity Hurricane Zone) SCALE: N.T.S. --- .T.S. '•` ;d��� 02015 TILTECO IW- TITAN11 FOLDING IMPACT PROTECTIVE SYSTEM °d`'"fN � P'•' EN••' AA./M.L N..,c FOR CO,oI.,Annu OF ecY_71nus• * E.O. =EDGE DISUNCE = = ® o3/Tn/15 mid �•X//.� FOLDING SHUTTER CORP. P1,E 1- MOUNTING SECTIONS CAN BE COMBINED ( _ SEE SPECIFlCATIONS ON SHEET 13) = W P M BEA EEi ILPLACE 3 IN ANY WAY To SUIT ANY INSTALLATION. :a TIMET TESTING 8 FNCINEQNNG COMPANY W^uT PAW[E1'CII.R I / - nxi c aar.sa sw 0aa.vxaml"Nmaes n.11,Aa 15-014 •I S •pta7sr,",sn-TED,t0m�,_,sn RI:160"-tW�371 o'• F i . �� I OP'•:�44`� "-mam-O0191.mm n.r.Tddnvdl Nea.Oan ORAMNG Ib WALTER N Ft SEE UMITNTIONS FOR®ON SHEET 2 -+,y, • �4 A %U.f 3r P.E. ryI ALTER A lR /44167 mAN°M. SREZT 5 OF 13 1111111111 .. .. 1/4'1 x 3/4'TENS SCREW OR 1/4•x 3/4' •BOLTS W/NUTS&WASHER 0 6.O.C. —v 0.060'THICK SS. POURED CBIi�WO y ROLLER HOUSING F NX SEPARATION 1 CONICRETEREQUIRED WALL / NHL SEPARATION OPTIONAL RAIN"ODD I�—(sm SCCHTO EDULE (SEE sG'I#VUIE am"ECTICIN C4 �• (NON-STRUCTURAL) I ON SHEET 13) yf at ON SHEFf 13) Aft,or �S ;3/#'•ca•TQ N,us.T.ON WBUSHRaLS ALTERNATE 3/16'ALUM. `T,'7'Y ALTERNATE alss'uUA1. Yom' 3 o lTn•70P)AND 1"LONG Ct* POP RMI 0 5'O.C. POPS O 5'O.C. Hour G,ow.) AT ROLLER 1 (ROL[ERS �- �- I n S 1 I I, ! / POP_ I O S 3/1$•ALUM.POP RNETS YIE• I n�W O 10'O.C.BOTH SIDES �a 0't0'O.C.BOTH SOPS ' I.E rANCH 3/16'ALUM.POP /10 x 3-S5.&US.W/1 ORIENTATION 1.:J RIVETS O 1&'0.0 0' 0.373'LONG NYLON BUSHING W/A 0.130' 1 MM.SEPARATION 0.270xO.O30' LONG TOP SECTION OSQD' ULTRAFAS MIN.3/4-PLYWOOD MOT.3/4'PLYwoCc O.D.AND 0.245'F.d.AND I TO CLASS g REQUIRED 1/2•LRH. REQUIRED 0.1+93-LONG DOTTOM (SEE SCHEDULE STRIPPING EA, f WEATHER or /1/#'f 7`APCIXJS OR SECTION 0.320 O.D.ANO ON SHEET 13) SIDE(TYP.) ®'. 1 N ANCHORS r 0C. "j 1/4-THRU SOLY W/ 0.248•Ld "ASHEN &NUT 0 10O.C. 1/4'THRU DOLT W/ S - EACH Sm I POURED CONCRETE OR WASHER&NUT O 5'O.C. CRETE"FLflf 0NS Oft AN7i0R5 8'O.C. CONCRETE BLOCK WAIL 2x4.OR 2x5 x1/8" POURED CONCRETE OR 5'.3x1 ALIERNAIE 3/16•ALUM. 1 Or REQUIRED 6003-TB CONT.ALtiii. /8'6D63-TB CONT. POP RIVETS O 5'O.C. t ANGLE CONCRETE BLOCK WALL ALUii,ANGLE OR EENT PLATE REQUIRED "T j� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECLTION 5 INSTALLATION SECTION 6 IMM.AS.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.A,S.D.DESIGN PRESSURE RATING= +66.0. X66.0 PSF 9 a� w 3/16"AWM.POP RIVETS O 1 MIN.SEPARATION S R 10'O.C.BOTH SIDESt0 CLASS t� �(OEE SCHEDULE ONN SHEET I }� ... 1 ALTERNATE LEG&ANCHOR ppf�,ar C3 ALTERNATE LEG ORIENTATION (SEF.SHEET 13) &ANCHOR ORTFNTATON 1/4'f x 3/4'TENS SCREW W/ POURED CON(3iETE OR 5/8•WASHER OR 1/4'.3/4' CONCRETE BLOCK WALL &OLTS W/NITS&5/8-WASHER O RE12LARED BUILD—OUT FACE MPUNIING INSTALLATION CONFIECIDON a SECTION 4 u 0 EQ. £Q. 1/4'm X 3/4'TETE SCREW POURED CONCRETE OR OR 1/4'X 3/4 DOLS W/NUTS CONCRETE BLOCK WALL &8 8'WASHER 0 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE ImQQDIRD & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE: N.T.S. 11 0 AA SOTTO FLORIDA BUILDING CODE(Nigh& Non Nigh Velocity Hurricane Zone) i ♦♦P~ EN `�9�: ®2a1s TLT£m LNC NOTE FOR GOSiTITAN N FOLDING IMPACT PROTECTIVE SYSTEM D MBIHATON OF SECTION * E.D. s EDGE DISTANCE S�;'•��G Sc A.a/M.L T- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. /.C V/�INC. FOLDING SNIITi'fR CORP. a3/10/1s '� DATE '1fC':l�� TTtt1T TESTING h ENGINEERING COMPANY H068 1336i18ET MALE It SEE LIMITATIONS FOR ON SHEET 2 Sr Q ,' y "w°a. `M-B"+a1.vrnia o�o.A a 31,.! NEST PAUL BFJ"I R,sura (x1s)B'Ft-,sw.