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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 i - o ® Replation � < Em Florida Depamientof BCIS Home Log In ; User Registration I Hot Topics Submit Surcharge } Stats&Facts 1 Publications FBC Staff BCIS Site Map 1 Links c'Search Busines lrofessi I Product Approval � USER:Public User Regulation Product ADproyal Menu>Product or Application Search>Application List>Application Detail e FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@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. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RS COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.1)df Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 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.Ddf 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.15-014.1)df 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 850.487.1395.*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: secul t MI7IUCS https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 7/1/2015 GENERAL NOTES• t.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.48 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'0 TAPCON W/AWANCED THRFADFORM TECHNOLOGY.OR 1j4'oCRETE-FLEX.AS MIX MANUFACTURED BY TIW/BUI.D , MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(FiNR)AND OlIT OF THEM(NFQRQ). INC&ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY,OR R 14 NDS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. .OESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS ISM OWHZ)&1609(NHVI0 OF THE ABOVE MENTIONED CODE, FOR A BASIC WAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTIONALRY FACTOR NOTES, Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER M VERIFY THE AVE CONDTI .ULTHATE DESIM WIND LOADS DETERMINED PER ASCE 7-10.SHALL BE 141ST C.1)MINIMUM THREIDED PENETRATION OF 1/4'•TAPCON OR 1/4'0 CRETE-FLEX OR d14 NDS WOOD SCREWS OR BO REDUCED TO ASD.DESIGN WIND LOADS BY WL1PLYM THU BY 0.6 ESN ORDER TO COMM THESE W/MAX.(IS.D.) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND CD THRU CB DESIGN PREF RAT1t64S IIOICATED ON SHEET 73. CONNECTION TYPE.AND 2'FOR CS, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS.P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR ANALYSIS.A DURATION FACTOR co - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF.1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 614 NDS WOOD SCREWS OR 1/4'0 NOS OF FASTENERS IN WOOD. LAC SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1809.12 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.1.). HURRICANE TESTING LABORATORY(H-T-L)d AMERICAN TESTING IAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE Q1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1616& 1804 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL.STRUCTURE:MIN. 12 GAGE,FY-33 KSI(MM.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE 0 10 x 3', 410-M MINIMUM SIRES W/173.8 Tai YIELD -1/4'0 iTW BUILDDX TEK SCREWS,W/ FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES• MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESIER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.I) MINIMUM EDGE DISTANCE OF TW BUILDDX TTS(SCREW 1'. FOR 6063-T6 ALLOY AT SUITS SHALL BE FX-25.9 ksT. ' 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 Ieli YIELD STRENGTH AND 90 W TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/e=E)c TEH 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 B. IT SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL C14LY BE ATTACHED TO CONCRETE- BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (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 TiHREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN,f'c=3192 psi. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'STUD SET,AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS TO MIN. fc-3000 Psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/.4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fG=3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS.DRAWING PLUS ANY NOTES. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CREFE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.OJ SEUL BE AS PER SHIRT 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE.STTE 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 LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES At &A2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHITECT WHICH WILL BECOME THE ENGINEER OF RETARD(EO.R.)FOR THE PROJECT AND WHO WILL BE RaWNWILE FOR THE PROPER (B) TO EXISTING CONCRETE 9LOCK WALL ASTU C-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 THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDDC, INC. - 1/4'0 x 3/4'SOLID SET,AS DISim LIED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT- 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT N40:SL THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4-. PERMITS IN THE STATE OF FLORIDA MINI EDGE DISTANCE BE AS PER SHEET 3. B.2 3 4M SOLID SET ANCHORS SHALL BELENTIRELY EMBEDDED 17 8) INTO THE CONCRETE BLOCK UNIT. NO ..... AAF//�7j/i FLORIDA BUILDING CODE(Hyh & Non High Velocity Hurricane Zone) EMBEDME SHOULDSTUCCO EXIST AND SHALL BE E ITTEDJ. 