�.(!05).1,-,v, PN:t0go-643 71 15-014 • „� ` •-mo®4Tte000aN,mm ew.feUNyd.,He..ra1 ORAWDIO tb ` WALTER AiJr.is P.E. m,.r un ar.r ®nmr art FLORRX LRt 1 44167 .s•W�e x SNEp ff{#13 fflf!!!IltE11tH1� POURED REQUIRED COWECipN C3 0.060`TIOCK S.S. IROUER HOUSING om-ST RAIN N HO ixdw-sRucrutw-? (z)Nriox410.3-S.S.S.M.S.W/t/ro ROLLfl7S 0.S551R(T7P.) x3/4"LONG NYLON SUSHIM (fyp.TOP)AHD T"LONG I:* 8 --. S0T1'OM),IXCEPT AT ROLLER ' HW:4NC(iYP:) 010 x 3`SS.SMS W/ 0.373'LONGNYLON 3/16'ALW. SUSNMC W/A 0.,50' POP RNETS, LONG TOP SECIIdN 0.500' D IB"O.C. O.D.AND 0.24S`id.AND CONT.O.iS3'x0.27d'x0.O30' 0.223`LONG BOTTOM ULTRAFAll HEATHER SECTICN 0.320`0.0.AND STRIPPING EA.90E(TYrJ 0245'Ld. t or (�) �t .9TO�°N Y� r (SEE$f2rEMILE AEN. AIM ON 413 ON SHEET 13) 3 (I{ TO CLAIM .'^. QONN SHEET 13) a t M1N.SEPARATWN 1/4'•x I`TEK SCREW OR 70 GLASS a$ OPTIIXRAL RAxL 6OA4a 1/40-20'x1"SS MS WITHct[�7ff (SEE SCHEDUIE (NON-SIRUCTURNJ NUt t WASHER m 4'oc. ON 9iEE>'T3} o tr�1� ALTERNATE 31,16'Ati)M. 3 POP RHES O S'O.0. AT IWAP- OPOONAL RAIN CUARO � � (NON-STRUCTURN_) w .Q, ALTERNATE 3/1 S'ALUM. s ALTERNATE t.EC ' .v POP RNET$O 5'O.C. a LOCATION WTTFI of LE J/T6'&UM.POP RACIS ANCHdR �d Q AT REAR. -% 9 9 . '.�.' O TO`O.C.BOTH SIDES (SEE Sf#ET 13) jt 6'ALUM.POP RN£TS 0 1O`D.C.UBOTH$IDEA .EO. *IAB FF EDGE OF r f Appit IFe E SLAB E POURED CONCf7ETE ' REpUIRFD ( 'SEE 5HW 13 APPLICABLE 0. POLIREO CONCIZtTE POURED CONCRETE .! REWIRED. MIN.E0. REoum C000m"CS 'MIN.E0. +MAN.EQ. (SEE SNETCT 13) •MM.E.D. 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 BLOCK SCALE N.T.S. !/r FLORIDA BUILDING CODE(High &Non Nigh Vetooity NUrdcome Zone) NOTE FOR COMDi TION OF sECBONS: # --- �� ,..\CE�s 02015 T1LTE00 INC_ TITAN It FOLDING IMPACT PROTECTIVE SYSTEM E.D. d EDGE DISTANCE y P; F 1—MCUNTING SECTIONS CAN DE COM INED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. 97j10n5 IN ANY WAY TO SUR ANY WSTAILATION. = IL EC Q 1lIC. DATC .*• � ;"OC T1UJ7 TE5•D�M+O d<£NCLNEERMO COMPANY 7059 RELSTRW PUCE T SEE LIMITATIONS FOR ON SHEET 2 Z�. vnvrA pIm[mA n'S,9e WFST PAW 6FACR.It 73413 SSSIIARRR R"" ,-150•ib1`�'1a"_,� PrE LB9a-6Ra-Ssr1 15-014 (�S mol:t9leeoo9tl.eem f ....eWNg,hutpmamm t7ua1ND NO • '49 WALTER�A i4.P.E. mean m[ mv.. FLO'.U4 0 44167 m m.m .Nam x SNCET 7 OF 1s SS a 1Mbu.;�mg11��\ 'Pour"coNLa+E,c . OR f ROM EaNOS7E eaoo•MAIL SPAN 11a1E PFIT 3!>4FLUIE Kam W"xEOLQED ( tomLxE'1 (a)aays Ir 1/4•�rAPm4s X X AN410R3 OTPJ(sEe nsanuA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (6)1/4'•3/4'�� ------ - ----------- ALLOWABLE TUBE REQ�DANGLE NUMBER OF ANCHORS AT r 44 tDROMOK"T. 0 0 0 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE tu0Elvlsvonus -- --"-'-------- - TUBE PRODUCT m�TeAum 0 0 0 o SIZE TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/P..3/4•roc SO" I/1•m,• SPAN TUBE TUBE TUBE o e on Y.4•a 3,r a Y w Stir 2 60' 106.0" 13 8 ' 1-791/C.lENniN 1 AlTs Aa MH0111 12xax1/a9s85.0m m AuaE144' 69-0" 13 8 g alH 80' 117.0' 17 10 3'd i% iormH Q pt t/r 2"x4"x1/4' 96" 110.0• 21 12 00W Sa EDO ANGLE Dig F (� XLPL p t Did TUBE EA .1 144" 91.0` 21 12 r 80' 109.0' 17 10 TMCAL 0%M SPM TUBE MOUNTING INSTALLATION (TUBE AT TOP) 2'x5"xt/8" 96' 100.0 21 12 5� x 144" 61.0" 17 10 sxe IUJ: SPAM 4 to 1eL 80' 124.0' 21 12 �.(w.7 PE1eIG rvrr +/a'1tP• 2"x6"x1/8" 96" 114.0' 21 12 8 pi 144' 93,0' 21 12 VALID ALSO FOR MIDHEIGI(T TUBE INSTALLATION ONLY WHEN 7HE SUMATION OF THE 0/41.� ©t ram �I/ le * SHl)TfdS HEIGHT ABOVE&Bm WN ONTNOT EXABLE 1C®THE MU. PRODUCT SPAN (�sde0u7 Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 3 MAXIMUM t/4•r.3/4•TEx salnv o 0 0 o TUBE PRODUCT ALLOWABLE TUBE RE LENGTH ANGLE NUMBER OF ANCHORS o s•oa SIZE SPAN 14' SPAN LENGTH EA. END PER END OF TUBE ------ ----- 14•"r 3tiY"r • - ------- -- -- --'-- 3•C.1/41 LENGTH GaAs Ts APER .8 AM./1K3.E 60 76.0' 13 12 sols-TG utor ($m soEnlnO (e)1/4'.31e TOMs�1, 4. y,�� E sw1 MeE PER SM"M Z'x4k1/8' 96" 6.0.0" 17 15 a � rt z'oe Larmnxo x t" y 3 144" 48.0' 13 12 on TED A ( R 11x4 p so" s7.o" 21 1e K=WALLTYPICAL ELEVATION (CUBE AT BOTroMI Ail TUBE MOUNTING INSTALiiT(ON 2'x4'.1/4' 96" 79.0" 21 18 SECTION Y Tum 144" 65.0' 21 18 (e)1/0.3/4'ms� sae..ra 4 In a o. AT a•'4G IIIItiiRIdWLLT. S.4•x 31Y v JS111/1' OyP BO" 77.0" 17 15 le1ETH aoaT-m AW1L NAIE T44NG MOn 1/r Tw- 0 0.14,A (ETasofnlxE7 L 2"x5"xt/8" 44. 70.0' 21 18 Ov.)M j r p t 144' 57.0' 17 15 ' 80" 88.0" 21 18 pt viB a 2"x6'xt/8" 96" 81.0' 21 18 144" 66.0" 21 18 Z Z F* 5 u o 0 o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4.4.314'TIXSCREW -------------- OR GROUTED CONCRETE 13LOCK WALL soca•wx. or= a 0 0 ------0 0 AO l � spm TI uar 0 0 0- ------ 0 0 0 �A"^�PER S SCALE:N.T.S. MAx.A.S.D.DESIGN PRESSURE RATING 1720 PSF 14•v 3w v 3 1/4• FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) MIX MILE C p*5 ISM szaWAE) ENSF'••.9�'�� a2015mmc0wc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM oPAI� &*. /10/15 r p 1 = C 0 m,, FOLDING SHUM CORP. °' I L EDAM Letn roGAtE ®DOC OR CONCRETEWXL REPMFD 314•er 3•Q s 3'x11/Y w • TILLJT 7'E5T1NG Q ENGINEERING COMPANY A'6T PAU1 BFim FL 9 13 lD1cIN 8DW-Ts.,,�,N+[SE Q`` ---2 1a.xq rosvu caws M1 AIDE 15-014 (3)t/4'x 3/4'IExS � TYPICAL ELEVATION [TUBE AT MIOiIOOHTI 9.' ,:14 -,wslnl-2030.rm:(mslEn-1' PN:uxn-G 7f AT r aG Lolxmuoou�Lx ' sF.9E• •s '� D QRI�P.�•C���� ER-0006712 l.�rn ..r.ramro owaMxG K. SPAN TUBE MOUNTING INSTALLATION T sFE wRAnoxs FOR®ON;;�T 2 � WALTER A ntt�T jr,P.c �^ ®•^d °'M Z Raaw LIG/44107 .+Aw Ia slc.Er s a tJ ;OW 1 • 1/4-0 M 1 3/1' MM.ED. D'""'GLA"(SEE 9W AKNORS 0/6.O.C. 13) . � _- StOEO SRNCNRE MRL E.D. "w.emma 0wJ XIVING RE 1J(SEE S1RET SfR101LMRE o'cvatW�taHa§ i'/4*..s/'1 3/4! 1/'x315-POP TM o cm) / ANOIom o,e•OX / /16•POP mm3 or t or I or OR 1/047.13/4" or 'M• TEOCS O 16.O.G• y/wI FA/��' I s.C31.ie_^v.. 1 90.01 90.0. 