1/FOR -20 S.S SCREWS NO SNCL SHALL BE 1 1/2'LONG :•' C Els•. r/��� ''* ®2015 IXTECO No. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N""D" INTO STUCCO F B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. = = a1/lo/fe ANCHORS SHALL BE LONG ENOUGH TO REACH THE:MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE * _ "„ E C.®1 Ha 0, WING MUM L.R CORP. DAM SHALL BE AS INDICATED ON NOTES 8.1 &8.2 ABOVE. _ •••lt' v6r 17�S PLACE TILL1T 7FS71N0 h EM6INEERINa COMPANY T ansa rr Es s.s.at�wwa au oaa n.glee var PUIe ernal Hti sJatJ15-014 HED,laee7er,-tw.rm,Ixep71-191 Pte tam-6lJ-em h Hi Hee.Oad.eem -IddkV*.R- DRAWING Ile � `c�� WALTM A N TNJr.PX�/////A • ,' TE FLORIDARlUc,/441@7 N.Me ry SHEET f OF 13 3D00• �• L91i• sero• a zem• ati� � �. rsee' I 19, dfy 0 D67' tiq �T��f �� .e71• P � r2w' .eee•,.nte• - (9 SLAT HMO AT ©L-END FLAT BE USED FOR ALL INSTALLATIONS, 6063-T6 AHOY 6063-T5 ALLOY =T5' ALLO O - Y INCLUDE PLRFOR4770NS AS PER (TO BE USED ONLY FOR INSTALLA77ONS 4Q INTERIOR CENTERPIECE c DEWL ON SHEET 3) '30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTRJM OF OPENING 6063-T6 ALLOY SEE COMPONENTS 20,21 &22 ON y\' SHEET 3.) .7.00.1• �I. .7fe• LIJY Ee94• 1961' 2710• POI]• X8.7• Q Q.IN• r12- ws" ZBST �j�2l 1967• . � 7 Afi' 8 iC �cJ .�• �' .06T ' - zm• LSV• 3715• � " MAX. B.O: © WALL HEADER p�r Fpm /v cE'7LING hC 41�ER( ® Boi 0 4 s LLI R YC (m 0 �OM--TRACK :ADAPTS 6063-T5 ALLOY ' 'SILL�HEAD ` ` �. - .6 ALLOY °"60 ACCOY 6063=78'ALLOY'-�---- .500' zene' t2 ' COMPONENT o b tl t2 . .�• $ @ 2" 5"MAX. 0.125• 0.125' 0 2' 4"MAX. 0.25' 025' o = am 2"MAX. 0.062' 0.062' S Ate. �= ® RAIN HODD 0 ALT. BOTTOM TRACK ADAPTER © BOTTOM `ALUM RAIN GUARD INUM ANGLES; 6067-T5 ALLOY 6063-76 ALLOY 6063-T6 ALLOY -T6 ALLOY COA4PONEN TS �D. d (itlLGf1173N8� = 1 FLORIDABUILDING CODE(High @ Non High Velocity Hurricone Zane) Tit `��\�.,.••"'•••.,,e/,9!�� ®Z015TILTECO8IG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mmW. �GENse Q © 6ry�17pV��yp.®pS�litdpLb�'e1�IIS ® E14FOLM SHUM CORP. ,IL ECO�N�.LO/ l � pES' TlWT M371N0 k ENGINEEM0 COMPANY �— SAT CENTERl' CE� ® CORNER POST =* �� ? ®° -"7� " "�" "�P HEmsnuTla 15-014 0 ,tet .�,eao-615�Tt I 6063=T6'it11.0Y�" 606J-T6 ALLOY A'• Q,�.: ""a®-0pp°Cg°7tG°team .ranp"I.,nen� MGWtNo No -------- WALTER A TUN 4,P.E. 28 1�2'LONG '�4j� 'Se qI A FLWDA U./44167 m/•./e SHEET T OF 13 \� f ' r>NlrnutlliH� ro uTTOP� ( (J)ROWS OF EnaB ; A�� I roaArloP FA 50114 i 000 j �w j z-cuP FACN SIDE TABLE 1: SOURCES FOR &t2�1 000 I tXR£CBONS I ' / + i dF'WINDOW(SEE TABLE 1) SUIS i 00 i &A1T'S I tt0 i T1PA7Al.PROf$A06S 5'TAN%M S00 ANADWAIOE 0 xuu&x[E i 00 I i i (IyP) 0 1EIrPM 1 sntlrcE Pus?c H ' 000 ' i 20 LLCA4WOLAN J1 LEXW 10.1 RESW 000 I I SPECLRC ASM 9292 0.043 lb/i. a.o43 e/d 000 000 # V_ �_� HEWNG 1 WINDOW mramw pnq , MtTr a4Ar TENSLE'MED STRENGTH ASTM 0638 9,404 p.I. 9,500 p.el. Ho�r- FLEXURAL STRENGTH AT YIUD ASTM 0790 12ZW PA.1. 13,400 PAL FLEXURAL MODULUS AStN 9790 340.000 p.e.1. 345.000 P.%L O i i 2 0 i I SNAP-IN END j + D Xa i i i �q i ;`I� g 1rO �070M NOTCHED ROD ASTV 0250 10 FT-Ib,/In 17 FT-ID/fn (SEE TABLE 2) fTMfa1/1lu:[SL Ar'rara SHONE DENS TY AST/02943 471 X 64.1 CxI.WM 1 '1AR PATE OF BURNING ASTU 0935 C» CLASS I sap iGNmom ASTM 319210 1040'F 900'F . I SUT WINDOW fi j I i sur RPNDOW 8060`THICK N1.^ A57U G155 POLtG'AR8fAW7E 4?t14bW 79CSU STRENGTH AFTER WEATHERING ASTM 638 9302 pAJ. 6840 p.¢L �T I WINDOW(SEE rABLE 1) P.0. W80 P.e•L 2 i I 2 ; i 1EN51LE STRESS BEFORE WEATHERING ASTM 8.78 0481 1.OA7- I MAX.(2)WINDOWS MAY BE W ONE sur swED A MMMUY or.24-APART, mm 12-AMY.FROU w I ry I ET)Os aF sLAY TOP&BOTTOAE WSrAU-W AA40EXT TABLE 2 SOURCES T-O NMS4 oRaFOR NOR AT CORNERS Or P1,R70UCT. MAM TOOL P SrAkrAw ANY aoo O°o --- --' + SLAT AYINDOiP DE'1AIL °* B4,0,` 1 PshslcM.: SLATS i OXO i SLAT'S i 20 SPECIFIC CPANIY ASTM 0792 0.04216/'.' N KNVC ; 000 WINDOW _ 2L35tflGSt: r Oilfs or i A4t(i Oto , I u TENSLE YIELD STRENGIFI AM DM 11,500 p..L Am, Mo• FLEXURAL STF06TH AT NXW ASTM 0790 15.000 p.40��01T0 1/4�M HOLk3 I i' 0�1e�P FEXURAL MODULUS ASTM D79D 450,000 e.L 7 0 i St SPACED t_. :_, I LF'1&C P' 'MSUIT i J 1r1ELtaeAlMllfB i h.el+' NOTCHM ILCD ASTM 0258 C6 FT-Tb/ln M%TBaTd%1 , rDOE { DIRECWNSL j OZ irucc,u, PRCPFRn6• azo, d,2,u- COEFFICIENT OF THERMAL EXPANSION ASTU D695 5.5 x 11)to �r1��♦ ��r err tJ_{S+t'P-L FiNII CLl.� itEiilNc TEi{PFFATUFE A5�Dt 33416 Soo �F �T �T�Try 1 -770 8E USED As AN OPWN MR AU WSWLAWNS � &4T Wm .crLPl♦.ATIUN UNDER URGE AMU.MAY INCLUDE PERFOAVION5 AS PER THIS OUAR.. -W. (2)WINDOWS ANY BE W ONE MAY SPACED TYPICAL 1A SLAT WINDOW DETAILS ""24-APART(ALAR EVENY to SEATS). W O VIEWING WINDOW & 1 2 CLIPS TYPICAL_,ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPAC TI 111 /I7 FLORIDA BUILDING CODE (Mgh do Nan High Velocity Hurricane Zone) . CDzo15 nLTEco INC.' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM -j"N b IECOm..c. FOLDING SHUffER CORP. °'/10/15 DATc— ` .tj , TM31T TESTING R ENCMEERINO COMPANY 70119 HE16Tf�CT PLACE eau xAt sae.sx.se.sos,ti+astA ala,Us.R ales REST PALM MACH.FL W413 eaa:TSD M16n I46 16Do-e+3-ant 15-014 ,��. Al F �4./� mai:t0lece0adrn,1 we.fal0N9dM,le,e.mm dRAMNO Ile a{4A EB-W719 WALTER A. Jr.P.E. arA.mr ,wr 4per morns wa FLORIDA UP.744 m u-vo �nve e sr Aar�• � SHED S Of iJ A4unH\1\l1\\�R} . 1 2 3 4 5 8 7 A 6 O• �. ®+ 13 IA A 2 or W/ ,18 , OR 1 40 5 t2 W cn a z usE (2) AT 30- 15 • 'o w D.C. P TOR UP PANS rr 2 ♦ NOTES ON @&LOCKING-TUBES AT 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w IUSE(3) ICSH AT 3O"O.C. AT 30" O.C.FOR SPANS UP TO 99', USE THREE(3)@5 FOR LARGER ! x I o FOR SPANS LARGER SPANS SPACED AT 30" O.C. AT MIDSPAH. COMPONENT b�`�)MAY SE M THAN 99'UP TO I44' INSTALLED 4@OR E). LOCATIONOR OR OFOF @ EXTERIOR ALL BEEAS SHOWN TO ON TYPICAL ELEVATION. w 2. NG TUI �PaREbUCTS CIENTERPIECES 4SlHA AT ALL INSWAYS ItTALLATK)NS. LOCKINGTMAT IESTUBES it OR 1 S �� 9 SHALL BE SECURED WW LEVERS AS SHOWN ON SHEET 9. '�f t I SEE Lamm IONs FOR®ON SHEET 2 { [SE!E 1 ENO CONNECTION OErRLS ON SHEET 9 TYP.FULL HEIGHT,FOR CONCRETE, CONCRETE BLOCK OR 6 r WOOD INSTALLATIONS, r , 9 + 10 9 + 10 -} 1 9 + 11 UNLIMITED WIDTH TYPICAL CL,EYA11flN •� 46 NOTE, SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 79 ON SHEET 7. SEE SECTIONS 1W& 2W ON SHEET 10. SEE SECTIONS SEE SECTIONS 7 W,478W, BW & 14W 4N SHEET t2. \\�\W& 7W ON SHEET 11. +���"p,PtTrrNrf SG............ d � FLORIDA SUlLDING CODE(High& Nen HEgh Velocity HYtricone Zone) � :y'„•;�\G F 02015 mrEca m'e. THAN IT FOLDING IMPACT PROTECTIVE SYSTEM 8 ' *= o c mm/7,SHUM CORP. �AT __.TT TaMi.NG ska sENGINEERNG COMPANY 7MNOISTRE AE 1 W PAD! AK L U413 rwv,t m)er+-leao..rw:c>mxn-iaTr rrt leab-ett-asti 15-014 �� Q • "�'\\\� regB:Gllecntaolsan rrw.fekRnpmWMen.,n,n ORAN'INO N" a\\ ®_OOGH7I9 WALTERP.E. me ae,s' emwn, Euaiw t4--k.i u1e7 nn+ . sxEET �ar 1a POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. OPTIONAL RAIN HOOD POURED CONCRETE EDMNG NON STRUCTURAL WALL QO KK4 0.060•THICK S.S. (PORNO–SSTTRUCCTURALJ REWIRED. TRIM(DECORATIVE HERO) (SEE SHEET 13)'+d RLLjR HO1151NQ y RAIN HOOD (NON–STRUCTURAIJ 6. 1.000 2.500•MM. MM. ED. ul _---� xx j QPn NAL (?)HYI,ON —'��— QolalNc1a11 T.! _ a 3 / • RAIN HDDD O ROLims ) — –1' (SEE SHEET/3) .� (NON�IRUCNRAL) 0.655-0(TIP.) 1 7 1 1 /10 x 3•s-S.S.N.S.W/ d 1 13 0 373•LONG NYLON J/10'ALUM. 3/10•ALUM.POP RNEIS, 1 LONG TOP sE ad a�soo cover- PDP IBYETs, / ata O.C. i <2-xa•MAX) — �- 1 0.103•x0.270• ®18.O.Q 1/4.6 NW BUI DIX O.D.AND 0245•Ld.AND 1 0223•LANG BOTTOM UL�AB 1 MM.SEPARATION SEW/� � 1 1 SECTION 0.310.O.D.AFD WEATHER POURED CONLHETE TO GLASS 11 OR 1/4'0 E7-CO 0245•i.d- STRIPPING EA OR CONCRETE BLOCK COTSRRl1CHON PRODl1Ci5 1 1/4•n x 1•TIX I 1 ( .) SIDE .) / or wAf1 RI:17lIRED.. (StI SCHEDULE T Or I �–� W/1 3/4• SchEIY OR 1/4e-2011• J/18•NLN. 1 SS.us WITH NUT& POP RIVETS. 1 ®T DIN ON SKEET IJ) ®T �8 MM-ENB N09 O 0.O.C. 1 WASHER O 4.O.C. ate•LETS / or y I ®t PrntRm CONCRETE 1 CONCRETE BLOCK 1 1 MM.SEPARATION WALL PEWIRED. 1T Or (SEE SCHEDULE—rQ MASS7 or e ON SHEET 13) ..®t W ®T 1 y 9i 1 NIH. GLASTKIN 9 TO•3 / 4 ' (SEE SCHEDULE POURED CONCRETE ,X OR CONCRETE BLOCK % 1 ON SHEET iJ) I or WALL REQUIRED. SEE SHEET 13) ui CONECIION C2 / 6 v3 1 11/SCPEW x I TEK20•x1• t 55.MS WTM NUT A: WASHER O 4'.O.C. f g 1/4'o TRV BULL Ill . 1`x /10,3•sS.S.U.S.W/1/2•0 TAPIAN N ADvaNtm : '{3 xi'LONG HACH BUSHINGS THREAOPOT91 NOlDOY I a CIiDA1 R (Typ.BOTT0IQ,AND J/4' OR 1/4•n[lm (SFE SHFfT iJ) LONO(ryp,TOP)•IXIZPT AT WALL FACE MOUNTING INSTALLATION CORSTRUCTIw PRQLxICTs 13 ROLLER HOUSINQ(EYP•) CRETE–FEEL W/f 3/4' i (2•x4'MAX.) SECTION 2 MN.D MMENT O 6.O.C. WALL FACE MOUNTING INSTALLATION IFSANFO,aR SECTION 1 127' SPACING GROUTED BLOCK REQUIRED 1.000 2.500 MM. (UM.r—POURED CONCRETE MIN• E.D� EXISTING NON STRUCTURAL . j. WALL TRIP(DECORATIVE Slll) O @–/ ANGOR 9'AONO STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DE AIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE MAX. AS.D. DESIGN sECTION 3 p� u PRESSURE RATING +65.0, -90.0 PSF 8[ CONCRETE BLOCK FLORIDA BUILDING CODE(High k Nan HEgh Velocity Hurricane Zone) SCALE–* N.T.S. J �� ®2015 TILTE00 INC. ORAWN tR: yaQ \t ENS, •,9 % TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM /TIL NOTE FOR COMBINATION OF SEGiIONS: * E,D. - EDGE DISTANCE _ 0s/m/Is HEMTREEr PLACE 1- MOUNTING SECTIONS C!W BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) '• _ IIL E C O�Nc, FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. '.a��� TILLIT 7ESTINO 8 ENGINEERING COMPANY KyyPP nyT413 -O'• 15-014 t4 a-moT:IFten,OeAl.eem �x.TddigaAuNere.eom OOAWINO Na T SEE LIMITATIONS FOR®ON SHEET -FL[A02 �� �,q' }— wLOM A PWT 3r-P•E '"' 0� 6 0A Lie/N167 1 1 4"w 90EET 5 W 17 1111111111 1/4'0 x 3/4'TENS SCREW OR 1/4'x 3/4' -� BOLTS W/NUTS&WASHER O B'O.C. 0.060'THICK 55. POURED CONCRETE OR ROUER HOUSING I MN.SEPARATION I MIN.SEPARATION �ON CONCRETE BLS pU WALLj �..