2 END CONDITION B0.01 3/t6•POP DIMS OR 1/4•O. , TEfmfS O 8 4 SH�WN ,G•oa / 0 9 1 "aaETOR 5 J <z) o so•a.c o EXTERIOR (sm NDfE') (2)0 m aw O.C.o MAPA TO 99 O M"WA.FOR UP \ HORIZONTAL SECTION 20 aro iµ �� 8 ��'&W �xD 9>~EM INTERIM / \ ,tq(ffiONO2.SEC710Np pRY ExI ) (EEYETts FXft7dQt) ROFTma OR 17(rtwoR) OR E%fO✓16Ii) PGP wrLTs 4 OR 5 6m-me L ALLOY 4 OR 5 I oa,/45�.i/a• l *WIY VARY AT LA4r STAT AT TRAPPED rbTAUATi01S 6�-T° '' I TEKS o 1e•oc oFMt 0 is'mm 70 SHO TAPCGN/CRETE_Etrx SHO t SEE LWAMNS FOR©ON SHEET 2 ANa to ANOIdS o,a•O.G To \ 3 D alum sIROCIURE _ / EY6Rfd..SIRUMFtE 2•, •carr. BUIW—OUT. Mm, 60,63-Ta Auw ANGLE E0. E4 END CONDITION \ J/16 FOP D35RM SmucruRE oa 1/4•Y 3/C TEIf'OR .END LOCK_ANGLE NUTS es12'oC..""' END LOCK ANGLE � HM9CNtAL SECtION H�H0AL s�E NOTE �- -I 2•a 2•�1/E•6067-T° t//4•f J/4•TEx CUNT.AWMGa11I BFM ANGLE SCREriS x ACHm m ONE ONE LOCKING TUBE, PART # SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR carrnMECE 0 e•O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A (2)®o Jo o.c o MmSPArE ETN Ue TO 99' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.T o 4- PAN EnR UP N iM•SPM'(THUYA INTO IT WITH A 0.12D' o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363` DIAMETER WITH SMLV MAY 6E MTALG A 0.200' LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM (NIUMOR OR D9MOE) OF THE TIP A SQUARE. 0.475'xO.475'x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE4 OR 5 ALUMINUM LOCKING TUBE @) A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vf ' SHO V% 1.375' LONG, WITH A 0.36674.366'4.630' 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" � � )R DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. soo SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER MAX) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (EEVErs RrtrraGR 4 OR5 aE EIGFROR) SHO WN ALTERNATE—LOCKING SLAT CORNER LOCKING DETAIL p�TIQ;T'''ai NaezaNnl sEsrtoN `��` ,.•""' r/rhi4 FLORIDA BUILDING CODE (High&Non Mgh Velocity Hurricane Zone) _ = 02otsTRTECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ` END INSTALLATION DETAILS INTO CONCRETE, _ No.44167 CONCRETE BLOCK &CONCRETE BLOCK & WOOD (AS APPUCABLEAPPLICABLE� `*_ 11. EC o Eac. FOIDING SHUTTER CORP. °"ate'° T,LLIT TIMNO 11 ENGINEERING COMPANY n -feto 7aeB H ' T PIAGE em wr. w sl x..sm tciafa4 aNmeA n a11ee NESE PALM eFinl.FL 73Hs v.a. � rm„(v�alaEssl RL•teo0-e4s-ss7t 15-014 '�i�'•. .•��7\�\\�� - Ik tlIlaeee°Olaom n,�.r°Im6wEMtlOecaN 09AWN0 Ne 1'\ OLTER A lILLrr'Jr.PE ' ATE MOM U./44167 �"ans s 5lEEf 9 Oi 1J r.2'.1/e- 1t lU ANILE BmED-our uollur PER SECTION 4.SHEET e A A (2)3/16'PGP RIVETS. r 1 LE NIQEIEG OF 2'.2' ANGLE LEO WY FA _ AUwmmAMAY EROM OPETIy, d BO G OR TOWARDS NG ANCH13 mie n3 13 19 BIRD-our Manu PER SECTION 4 MEET fi (2)3/16-PGP RNM FACN IED OF 2112' ANGLE EXTERIOR ELEVATION MlD SILL AND BO HT EAD PN VIE --A ALIMATE WALL OR�iva2a -\ � OF PRODUCT 1149 ® ' OPTIONAL SIDE ANGLE (2)/1/4-.:s/4- ��,/" ®� 1 t/z-.1 T t e-.W-2' (PDR SEe11aF1 4.s1aP7 e) TOM ort 3/18'PCP YR.AyE� A • /TOP& ' RIVETS PER ANG,En� BOTTOM OR TO WALL(2 RE(RtFD) f21 1" _FM Ek EA ANG STAB ® 1/TAPL@6/ORET/E--rum END PIECES MAY BE FLAT AICHOIB O 16'D.C. ENI OR LEND rt•l DO .°° /r./P3oP� 3 OR E%6TINe STRI1CRAiE ' 0 1r G.C. } 3 /2 mn POST A. CORNER CORE : ' ..,ti E OF CONCRETE ISOMETRIC SLAB (11P.AT TOP AND BOTTM 3AlSj 1 9 END PIECES MAY BE FIAT . 2 vD OR L END TRAPPEb END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, ='JGENS�''•.. 'mss 0201 mTFSG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR"Bp CONCRETE BLOCK & WOOD (AS APPLICABLE) ,5 No.4g167 ',*= IL ECO�teo. FMINGSHUTTERCm. 03/10/TE i TIWt TESTING h ENGMEERING COMPANY WEST MM WW R,W413 •O5-01 NR]etl.2 yes]ltq N+fsu wme,M1 JJ1T6 14 • U RT\!;.•'���'� n`. EI_te.o PH t�eoo 6a e3Tt i o ` .-Rah 6k 0671"'.wm .w.felsegM.Meraean DRAVMO Ne E - WALTER A . f 67 FLORIN U. /4444.767 ,^ .vw � SHEET 9A 91 13 74, - WALL Fm OPTIONAL.RAIN HOOD (NON-STRUCTURAQ WALL F1NSH O" 0.060'THICK SS. /1013'S S.SMS.11 1/2'11 x3/4' CONNECIM Q ROLLER HOUSING LONG NYLON eCryp.DS M)TOP) }; AND 1•LONG Q7p.BDTTDAT).E%CEPT AT ROLLER HOUSING CM.) 0.060'THICK S.S.ROLLER HOUSING OPTIONAL RAN MOOD '• cj.•1M 'y'' (2) ROLLERS EL'IAN (NON-SiRUCTURA!) 2 ie'.• ".41 CONT ?HEADER�tif000 /10 x Y 55.SNS.W/ RNM ALl111.POP x INA.19-1 0373'LONG NriAN rvETS,0 1B'O.C. GUSHING W/A 0.180• COM. S Y CONlET7TON C1 LONG TOP SECTIDN 0.500' 0.163•x0.270' r �1 xOmo• 0.0.AND 0.215•Ld.AND ' 0.221•LONG BOLTON UI. '.THl or , SECTION 0.320'O. AND STRIPPING Ek ® t `.•• g 0.215'Ld. SIDE OV.) W c 3/i6•ALUM.POP Km 0 78. (EYP.) aglp q�f O.C. 2'x A -INT—WSSS ON HEADER READ ' '.` TO GLASS (� (SEE SCHEDULE ! or (SEE SCHEDULE 1 or W + ON SHEET 13) ®t ON SHEET 13) ®t 2'x4'CONT'.WOOD PLATE ROWD. WALL FACE MOUNTING INSTALLATION e o SECTION 2W (TOE') W I R?a I .�x 00lI�TTR7111TT ' WALL RMSH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ����`ASA�A•I T�((/q�i�4 FLORIDA BUILDING CODE (High R Nan High Velocity Hurricane Zone) i SEE LIMITATIONS FOR ON SHEET 2Q:•��pENS�c•• 02016 7LECO NC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DAPA4m6Ur NOTES*' NATE FOR COMBINATION OF SECTIONS: �•••' 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ - II. ECO INC. FOLDING SHUTTER CORP. °'/DATZ BE HAVE A MIN. SPECIRC DENSITY OF 0.46 OR EQUAL t- MOUNTING SECTIONS CAN BE COMBINED _ _ TOBB HDIM 3'Ef PULE IN ANY WAY TO SUIT ANY IN57ALLATION. C3 nwT TEsnNo a L'NOIHLERINo COMPANY WE5f PALM NAE.R.33413 ` ,Q•, .��-' asa x..a.a,m, , aa,a.+rms 1$-014 Q�:•LLI- Ra+,�m+-,ov.f� (�I-,u, Bt ieaD%Ab-esn �O Cp�i �� _ aFs�t-0oDseite"m ..eram�tw Le.n W„ DRAwaNe xo WALTER A 11UfT Jr.PZ T'TI MOA Lin}44167 MM. SHEf 10 Of 13 1/4'0 x J/4'TEXS SCREW OR f/4'x 3/4' BOLTS Wf NUTS&WASHER O e'O.C. 4:.•: 4'XB'O..)E%IStING WOOD BEAM Y r'' REQUIRED. W511�AD Ad CERTIFIED BY REGISTERED ,t, Ott SWISH "RMOW 0 HHICK S 1 SEE LIMITATIONS FOR @ ON SHEET 2 ENGINEER� O pN ROS 2k4'CONT. C4MOO D N�EIM �' E0. EO, OPTION&,RAIN HOOD NOTE FOR COMBINLATHON OF SFPTInNS; . (NON-57IRUL'RIRAL) i- MOUNTING SECTIONS CAN 8E COMB7NE0 POW Ss,S.M.S.W/tr2'd■3/4' JIN ANY WAY TO SUIT ANY INSTALLATION. �' t9 LANG NYLON,BUSHINGS(TVR TOP) •~ AND I.LONG(TSP.BOTTOM}.EXCEPT c (:•.'•' AT RO LER HOUSING(TVP.) -- �ui rl NYLON 3OPUgV'~ FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO (NON-� HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL It rr Ti'+I } 3/f6'ALUM, ' -� t Jl pOP pyg� #f0 x 3'SS.5.M.5.W�6373'LONG NYLON ALTERNATE LEG O 18.Mr- BUSHING W/A 0.150 LONO TOP SECTION LOCATION CON. 0.500'Ob.AND 0.243'Ld.AND 0.223'LANG __33//ry6R�. (SEE NOTE•) 6,163'xG.270 16.038' BOTTOM SECTION 6320.6D.AND 0.245'Ld. POO 18'O.C. STRIPPING M SIDE ULTRAFAB WEATHER (TVP) MIN.TO SEPARATION inT'JCLASS or ®t (SEE'SCHEDULE ON SHEET 13) or INK SEPARARON A3 X70[S SEPARATION ' t (STO EE SCCLASS $ (SEE SCKDUtE 7 ON SHEET 13) ON SHEET 13) or E ®# $� 1 ® T � ALTERWJE J/i ALTUMIE LEG Or 6'ALUM ' POP RVETS O S•O.C. LOCATION