(��LE (SEE SCF1EDUlE OPTIONAL PAIN HOOD ®T 'S OOC ECDON 04 EO' (NON-67RUOTUPAL) I ON SHEET 1J) 1 or ON SHEET 13)"./'lo 3 (SEE SHEET 13) NYLON flw-S.S.S.M.S.W/1/Yo ALTERNATE 3/16'ALUM. ®t ALTERNATE 3/16'ALUM. xJ/4'LONG NYLAN BUSHMGS POP RNE75 0""O.C. POP RNEIS O 5'O.C. (Typ.roP)AHD 1'LONG(Typ. AT WAR. - ATP NBOTTOM)•EXC_AT ROLLER 1 (2R035514 Cno.) i n 9 I s E0.EO 3/16'ArWM.POP RIVETS I 'ALUH.POP RIVETS0 10'O.C.BOTH SIDES 'O.-BOTH SIDES TERRAIN LEG8 AN 3/16'ALUM.PCP Q. O. ORIENTATION 8 RNETS O 18'O.C. /IO x J' 0373 LONG NYLON HT.m63'x I MIN.3/41 PLYWDOD BUSHING N/A 0.150' I MN.SEPARATION 0.270'x0.0301 uIN.3/4'PLYWOOD g �1,4,7_HRIU. REQUIRED LONGTOPSECTIONOS00'I TO GLASS ULTRAFAB g REQUIRED O.D.AND 0.245'(.d.AHO (SEE SCNE(IUIE WEATHER 1/4'd TAPCONS OR g0223-LONG BDTTOM STRIPPNG EA. 7 or CRETE-FLEX LT W/ ON SHEET 1J) F/+f11 SIDE SECTIO!0320'O.D.ANO SDE(TYP.) ®T ANCHORS 6'O.C. WASHER h NUT O 10'D.C. 0245'Ld. csi 5� (TYP•) 1/4'THRU BOLT N/ 5 1/4.0 TAPCONS OR POURED CONCRETE OR WISHER&NUT O 5'O.C. cl¢TE-FLEX ANCHORS 6.O.C. .. I CONCIitIE BLOCK WALL ^ 1 of REQUIRED 2'x4.OR 2-x5-xi/81 POURED CONCRETE OR Sk3k1/B'6063 T8 COAL ALTERNATE 3/16'ALUM. ®t 6063-TES CONT.ALUM. AA CONCRETE BLOCK WALL ALUM.ANGIE OR BENT PLATE POP IdJETS®5'O.G ANGLE. REQUIRED AT R9 STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 w IMAX.A.S.D. DESIGN PRESSURE RATING= +66.0. -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING- +66.0• X66.0 FSF C3 9 W 3/16'ALUM.POP RIVETS O I MIN. CLASSA TION 10'0.C.BOTH SIDES (SEE SCHEDULE a �ON SHEET 13) '8 / I ALTERNATE LEG T or r�N IRXL AI ANCHOR ®T 9 y 0' 0. ORIENTATION TION C! /1TERNATE LEG (SEE SHEET 13) &M40M ORIEWATWN 1/4Y x 3/4'TEXS SCREW W/ ul POURED CONCRETE OR 5WASHER OR 1/4'x J/4' ul CONCRETE BLOCK WALL BOLTS W/NUTS&5/B•WASHER OREQUIRED 41 O.C.BUILD—OUT FAC MOUNTING INSTALLATION SECTION 4 OR 1 x S/4'4'B SCREW DR/s' x HM BOLTS N/NLRS C5/B'WISHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V!{ A B01TO FLORIDA BUILDING CODE(High & Non Kiigh Velocity Hurricane Zone) ........ 0 2015 TILTECO INR TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN NOTE FOR COMBINATION OF SECTIONS: # yaQ:• GENS '•.9 A.G./M•L E.O. = EDGE DISTANCE �- F _ 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHLIITER CORP. 03/ID/15 IN ANY WAY TO SUR ANY INSTALLATION. �: I L EC_07,7,,, DATE * 3 J •* NWT TESTING R ENGINEERING COMPANY M DP �X13 a.am.Nmxw axmOla a ales 15-014 Ncr (�q)ar-INC.Fer v fC0lIaTI-tN1 PI!160o-613-6771 1 SEE LIMITATIONS FOR®ON SHEET 2 'O•' ST `" 2 mCO:4000571ael.eom ..+.falTmgduBee.Can DRAWING NC �i I WALTER A�1Tf1An P.E °O•� WALTER A�ETF1An P.E. omwol ms E FT.ORIM Lie./44167 Nx0.�. 0 9RR 8 tM LS AIN ' lIry11111H!!!{l •MIN.ED. POURED CONCRETE C011ILi:11ON�61' REQUIRED •(SEE sH ET t3 D.O60'TOCK"S' ROLLER HOUSING OPTIONAL RAIN HOOD PION-STfA1CTURAL) ' (2)NYLONf IO.3 S.S.S.M.S.W/1/7.0 ROLLERS OMS-0(IYP.) x3/4'LONG NYLON BUSHINGS=_TOP)ANO 1'LONG(ITT I 8 BOT'G.),E%CEPT AT ROLLER HOUSING 010.J73-LONGSNYLON/ J/16'ALw. BUSHING W/A O.1S0• POP RNM I LONG TOP SECTION 0500' a is,0.G , O.D.AND0.243'Ed.AND CONE.0.133k0.270'xD.030• b2ml.LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320.O.D.AND STRIPPING Eh SIDE GYP.) 0.245';d. 1 or r 8 ®t c MN.SEPARATION m x TO CLASS y N (SEE S[NEWLE x3335 ON SHEEP 13) MN s'ARA,I 19 TO GLASS - n JC (SEE SCHEDULE 1 t v ' :,^� WN.SEPARATION q ON SHEET 13) ® 1/4'0 x 1'TEK SCREW OR TO m.4 I1/40-20•x1-S.S.Ms WTIN (SEE SCHEDULE OPTIONAL RAN GUARD NUR&WASHER a 4'O.C. ON SHEET 13) 3yIy{ (NOR-STRUCTURAL) ALTERNATE 3/16'ALUM. I OPIIONALPAM GUARD POP RRIM O AT REIR. i I (NON-57RUCII3RAI.) ALTERNATE 3/16•ALUM 9 7 D 'e i3 POP RIVETS a 5.O.C. 1O ' e0 AT REAR. '�• 1 R= 3/16'ALUM.POP RIVETS ANdROR pN C7 n' 9 e 70'0.C.Boni 510E5 (SEE SHEET I3) 5 3/18•ALUM.POP RNETS e 10'O.C.BOM SIDES If - - EDGE OF .EO. Q STAB I SBS . POURED CONCRETE � • CBii REQUIRED .'(ISEE SFfFETk130 . EDGE OF APP SLAB IF POURED CONCRETE POURED CCNCREIE / REQUIRED. •MIN.ED. REQUIRED CION •MN.E0. 'MIN.ED. ( ) •MRL E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. 1 SN /AA FLORIDA BUILDING CODE(High:&Nan High Velaeity Hurricane Zone) ®tots TiTECO TNG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS: * E.D. a EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C FOLDING SIIUTfER CORP. 03/10/15 IN ANY WAY TO SUIT ANY INSTALLATION. I L E C O I NC. DATE L 7W9 HEMSTREEF PUCE S f :* TLLET TESTING&ENGMEERNG COMPANY WEST P/lAI 9FAdR.iL JJ4/3 // � Am MTI.JE9a ger ez+.J0.\1mRRN aYmFM;R SITE! 15-014 T SEE LIMITATIONS FOR®ON SHEET 2 �/9.. A C OF S taEr.:Pm)e71-lam.G a DmpR-m1 PV t800-BIJ-6377 �� e-mal:lMeeEOEtl.emn w.dWdlnpMuMoramm DRAWING No EB-0006719 etr WALTER A.TdLR Jr.P.E. °tlE FLORIDA Lc/44167 We/m SHELT 7 OF 13 EA •! \ f , 1TI/11EIII1111�T", • 'PdY6D CONCRETE on ty WTEO CONCRETE 6.00?W. 3PAH T1t3e V'FA 501EIIUIE gum 11x1.REaum (gE SpmuA) X I0"aP 1/4•A rwNxts AN X ANtl16n6 0m.)(SEE saadP-q / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (°)Y4'`3/4".. ------' - ----------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT 1 as LoNcmcaauta. 