OPAONAL RAI!GUARD ALTERNATE LEO AT REAR. r- r-�r-_� LOCATION + +i"l JJ ry _ SEE NOTE•) (NON-STRUCTlBJ1) —1 (SEE NOTE r i� LL�Jj �i ALTERNATE 3/16'ALUM 2'.e COW1 I I I i i POP RNETS O 5'D.C. WOOD PLATE•i h`--- ___''_____rw �I R3 ' t•.::,.. �i ; AT REAR. na n' °gyp �� 3118-ALll7J.POP RfJETS 0 10-D.C.Elam s1t1Es 8 m 3/18•ALUM.POP RNETS S EO, EO. O t0'0.6 BOTH SIDES o-7 �. EO 6 DECK REQUWOOD REED wWD PLAINTS. I 1/4'i z 3/t'TEICS SCREW (NO FINISH ALLOWED) 1/4'0 x 3f4 TEf6 SCREW RERb. I OR 1/4'z 3J4'eOtSS W1 NUrS W/5/8'WASHER OR 'N".: &8 8'WASHER O 6`O.C. 3/4'BOLTS W/NUYS& ODNNOG ON C8 1 5,W WASHER O 4'O.C. OWIf C4 n2'MIN.E.D. 2'MN.EO. C3 WALL flN7Si ALL FINISH BUILD--OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION AW SECTION 4AW (H• TTOM) SECTION 7W FLORIDA BUILDING CODE(High&Nan trigh Velocity Hunirnna Zons) "ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED �.1 " •�1G +Ys,'• ®20'5 RLTEC°'NC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN tc .L••.• s AG.AiNJ. INSTALLATIONS DETAILS INTO WOODc/►/�� f� �CORP. 03/,0,18 '' _ 1 E C O� DATE SCALE : N.T.S. *� TILUT TESTING&ENGINEERING COMPANY 7088 HEMSTRFET PLACE 8Ja6 NF atW.y p.3m NV6fA ygpn•.intra WFST PAW HEiL!{,PL T413 ?�•. m 1Tv:(YapN1-Imo.ro. LRm1m-m, P,taa-G43-e3T1 15-014 U < ry R `ALS mo9:tE8 77 9o1 mm _f wwfflh ft__ DRAWING K. . •,.�'••. Cp A V ' , Oji,' '(f-,'.• ,•'• wALORI A.T81.1Y Jr.P.E n.a+ mor en4 m. msner F1.OI80A Tic/44767 r nYrA�r R� SHEET f f cr 13 HitIH LINT SERAMPON yr 3 TO GLASS M[ CLASS �N r-r , f ON SHEET u) 11F^(ON SEE�13) OPOONM.RAIN GUARD G I (NON-STRUCTum) ' a� ALTERNATE 3/18'ALUM. n SCREW Oft 1/40-20'x1• - POP Rum O S•D.C. S.S.MS WITH NUT a AT HEM. � 9 WASHER O 4"O.C. I n m 3/16'ALUM.POP RNVS ,�•; O 10'O.C.BOTH SIDES EDGE OF SLAB F APPUr•m E _ EDGE OF SLAB ALTERNATE LEG& M�yM C7 IF APPLICABLE ANCHOR LOCATION i:4 n (SFE NOTE•) ,3 rxrMIN.W'000 DECK _ PECK REONm R (NO FINISH ALLOWED) COtOmmm Og EDGE IF 2•MN.ED_ SLAB IF EDGE OF 2'MN.ED. APPLICABLE SLAB IF APPLICABLE o. t SEE LIMITATIONS FDR®oN SHEET z ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7113W (BOTTOM) 1 NM.ED, t'TUN_EA_ NOTE FOR COMBINATION OF SECTIONS: 2';6'NN.WOOD t- MOUNTING SECTIONS CAN BE COMBINED °ESH�°I� IN ANY WAY TO SUIT ANY INSTALLATION. 2.V'CONT. MIN. GLASS non (NO FINISH ALLOWED) FLOOR MOUNTING INSTALLATION NOTES. PLATE REV'D. (SIX S�j SECTION- 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)S/te'0 LAG 2• 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN or®f b SCREWS W/2 1/2'UK I MN.ED. PRESSURE RATING &SPANS 8 I'x 4'x 1/B' p PENETRATION AT MRANCIH 6063-TS COM. (2)OF RAFTFR/MWES I ALUMINUM TUBE 17771 8 1/4•x4•(6063-T6)FLAT EXISTING 2X WOOD - 0 RV PLATE W/1/4.0 1•TOC TRUSSES OR RAFTFFt SRlpq O 1r OA Q SQ(EWS O e'O.C.IN AT 24.O.C.MAX 411,11" A BETWEEN TRUSSES OR/8'x4•RATE W/1/4'0 xt'TEK (2)1/4'0 TAFCON OR 1/4Y CRETE-nEX SCREWS 0 4'O,C.1N ANCHORS oR#14 NOS WOOD SCREWS OR 1/4'0BETWEEN TRUSSES f31GE(IF APPLIGBL� NDS LAC SCREWS AT NNW70TH OF EA.STUD W/ 2 1/2'Wn.THREADED PENETRATION INTO WOOD 1/4'MAX PLYWOOD EXISTING SOFFIT �D 1/4'0 a J/4'TIX (ROI1.O3 O SCIikW OR 1/4'-20 x 3/4• 0.855'0(1YP.). —NYLON BUSHINGS(1'yp.TOP)AND 1'LONG t/4'0 x 3/4'T X S.S.BOLTS W�NUTS a WASHER O 6 D.C. I B )BOTTOM),EXCEPT AT ROLLER HOUSING �tD x 3 5s.S.M.S.w/ I OUNT TO 00 UDS MOUNTING I STALLAT 0 O.Sl3'LONG NYLON B'S'" SECTim 50' aLT. INSTALLATIONS DETAILS LONG TOP SEC710N OS00• 0.183'xa.270• SEC N O D.D.AND LONG•L0.AND xpp30• ' MAX. A.S.D. DESIGN PRESSURE RATING® +60.0, -60.0 PS L.nGN LONG B.D.A NIL SEPARATION INTO WOOD s�ppN p42O•tl O.D.µp (SEE �SCHEDULE UTTM� ® Q ` LA111111111�1�11!/FArAr FLORIDA BUILDING CODE (High& Ron High Velocity Hurricane Zone) STRIP C SCALE : N.T.S. (IYP.) ON 5V8'ET 13) SIDE(TwJ or t �`\Q�,••���ENSF''•`.�9�� 02015 TILTECO IW. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRRAA.A� V /- IL E C-0,, FOLDIN SHUTTER CORP. °'a,E15 HEADER TO TRUSS MOUNTING INSTALLATION _ �3/f �� TILLJT TESTING a ENGINEERING COMPANY 70°I IST"'� 15-014 6tm xa aem. JnR LSA araExS n snot WEST PAW LFKII R W413 SECTION 8W (TOP) �: F T OF ..:Q:� ; ""'T—1 ME'E -,°" ::F' - DRAWING N. MAX, ADESIGN PRESSURE,S.D. SURATING +60.0, -60.0 PSF •��� WALTER BSA71 TILLRJr.P. . ` FLORIDA,LI./44167 moan r 311fPr 12 O/1J 4 ' 11!))(111111TLL 6 Civ ItIMUM PRESSURE (A+s.Q COMECTION CAPACITY SCHEDULE CONN9H CAPACITY SCHEDULE �) .CORRONNO ESRONDING MAXIAIUAI (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) �,�S SPANS SCIS) 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) OMD SPANS tua w° A CONCRETE CONCRETE BLOCK STEEL WODD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE Posnnt: NW/M AT MP CON.mum ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK MI M) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 1447 1 T44' 180 ih f A B C A C E A C F 60.0' 60' BS Ib ft C1 9 425 LB/FT - 388, LB/FT 157 LB/FT 134 LB/FT 256 LB/F7 397 EF/FT A B C A C 35 psf 100.0' 100" 146 ib ft 6 473 LB/FT - 418 L$/FT 236 t9IFT 202 LB/FT 383 LOM 432 LB/FT C1 9 417 LB FT - 38B LB FT - 134 LB FT 144' 144' 210 lb/ft 12 7 LB FT' - 334 LB 156 L 142 LB FT 271 LB FT 3.47 LB/FT 6 461 LB/FT - 418 LB Fr 202 LB FT 60.0 60 100 ICA C2 9 456 LB FT - 362 LB Fr 250 LB FT 19O LB FT 318 LB FT 380 LS FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100" 167 Ib/ft 6 525 LB FT - 4!9 LB FT 312 LB/FT 285 LB/FT 353 LB F7 443 LB FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144- 144-. 240 Ib ft 6 502 419 LB/FT - 285 CBjFT 80,0 80.0' 115 Ib k 9 390 LB/FT - 309 LB/FT 157 LB/Fi 134 LBfFf 257 LB/FT 329 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/Fr 80.0` 80.0' C3 6 496 l8 FT - 375 LB FT 236 LB/Ft 202 L8/FT 298 IB/FT 4q5 LBjFT C3 6 469 lB/FT - 375 LBJFT - 202 LB/FT 46 psf 97.0' 97.0' 187 Ib ft 3 .813 LB/FT - 572 LB/FT 326 LB/FT 304 IB/F7 418 LEI FT 631 LB/Fi 1115.0' 115.0' 9 466 LB/FT - 370 LB/Fr 157 CB/FT 134 LB/FT 256 LB/Fr 393 LB/FF 3 760 i.@/FT - 572 LB/FT - 304 LB FT 144' 1 144" 276!b ft C4 6 592 L8/Fr - 448 LB/Fr 236 t.B/FT 202 L!1/FT 357 LB/FT 483 LB/FT 9 445 L8/FT - 370 LB/FT 134 LB/FT 60,0" 60.0' 125 Ib ft 3 972 LB/FT - 682 LB/Ff 389 LB/FT 3.fi4 LB/FT 500 l8 FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT 202 LBJFT 8 .0' 89.0' 187!bft g 281 LB/FT - 224 LBjFf 81 LBjF7 83 L8 FT tdt t6 iQ3 !8 3 912 LB/FT - 682 LB/Fr - 364 LB/FT so psf 100,0' 100.0- .2502Q8 Ib ft C5 6 421 LEI _ I LFT 9 226'LB/FT - 224 LB/FT - 83 LB 120.0' 120.0` 250 ib rt /F1' 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT /FT 144' 140' 300 lb/ft 3 843 LB FT - 670 t9/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB Fi 05 6 339 LB/FT - 334 LB/FT - 125 LB/FC 60.0" 60,0' 138 ib ft 9 273 L8/FT 325 LB/FT 215 LEI/Fr - - 138 LB/FT 102 LB/Fr 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81,0" 81,0' 187 Ib ft C6 6 410 LB/FT 487 LB/Fr 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 Cfi 6 332 LB/Fr 251 LB/FT 215 LB/FT - FT 378 LB/FT 323 LB/FT 55 pal 100.0 100.0- 229'16/ft 3 822 LB/FT 975 LB/FT 648 LB/FT - 414 LB Ff 307 LHj j - - 120.0' 120.0' 275 Ib/ft 4 269 LS/ 301 LB/FT 183 LB/FT - 114 LB FT 153 LB/FT 3 663 LB FT 756 LB/FT 646 LB/FT 0. 134' 330!b ft C7 3 358 LB FT 402 LB /FT 204 LB/ C7 4 232 LB/Ft 236 LB/FT 183 LB/Fr 60,0" 60.0' 150 Ib ft / /FT 244 LB/FT - - i52 LB 80.0 18 200 tb ft 2 - - - - 305 LB/FT 3 310 LB/FT 315 LB FT 244 LB/FT - 60 psf 100,0' 100.0 250'ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 3$8 LBjFT 460 L8/FT 409 LB/FT - 1t1' it5." 288 tb k . C8 8 736 LBjFT 894-LB/FF 614 LB/Fr - - 397 LEI/Fr 262 LB/FT C8 8 582 LBjF( _591 LB/FT 614 LB/FT - 131' 128' 346 Ib tt 6 982 LB FT 1194 LB/Frj 819 LB/FT I 530-LB/FT 336 LB/F7 6 777 L0/FT 921 LB/FT 879 LB/FT - - 59A` 60 tb ft 65 psf 920' 92.0' 249 IR-t 100.0" 100.0' 271 ib.ft SIN.-SEPARATION YO GLASS SCHEDULE gNCHORS SCHEO i= RSEE GENERAL NOTE C.2'ON SHEET 1 126 123' 360 Ib ft 60.0' 60.0' 175 Ib ft '-- ANCHORS ANCHORS MIN. E.D. MIN, SPACING 70 psf 104.0 100.0' 292 Ib ft SLAT HIGH VELOCITY NOW HIGH VELOCITY TYPE DESCRIPTION CONC.C.BLOCK W000 STEEL CONC,C.BLOC WOOD STEEL 121" ft 118` 374 Ib SPAN HURRICANE ZONE HURRICANE ZONE 5910" 59.0' 187 ib ft I ZONE 1,2,3 ZONE 4 A 1/4-0 TAPCON W/ ADVANCED 3.50 2.50' R N/A 4.00' 4.00" N/A N/A 75 psf 100.0` 100.0' 313 Ib ft THREADFORM TECHNOLOGY 117" 114' 367 tb ft 5'-10' 2 1/2' 1' 2 5/8" jr 113' 111' 400 ID ft AS LESS 8 t/4' 0 x 3/4' SOLID SET 3.50- 3.50' NIA N/A 3.00" 3.00" NIA N/A' 104- 424 tb ft ' 0" 101 99' 447 Ib ft TO 8•-3" 2 5/8"{ 1` 2 3jd"•} C 1/4" 0 CRETE-Fl IX 3.q0" 3.00° D N/A 3.00' 3.00" N/A N/A 94' 90" 468!b ft 87" 82" 484 Ib ft >B�-3" E 1/4' o rrw-BUTLDEXN/A N/A N/A 1.00' N/A N/A N/A 200'80 76' 483 Sb ft TO 12_0• 3 1j2" 1" 3 5/$" TEK SCREWS 74 70' 484 Ib tt F X14 NOS WOOD SCREWS OR N/A N/A D N/A N/A N/A ZOO" N/A 150 psf 69 66 483 Lb ft 1/4- NDS LAG SCREWS 1.060 65 62` 483 Ib ft A AS DEFINED BY ASTM E-19SHALL STANDARD. �ti�AAAAAt AA 1 rl�LAAAAAiii FLORIDA BUILDING CODE(Mgh&Nan High Vefmity Hunic0ne Zone) + EXCEPT THAT 3 5/8' SHALL BE USED w �• ,• r L+:At"WM ALLOWAME,PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ,�,`�; iGENs �� 612015/1.7¢71 NC. IRAN tl FOLDING IMPACT PROTECTIVE SYSTEM °s"W R"• GIVEN POSMVE A.S.D DESIGN PRES ARE RATM. .4. SIA & 7A. _S ••''• M MAX.AVIS AD(E PRODUCT SPAN FORA [ /�>_ GIVEN NEGATIVE 0.S.D.t1E5tGN PRETiSURE i� (�j�gj tM 03/10/15 RAnHc * FOLDING SHUTTER CORP. tuTE FINAL MAXWUNI A.LOWAME MODUCT SPAN IS 'C3 F/y.��• _ TIWT TESnNG&ENGINEERING COMPANY 70W HEYSTREID PLACE EQUAL TO THE"091M DErERLLINED PRODUCT "4 TC UC : %m m�+•&* * '�x' +s n aim WEST PAIN 1100t FL W3 15-014 SPAN SENlEEN'L+'AND 1-'. � . 4Q)11�Q',•; �.� 1e�! ��t-1sTt wP+�$o 1 nRAtlINs Ne --0006719 WALTER A.TRw Jr.P.t axa me xar ears me HL1RiM Ua/44187 a"w 3NEkT 13 tX 13