0 0 0 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE TLW PER MNEOLE -- --'-`-- --- - TUBE PRODUCT t Inca i °0A1"7B'1101' 0 0 o o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/4!.3/4•roc sOa.W 1/Y Dr. TUBE TUBE TUBE D A on «343'a •4•..Yd � 60' 106.0` 13 8 II ' 1Y t/411EAmN d4t/11 IENlflll 9 (SEE SCROOLILE) sE-AANGLE 2"x4"x1/8' 96` 85.0` 17 10 ANCLE 144" 69.0" 13-LENm 8 (1rP. 4* 3,3* i �8 BO` 117.0" 17 10 3ti M3 A= ®T 1A ®t s t�z•') 2"x4'x 1/4" 96" 110.0" 21 12 gYN A 14a" st.o` 21 12 r 80" 109.0• 17 10 TYPICAL ELEVATION [TUBE AT TOP) SPAN TUBE MOUNTING INSTALLATION -moi k1s 2"x5"xt/8` 96• 100.0• 21 12 SECTION x 144^ 1 81.0" 17 10 SPAN TWE 4 '1/1IOL ��) 80' 124.0' 21 12 ' PEN6+6- 1n'm. 2"x6"x1/B" 96' 114.0" 21 12 3 >;g t 144" 93.0" 21 12 Y,1•«Ya•« $VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 65¢41/44 LFRCIN pt SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN EOfA-ie 1LLW.N1tlE ,3Y1/Ya IIIGM SHOWN ON TABLE 1. sm Y Y r $ TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) MAXIMUM 1/4•A,31C 1114 samm o 0 0 0 TUBE PRODUCT ALLOWABLE TUBE REV ANGLE NUMBER OF ANCHORS �� o°'o.t SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE OPAN mst-PFR 50®L4E - -- -----•-- 35YA1/1'.LEN61N nors-1G calor 601"I-Tv Ar1a.E 60' 76.0' 13 12 ACM FoLm eoa6•uAx ((0)'/4'3/1 �. 4•IN SP E 2"x4•x1/B• 96" 60.0" 17 15 XNa+oas RtPJ 144" 48.0" 13 12 ( j4( �IAL1 TYPICVAIAL ELEUBE_A_T BOTTOM! 80" 87.0" 21 18 SPAN BE MOUNTING INSTALLATION j2-x5-x1/8- 96" 79.0" 21 18 SECTION Y •sPAN n� 144" 65.0" 21 18 (�1/4•a 3/4•TEt13 SCIEW OGRE..TS 341'«317«35411/4• 4 1 U. In Y 0.4 LDN�nIdW1LY. LENGTH•...l TS may. •) BO" 77.0" 17 15 t1G W 1%2'lm. T3AFCYK�(S u'1 et « 96" 70.0" 21 18 crm.)(sE SCIIDIAiT *nO 1 144" 57.0' 17 15 BO' 88.021 18 Ot a [2-xS"xi/s' 96' 81.0" 21 1B Z Z 144" 66.0" 21 18 5 o 0 o o IN DETAILS W/ SPAN TUBE INTO POURED CONCRETE ,/4•..3/4•me sOmW OR GROUTED CONCRETE BLOCK WALL a000'14VL o e'as 7-o--o 0______________O O O SCALE N.T.S. SP.W TNPE LER S+4ffn1AE 1PAN TUOL PFA StlIFDIAE Auor O O O O o O MAX AS.D.DESIGN PRESSURE RATING- 172.0 PSF 44'«3W« 3 1/p 35¢4+/4 Inro1N e1xM-T3 `t, i FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) A.At ANGLE I3¢ `��Pr•`\GEN ®cats nLTEco INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM paps P6lRFD 1Xt1[3ETE Ips. FOLDING SHUrB CORP. °'DATE GATE NLDOC o R OPOI ED 344•«3'6'«3'.111/4' WFSr PAIII WAOL FL 33413 (�1/�4',E 33/4'TM STREW LEHOTH 6°53-T°ALML MOLE TYPICAL ELEVATION CTUBE AT MIONETGHTI i �'�` nL1JT TESTING 9:ENOINEETtlNO GOYPANY �°°AT E L T 3sa.N &EH INEE rumors n.331ee 15-014 AT 1 Qa Dx1GtU01N4LLY. ( SMDIRl7 S Nm.:(3x11-tilt.Fa,:I3at)4lt-tmt PH:1°06-•6{3-GT71 9• - II:LTteeoOtel.eaT tttPl.+altirgeA:Met"tvn ORAMNn Mo SPAN TUBE MOUNTING INSTALLATION T SEE WRATONS FOR ON SHEET 2 QR1� �\ wa TEn tiOOM7719 PE ". SE�nI TI®N a / `\1� ROPoW Ix.#r 44(°7 ^NN. SHEET a OF 13 u 1/4••v 1 s/C MN.U. uPCms/CRETE-f1"0( M sm ANCRORS a IV 0.0. 17) -00"N'CLASS Sm STRUCTURE E0. + E7� NEEf1IRC (SEE SVIN. iJ) E1�ONG I 4C35 STRUCTRE STRICTURE 3/8 TNRFADEU N 1/4'A.x,3/46 s/16•POP RIVETS OR o CFIaF1✓PECE PoR°MB iRYVS/CfhTE-RIX . 1/4 .3/`'IM oIs* ) 1 1 1 AN°No9s o Is o.0. r /16'PTP RWIS 3 ENor t or 1�t or �t Rt 1/4.3/4' I TS O,e'O.a.l orA t �' END CONDITION1 LL FAC 9°-a 40.0• 2 �� 90.0 90.01 3/16•POPa6tTs OR 4 SHMN '�`''/`-10150 \ ,B•G.a (, ) OR 5 IES �WME 1) 2) O 30.O.C.a /J EXTERIOR (2) a Jo•O.C.° a SPANTO 09, & U 70 9s' :P�J) a 30• ox.a ROW FOR UP HORIZONTAL SECTION 20 °�°.M��MR- �8 Sc�9'w: �Y6 „ataaNrA1 sEcno,t IN1E•aoR OR ot )) "VERSExTBBow nrtoaDR OR Fx1EIBOR) OR aR) / /,e•'FOP RtYE\ .. ri2'v1/e•CONI. DR 1/4•x3/a' �( OR NAY VARY AT LAST' MAT,%T WAVED NSRWA1gN5 4 OR 5 T1-T6"1D1'"" 4 OR 5 1 Tocs a 16.0.9 J rAPcax/cREtE Ftnc SHO SHO ANCHORS 0 16'0.a M TAPCON/aklE- ' \ 3 t SEE UYrtMT10N.4 FDR©oM SliFET 2 pyo s,lrlcn.EE ANailm a I0.•o.c.TO / Ers"m STRUCTURE _ DKOSTM STRUCTURE BUI —OUT Nom' sores=7e uCOMaRaE END CONDITION EG. Ei s/16','v fa+ElS OR 1/1'x 3/4•lExs 0.R. aOS11N0 STRUCTURE .END LOCK ANGLE Nook 012'O.C. W/ END LOCK ANGLE NOMCNTAL SECTION HORIZONTAL SECUam NOTE 1 2'.2'•1/6"60&1-T6 1 4'v J 4 TF% WWT.ALUYaUV BENT ANGLE SCREWS A�T"TO OTE ONE LOCKING TUBE, PARI SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR coGERP EGE a 6 0.0. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE g A (r) o Jo•oG o �1' FCR ue M 99• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN s(3)N3)a JD• 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED 0.0.a unsPuuuYYYEVR uP 1D,44•SPAN(TIIUYB INTO R WITH A 0.12D' o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH saxes MAY BE @6TAl1ED A 0,200' LONG EL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 1NrEnan OR°°°Bat) BEV 4 OR 5 OF THE TIP A SQUARE, 0.475'xD.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THEALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE a90 SHO (1)PIECE, 1.375' LONG, WITH A 0.366'4.36(5"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' �p� onm°o�OOR)R DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. .500' c SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 0") HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. R 4 OR SHOVT ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL A!Tkt/�AA/A NaumnAl.sCRON `�� "••""' ✓���ii FLORIDA BUILDING CODE (High& Nan High Velocity Hurricane Zone). -END INSTALLATION DETAILS INTO CONCRETE. = 03015110001HC TRAM II FOLDING IMPACT PROTECTIVE SYSTEM CRAM.L No,44167 CONCRETE BLOCK & WOOD WAS APPLICABLE) _ `*_ IL EC O EMo. FOLDING SHUTTER CORP. °"a°E1B • RUIN TESTINO&ENGINEERING COMPANY 70M 11011 RIEF.T MAGE J �+N9.xu. sr.sm vvNraR 06rcxy&m,0. WFST PAEM BFAGH.FL 33413 15-014 etoBaT6n FH:1600-eq-6371 --Ik 61e.eaaa0imm —jdABq"ttersea6 DRAWHo NO EB-OD06719 _ vs MTER A.1,LL;Jr.PE F•OWA,LIC./44167 .tna/L. Ar vasvr BEET 9 or Is 1 A.,,ANOE BUILD"'T 11011M PFA SECTION 4•SHEET 6 A A (2)3/16-PCP RVETA 2•T x- 1 EACH TEC OF 2-M x' ALWINUMx AF#.E /NIXE ANQELEO MAY FICC AWY FROM CPO" d (/5 SHOV"OR TOWARDSOPENING.NoANCHORS RLVIIIREDTO tow 't1 19 PER SECTION 4.SSHM 6 (2)3/16-POP RNETS. sum-ourEACH LED OF 2M• AMU SIMAT HEAD ALTERNATE WAIL EXTERIOR ELEVATION AANND S LL 1A D BOH SIDES PLAN VIEW —A MOUNT FOR ONE OF PRODUCT OR BOTH ANCEs ; k® OPTIONAL SIDE ANGLE (2)/ A 1/4-..3/4' 111 J ��+ 1 1/2• 1 Y[0'-2• (FDR SECOOH 1,sNEEr B) TD6 OR J/16'POP ya•OOFTOA1N6NW TOP R 711 - RNE7S PElt ANIXE TD H OR TO VIA1L(2 F7A111FKD) L2T I/4'1 TIPCON/ -RDI FA MOVET OSLAB MOVE TO ST 69 L9 1/4'.x 1® TAPCOIS/CRETE- ETE-FlF%' END REDES MAY BE MT ANCHORS O 16.OA 2 1 BOO• ENO OR LEND • ]/16- El POP F1V5 OR Of611110 siR1ACME 1 • _.11 . ,/!•= 3/4.TORS 3 o.c j. 3 ,/r NQL L�L� Wp CORNER POST '� E OF CONCRETE ISOMETRIC 6L� END PIEOR L MAY BE FLAT(THP.AT TOP AND eDRmW OR LL SLABO) 1 9 EORI 2 TRAPPED EHD CORNER POST CONDITION W/ FLAT END NOPoZOMAL SwMN ``````a►R11y11j��„SAA'A � � A ��• A� FLORIDA BUILDING LADE(High &Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ENSF •.: %= ®2015101N6 rlrnH II FOLDING IMPACT PROTECTIVE SYSTEM �,� CONCRETE BLOCK & WOOD (AS APPLICABLE) = No.44167 �/+D/+5 *_= I L E C O��te. FOLDING SHUiiER CORP. DATE PWT TESTI..h ENORNFEA,NO COMPANY ST P NCTW-404.T RACE %-O / •- 1�ar.xIn sI.a JG vrsaa,avmRs n ll" WEST H:1 BE103 R 33413 15-014 Q/R •�����c RM.1 e] f-IQ]O.fm.(Sdp 1-1611 RT:1800 043 N71 i O • • R;6Receead— �.rinH6egelmtln.vn OIGWNO Ne '. EH-0006719 0 WALTER A TRLR L FLORIDA U..i SHEET 94 OF L] ,F 4V �, WALL FlNSH cnL ,Y.' OPTIONAL RAIN HOOD (NON-STRUCNRAL) ~te WALL FE•ISH • } GJ1/2'0 a .W THICK S. LONG NYLON BUSHINGS(TR IOP) Commo0N CE ROLLER HOUSING AND 1•LONG(Ty,BOTTOM).EXCEPT AT ROLLER HOUSING(TYP.) 0.060•TMC(S.S.ROLLER HOUSING OP ION&RAN HOOD {ROLLERS (NON-STRUCTURAL) 0.655.0(TH'.) 1 6 2•x4•CAN3/16ALUM P T,WD00 1 • OP 'HEADER REgb. 1 oto x Y SS.SNS.W/ 0.373'LONG NYLON COM. RVETS,O 16'O.C. COfiEt110N C LONG ,TOPO SECTION 0.500' 0.16S.0.270' 1 OA.ANO 0.245'I.d.AND ''�• 1 0123'LONG BOTTOM YH� Qar b SECTION0.320'O.D.AND STRIPPING EA ® t ti• •' S/I6'ALUM.POP 1 0.245•T.d. SIDE(TYP.) ire '.t '. VETS L 1 TTTP.) p �_W n: 1 MIN. GLA{naN 2•x4•CDNT.WOOD 1 ATO�G1AASS5 1 TO CUSS HEADER aEQ'0. (�SCHEDULEfor WEE scxmuLE 1 or � ON SHEET 13) ®t ON SHEET 13) ®t 2W OOHT.WOOD 1 1 PLATE REO'0. 1 1 5 WALL FACE MOUNTING INSTALLATION El SECTION 2W (TOP) h? tAtaECLpn m WALL AHIS11 WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD �\15A41�wuuLL/ A.TI( rj FLORIDA BUILDING CODE(High a Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR©ON SHEET 2 Q.;•' ®2o1s TdTEtO INQ ��GENSF .•: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM lRA*N Or NOTES- _ NOTE FOR COMBINATION OF SECTIONS: a 03/10/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO - _ " E C O me. FUN SHUTTER CORP. DATE SE FWVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T- NOLRJi1NG SECTIONS CAN BE COMBINED = _ 70M NE11SIMEIT RACE IN ANY WAY TO SUR ANY INSTALLATION. TILL1T TESTING 6:ENOINEERIHO COMPANY WEST PAW BFAOH.R 33413 ie00-ew-ant 15-014 A �` rod..Dmlxr+-1IJ0.�,(]06p/1-Lsf nt HIaP.: 4'v` ®°00067119 °°" •••aaa�.Lam+�> Dww Nc w ��- WALTER A.TILLn'Jr.P.E. DATE RDMOI Ila 44167 44167 Mn^. SEET 1G GE I3 Air EV a 1/4'0.3/4'TENS SCREW OR 1/4'.3/4' BOLTS W/NIRS h WASHER O 6'O.C. 4'x8•(Mia)EXISTING WOOD BEAM REQUIREDSTRUCTURAL ADEQUACY OF EXISTING BEA W0013 M TO 13E CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR WALL FINISH .0.060 THICK SS t SEE LIMITATIONS FOR ON SHEET 2 TD PRODUCT INSTALLATION. ROLLER HOUSNO ./46ONNELIM C4 2'14'CONT, D HEADER> RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: REQ-0. EQ. EQ. (NON-SrRUCRIRAL) rr- 1- MOUNTING SECTIONS CAN BE COMBINED QO (06 JIDY4-SS.S.M.S.W/1/2.0 A/4' IN ANY WAY TO SUIT ANY INSTALLATION. LONG Nttotk BUSNNS(Typ.TOP) '} A14D 1•L)NO cryp.BOTTOM).EXCEPT .G,S AT BOLTER iHOUSING(TYp.) i(D1E.1:V . OPTIONAL RAN F1a00 � (NON-51AUCTURAL) 1- FOR WOOD FRAME CONSTRUI;11pN:WOOD MEMBERS TO (2)NYLON ."�,3 BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL I i I ID.BSSY(HIP.) --7�I 3I16'ALUM, 1 1( J T T L I� —Jj B pOp�.., X10 x 3'SS.S.M.S.W/0.373'LONG NYLON . - I L_=�.-^ O 18'O.G BUSMNC W/A 0.150'LONG TOP SECTION 3/16•ALUM. ALTERNATE 0.500'O.D.AND 0.245.1d.AND 0223'LONG I POP I!wm LOCAIWN CONT. O 16'O.C. (SEE NOTE•) UAW.0270.0.03D' BOTTOM SECTION O.J20.O.D.AND O.Z45•(.d. ULIRAFAB WEATHER ( .) MN SEPARATION TO CLASS STRIPPING EA.SIDE (SET:SCHEDULE ') I 1 of ®t ON SHEET 13) or MIX.SEPARATION SEPARATION TO CLASS MIN.SME 70 CLASS + (SEE SCNEDUIE ( SCHEDULE t I W ON STREET 13) 1 'oI® t v N SHEET 13) _ ® I 1 Of® ti ALTERNATE 3/16'ALUM AI.TERNAIE LEG OPTIONAL RAIN CUARO pOP FIVERS O 5'O.C. __ LOCATION ALTERNATE LEG A7 REAR. i 1(-1 T'i i_ j (SEE NOTE') (XON-STRUCRAUL) LOGMN I II L J 11 (SEE NOTE•) i Vii._ ALTERNATE 3/16'ALU r- II --- I REAR O 9 O.G ATS I II � II BIDETS WOOD PLA .i _1_____r 11 n a f�,++^+-v .,,w� Ft REQ'D. I j l n 9 8 n J/16'ALUM.POP RNETS c ^ I 9 -- O 10'O.G.BOTH SIDES n$ 3/16'ALUM.POP RUM•T O 10'O.C.BOTH SIDES d Qi oR E0. EQ. aR .S EQ E0. DECK REQUIRE 2•.4'CONT: I ,~ 1/4'r x 3/4'1EKS SCREW (NO FINISH AIIDWED) ><mvk� WOOD PLATE I OR 1/4.1 J/4•BOL75 W/NUTS ' 1/4"0.3/4•TEKS SCREW flEb. 1 / . W/5/B'WASHER OR II 3 5 8'WASHER O 6.O.C. CONHEMION Ce t/4'.3/4•BOLTS W/NUTS& �1 CONNECTION C4 1 5/8'WASHER O 4'D.C. E2'NM.E.D. 2'NN.E.O. C3 WALL FINISH wAu FNISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION_ SECTION AAW (8970M) SECTION 7W SECTION 4W 111111H7H/,q/AAAA/' A,]' FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) KME+ :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED S�;'��CENs ':`��'% ®2015 TILTECO RRC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ac�M F os/tD/IB INSTALLATIONS DETAILS INTO WOOD �. =` !L ge®�„�. FOLDING SHWER CORP. DATE SCALE N.T.S. 7= TPLACETLruNINEQNOCST PALM WACH.FL 3343 15-014 '9•., Jr= Pra.i I-ISL°.rax I GnIfMI-HAI Pit IDW-443-6371 P ° C,OO�a6701a°Leem WeardA g Aultvx— DRAWING N- 0��(•• F I D •(Ar��` E73WALTER A TALK Jr.P.E. //AA'' '• `, FLORIDA U./44167 .n SHEET II OF 13 llllllll uPl.SEPARATION yr MIN.SEPARATION (SEE SCHEDULE TO CLASS Or ®T �i ON SHEET 13) T . (SEE SKEET 13) •3 or ® I� ON SHFF7 1J) � OPTIONAL RAIN GUARD I (NON-STRUCTURAL) a Y 1/4'o x 1'lEK I ALTERNATE 3/16'ALUM. n a 3 SGERW OR 1/40-20'x1' POP RNET-O S-O.C. SS.YS WRH NUT a 7 AT REAR. \ 9 WASHER 0 4-O.C. FI n J/16'ALUM.POP RNEIS O 10.O.O.LOTH SIDES EDGE OF SLAB F APPUGBLE EDGE OF SLAB ALTERNATE LEG S i3 OONINEOTION C7 IF APPLICABLE ANCHOR LOCATION '{ •i (SEE NOTE•)� a - , \11 2'Y6•NTN.YrooD DECK REQUIRED, (NO FINISH ALLOWED) CONIMMION!Ca EDGE OF 2-NN.E.O. SLAB IF EDGE OF 2'MN.E.D. APPLICABLE SLAB IF APPLICABLE T SEE LIMITATIONS FOR©ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) MIN.ED. 1'MIN.ED. Inmr. MBINATION OF G .TIONS:2'x CMN.WREQUOOD SECTIONS CAN BE COMBINED DECK ALLOW FD IN ANY WAY TD SUIT ANY INSTALLATION. YIN.SEPARATION (NO FINISH ALLOWED) GLASS FLOOR MOUNTING INSTALLATION NOTESPLATE`OTo. WO00 (SE 5 1J SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS 70 BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL _ ,,—WALL FINISH (J)5/16'0 LACED 2' 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN o or®T , SCREWS w/2 1(/����NIN t WN.ED. PRESSURE RATING& SPANS 1•Y 4' PENEAIATION AT YNRIDN I 6063-T6 CONT. (27 Of RAFTER/YRUSSES 9 - ALUMINUM TUBE 1/i'x4'(6063-76)FLIT E ISTIN0 2X WOOD Iq PLATE W/1/{•a x17 TIX TRUSSESGOR RAFTER STUDS N®•16'C. _ s SCREWS AT 24'O.C.MAX. BETWEEN TRUSSES OR Sop' 1 1/8-x4'(6063-TWIAT RATE W/1/470 x1'TEx (z)1/4•0 TAPCON OR 1/4'0 CRETE-FLEX SCREWS O 4"O.C.IN ANCHORS../14 NDS WOOD SCREWS OR 1/4'0 m 8 BETWEEN TRUSSES EDGE(IF APPLr•tn c1 NOS LAC SCREWS AT NIDWOiH OF EA STUD W/ 2 1/2'Mln.THREADED PENETRATION INTO WOOD SND '-' 1/4'0 x 3/4'TEN (2)NriON 1/i•WAX.PLYWOOD msnNG SOFFIT E0. CL SCREW OR 1/4'-20 x 3/4' RO(1FR5 E � /10xJ'S.S.S.MS.W/1/2.0 x3/4•LANG SS DOLTS w!NUTS e 0.855.0 -s.). NYLON BUSHINGS(Typ.TOP)AND 1-LONG 1/4'0 x 3/4'TEK WASTER O 6 O.C. I 8 �4 CTYIL)BOTTOM),EXCEPT AT ROLER HOUSING $ EGA O 6'O.C. ►1D x 3'S:S.G.YLO W/ I MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373'LONG NYLON BUNG W'A 0150- ONT• INSTALLATIONS DETAILS SECTION 1.4W (,BOTTOM) LONG TOP SECNON 0.500' 0.163'x0270' G.D.AND 0.245•La.AND xO,aTo- ' MAX. A.S.D.-DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.2M'LONG BOTTOM NN.SEPARATION INTO WOOD ,Y1N1111�171/N SECTION 0.320'00.D.AN (O �GLASS U PING FA. or®1 'o�r� SCALE N.T.S. ``AAAA, •TI AAArAA FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) (hP.) ON SHTFET 1J) SIDE Dw.) \� �,,.••••••,,• GENS 02015 mTEro INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN � �yQ".•�� �•.9 - IL E C®mN. FOLDING SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION � nice xa xan. sa THEA n.Alec TSENENINGCWETPW WAOL R.3M1J 15-014 TATE OF r we.,(mxn,-tAo.�.,_tsnrn-,A, PH:1600-44J-LVI SECTION BW (TOP) i °p,, Nv em mew.m ..O.ram�9�1.Ae0.m DaA1WNo N. 4 , F Q` ,'ACJ. EB-M719 maim+ MAX. A,S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSP i ^ a WALTER A TIWT Jr,P.E R FLORIDA U1_!44167 �� ae,sm a•Aa�n E` SHEET 12 0113 E iH(iII11111NA ,CONNECTION CAPACITY SCHEDULE CONNE TION CAPACITY SCHEDULE �AxINUM WI D PRESSURE_(p a�f:)_ (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Ff) AND.. ORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & 80TTOM LB/FT) FOR CONCRETE& CONCRETE BLOCK SITS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE MA1oIVY sAts sPNa 6 MUc AualiAae CONCRETE CONCRETE BLOCK STEEL WOOD vRMH ON CON. ANCHOR ANCHOR ANCHOR Paamc Nr7AA4 AT ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCREFE BLOCK t•�-> PRESSI s PRmua &sono, TYPE SPACING 0.x1 TYPE TYPE M1 TYPE SPACING ANCHOR TYPE F ANCHOR TYPE 30 psf 144.0' 144' 180 Ib A B C A C E ACF R A B C "1 A C 60.0' 60• 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT g 417 LB/FT - 368 Fr - 134 LB F 35 psf 100.0" 100" 146 Ib ft Cl 6 473 LB/FT - 418 L6 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 461 LB/FT - 418 LB FT - 202 LEI/F 144" 144' 210 Ib'ft 12 7 LB - - 3 1 6 LB/FT 142 LB/Fr FT 271 LB/FT 347 LB/FT _ 60.D 60 C2 g 456 LB FT - 362 LB 250 LB FT 190 LB FT 318 LB FT 380 03 FT 12 375 LB/FT - 334 LB/Ft - 142 LB/F 40 psfl 100.0' 100" 0167 Ib k; .6 525 LB FT - 419 LB/Fi 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT = 362 LB/FT - 190 LB/F 9 390 LB/FT - 309 LB/FT 157 LB/Fi 134 LB/FT 257 LB/FT 329 LB/FT 6 SO2 LB/FT 419 LB/FT 285 LB/F 60.0 .60 0' 115 Ib k 9 372 LB/FT - 309 LB/FT - 134 LB/F 80.0' 80.0" 154 lb/ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/F 46 psf 97,0' 97.0' 187 lb/ft 3 .813 LB/FT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT ry 760 �/� - 572 LB/FT - 304 LB/F 115.0' 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 9 445 LB/FT _ 370 LS/F7 _ 134 LB/F 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/Fi 483 LB/Fi - 60.0' 60.0' 125 lb/ft k 3 972 LB/FT - 682 LB/Fi 389 LB/FT 3fi4 LB/FT 500 L0 FT 753 LB/FT CSI 6 561 LB/FT - 448 LB/FT - 202 LB/F 89.0' 89.0" 187 Ib 9 281 LB/FT - 224 LB/Fr 81 LB/FT 83 LB/FT 143 LB/FT 103 LB 682/FT 912 LB/FT - LB/FT 364 LB/F 50 psf 100.0" 100.0" .2pB ib tt 9 226'LB/FT - 224 LB/FT - 83 LB/Fl 120.0" 120.0' 250 Ib R C5 6 421 LB/FT - 334 LB/F7 122 LB/FT 125 LB/FT 214 LB/Fi 155 LB/FT < 339 LB/FT _ 334 LB/FT - 125 LB/F 144' 140" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/Fi 681 LB/FT - 670 LB/FT - 250 LB/F 60.0' 60.0' 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/Fi - 81.0" 81.01 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT � - 55 psf 100.40100.0• 229'16 R 3 822 LB/FT 975 LB/FT 848 lB/Fi - - 414 LB/FT 307 LB FT V C6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0' 120.0' 275 lb/ft 4 269 LB/Fi 301 lB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT 137 134" 330 lb/ft 4 232 LB/FT 236 LB/FT 183 LB/FT - - 60.0- 60.0" 150 lb/ft C7 3 358 LB/FT 402 U3/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 3 310 LB/FT 315 LB/FT 244 LB/FT - - 80.0" 80.0• 200 Ib ft 2 - - 305 LB/FT 12 388 LB/FT 460 LB/Fr 409 LB/FT - - 60 psf 100.0" 100.0 250'16 ft 12 491 LB/FT 596 LB/FT 409 lB/FT - - 265 LB/FT 168 LB/FT C88 582 LB/FT .691 LB/FT 614 LB/FT - - 115.0" 115.0" 2B8 IbIll C8 9 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 777 LB/FT 921 LB/FT 879 LB/FT - - 131' 128• 346 lb/It 6 982 LB FT 11194 LB/FT 819 LB/FT 1530'LB/Fi 336 lB/Fi 59.0' 59.0' 160 Ib ft 65 psf 92.0` 92.0' 249 lb/ft 100.0" 100.0• 271 Ib MIN SEPARATION TO GLASS CH SCHEDULE ANCHORS SEDULE RSEE GENERAL NOTE C.2 ON SHEEF 1 .ft 126" 123" 360 Ib ft ' 60.0' 60.0' 1 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 100.0• NON HIGH VELOCITY TYPE DESCRIPTION 292 Ib it SEAT HIGH VELOCITY HURRICANE ZONE� CONC. C.BLOCK WOOD STEEL CONC.C.BIAC WOOD STEEL 121' 118' ft 374 Ib SPAN HURRICANE ZONETAPCON W{s 59.0' 59.0' 167 Ib ft ZONE 1,2,3 1/4' ONE 4 ZA / ADVANCED 3.50' 2.50" 0 N/A 4.00" 4.00" N/A N/A THREADFORM TECHNOLOGY 75 psf 100.0' 100.0' 1 313 Ib ft 2 1/2" 1" 2 5/8" 117" 114" 387 Ib R AS LESS B 1/4' A x 3/4' SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 80 psf 113" 111- 400 Ib ft 90 psf 107' 104" 424 lb/ft >5'-10" 100 psf 101 99" 447 Ib R TO 8'-3' 2 5/6"} 1" 2 3/4'+ C 1/4° 0 CRETE-FLEX 3.00" 3.00° 0 N/A 3.00' 3.00" N/A N/A 110 psf 94' 90" 468 Ib R 1/4' 0 [TW-BUILDER 120 psf 87' 82" 484 Ib RE N/A N/A N/A 1.00" N/A N/A N/A 2.00' O 12'- TO 12'-0" 130 psf so' 76" 483 lb/ft 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74" 70' 484 Ib R F #14 NDS WOOD SCREWS OR N/A N/A 9 N/A N/A N/A 2.00" N/A 150 psf 69 66 483 Ib/R 1/4- NDS LAG SCREWS 160 psf 65' 62" 483 Ib ft A AS DEFINED BY ASTM E-1995 STANDARD. `\\��-'1v1 A tT14411-"""- A �tfit, P�����i FLORIDA BUILDING CODE(High &Non High Vefocily HurriCaTIe 20, ANoTm- } EXCEPT THAT 3 5/8' SHALL BE USED P ®2015 TL1EC0 INC. DRAWN re L+:MAXIMUM ALLOWABLE,PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, y�; '�\CENSF'••.� TITAN IT FOLDING IMPACT PROTECTIVE SYSTEM A.nA+I GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. .4, 4A & 7A- L-:MAX.ALLOWABLE PRODUCT SPAN FUR A TaveN NEGATIVE AS.D.DESIGN PRESSURE I�, .E ®�N�. FOLDING SHUTTER CORP. GATE KITTING. * * FIAM TIWT TESTING&ENGINEERING COMPANY N6f P�FL W413 F/#{�'' ;rr .�,Na xe.a.a.m r..cw.RNs n s�,ee M 1800-6a�nt 15-01 FINAL MAxIMUM ALLOWABLE PRODUCT SPAN IS Z�O S 7C Ur P,°,.:�e7n,-,®.Pm i c�tpn-,sN EQUAL TO THE MINIMUM DErERMNED PROD= �� 4061®Q' �� -"1p"m'--000-G~9L.. ^•.�m"0d"`�'°°"' ORAMNG n SPAN BEIWEEN t+'AND'L'. L�4�, WALTER A.y#a..P.E „nN. sN¢T 10 a fL0ai0A u�/u1e7