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HomeMy WebLinkAboutProduct approvals 1 Florida Building Code Online Page 1 'pf 2 I � i p t 1 @ ' a A t BCIS Home I Log In User Registration 1 Hot Topics ` Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map Links I Search ri� Product Approval .USER:Public User ➢rtxP Product Approval Menu>Product or Application Search>Application List>Application Detail FL#Application TypeCode Version ( 20 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 Ext7675 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 I 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 12/31/2028 Validated By Troy Bishop,P.E. ❑� Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPAC� PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 O.PDF I Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards j Certified By I Sections from the Code 1 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQPHpQQe6rl Z... 2I14/2O 19 Florida Building Code Online Page 2'of 2 I Product'Approval Method Method 1 Option D i Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products I FL# Model,Number or Name Description 17060.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles) System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP DRWG 17- Approved for use outside HVHZ:Yes 082.PDF 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 Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee R 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovdaht 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 electron mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursue c nt to Section 4 ctroni (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 of vial 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: M®® Cre-dit'.Catd Safe i I https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgv2aBQPHpQQe6r 1 Z... 2/14/2019 GENERAL NOTES, 1.TITAN II FOLDING,IMPACT PROTECTIVE SYSTEM SHOWN ON'THIS:PRODUCT EVALUATION DOCUMENT(P.E,O.)HAS BEEN VERIFIED FOR (C)TO EXISTING.WOOD FRAME BUILDING: G-0,46.MIN. COMPLIANCE IN ACCORDANCE'WITH THE 2017 (61h.EDITION)OF-THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM. _ 1/4'0 TAPCON"W/ADVANCED 1HRFAOFORM.TECHNOLOGY,OR 1/4'O C(1EIE-F'LE](,PS MANUFACTURED BY RW/BUILOIX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(FIVHZ)AND OUT OF THEM(NHVHZ). INC&ELCO CONSTRUCTION PRODUCTS,.RESPECTIVELY, OR 1 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. '. DESIGN-WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ)&.1609.(NHVHZ)OF THE'ABOVE MENTIONED CODE, FOR A BASIC WIND'SPEED AS.REQUIRED"BY THE J1IRISDICTION'WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALFTY.FACTOR NOTES: Kd-085,USING ASCE 7-10 AND:SHALL NOT EXCEED THE MAXIMUM A.S.U. DESIGN'PRESSURE:RATNG:INDICATED ON SHEET 13. IN"ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE.DESING-WIND LOADS DETERMINED PER"ASCE 7-10-SHALL.BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON CR 1/4'0'CREPE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER.TO COMPARE THESE W/MAX (A.S.D.)' 1/4'0 NDS LAG SCREWS INTO THE WOOD.FRAME UNIT SHALL.BE 1 1/2'FOR.C1 THRU C4 AND C6 THRU C8 .DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR IS.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 RUED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN. ALLOWABLE STRESS.FOR WIND:LOADS WAS 1Z 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#14 NDS WOOD SCREWS-OR_1/_4'0 NDS -- -- OF-FASTENERS IN WOOD. LAG SCREWS INTO-WOOD SWILL BE AS SHOWN ON SHEfiTS110 THRU 12. - FOLDING IMPACT"PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS'BEENVERIFIED IN ACCORDANCE WITH C.J)IN CASE THAT PRECAST STONE,PRECAST CONCRETE 09 BRICK PANELS;VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS'1626 k 1609,1.2,OF THE ABOVE.MENTIONED CODE AS.PER TESTING:PERFORMED-AT HURRICANE'ENGINEERING TESTING.INC. "WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN.SUBSTRATE BEHIND SUCH.PANELS. (H.ET.1.).1:iUNRICANE 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-203.AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS.PER SECTION 1616,&.+1604 OF THE:FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 WE; fY-33 KSI (MIN.) MATERIAL. 2. STAINLESS STEEL;SHEET METAL SCREWS USED AT SLATS-0&0 SHALL BE g 10 x 3', 410-HT MINIMUM.:SERIES W/ 173,6.kai."YIELD -1/4'0 Trill BUILDEX-TEK SCREWS, W/FULL THREAD,PENETRATION. STRENGTH'& 187.4 hsi TENSILE STRENGTH.,SCREWS SHALL BE!COATED WITH,XYLAN'5000 SERIES FLUOROPOLYMER COATING,AS . MANUFACTURED:BY WHITFORD Co,BOX.507..WEST CHESTER: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 TTW BUILDEX TEK SCREW 1'. FOR 8063-T6 ALLOY AT SLATS SHALL BE Fy-25.9'koi. 4..ALL.SCREWS'T0,BE STAINLESS.STEEL 304 OR 316 SERIES W/50 kei YIELD.STRENGTH 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'RW/BUILDER-TEK.SCREWS AND.SHALL COMPLY W/FLORIDA.BUILDING CODE'SECTION MANUFACTURER` 2411.3.3.4.-ALL.ALUMINUM POP RNLTs TO BE 5052 ALUMINUM.ALLOY WITH ALUMINUM MANDREL. 8.IT SHAM 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-AISI.304 OR'316 SERIES.STAINLESS:SiEEL WITH 35"kei MINIMUM:YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR.PERMANENT LABEL IN.A"VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALT.BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,.TENANT,OR.OTHERS,MUST"PROPERLY'CLOSE ALL.CENTERPIECES AND.ENGAGE OR LOCK:ALL (A). TO EXISTING POURED CONCRETE: LOCKS 10.PRODUCT MANUFACTURER'S'LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE 1/4'"0 TAPCON W/ADVANCED THRFPDFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX;INC.TO MIN. fc=3192 psi. WrM SECTION 170992 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'YIN. fC-3000 psi. LABELING TO COMPLY WITH:SECTION 1709;9.2.,OF THE FLORIDA BUILDING CODE - 1/4"0 CRETE-FLEX.AS MANUFACTURED BY ELCO.CONSTRUCTION PRODUCTS.TO MIN.fC-335O psi. 11.FOLDING IMPACT PROTECTIVE.SYSTEM'S INSTALLATION SWILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING ANO.ZONING REGULATIONS'PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7) MINIMUM EMBEDMENT 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'BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A.SRE SPECIFIC'PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE'P;E.O. A2):3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8) INTO THE POURED CONCRETE. (8) 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 EVAUTAnall DOCUMENT PROVIDED HE/SHE,DOES,NOT DEVIATE FROM THE LONG MIN19I7M SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION.'.SAFETY Ai SITE IS:THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS,_OR PAVERS"BE FOUND ON THE EXISTING (0) 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. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A.FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SWALL BE PS INDICATED ON NOTES Al &.A2 ABODE. .BECOME THE,ENGINEER.OF RECORD(E.O.R).FOR THE PROJECT AND.-WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK'WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE`P.ED.ENGINEER,SHALL SUBMIT TO THIS LATTER.THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0.TAPCON W/.ADVANCED THREADFORM TECHNOLOGY,.AS MANUFACTURED BY I.T:W. BUILDEX,.INC. (E) THIS P.E•D:SHALL BEAR THE DATE AND ORIGINAL SEAL AND;SIGNATURE OF'THE PROFESSIONAL ENGINEER THAT 1/4''0 x 3/4'SOLD SET.AS DISTRIBUTED THY ALL POINT SOLID SET,ANCHORS. PREPARED IT. - 1/4'0 CRETE-FLEX;AS MANUFACTURED;BY ELCD CONSTRUCTION PRODUCTS. NOTES LITd���������"��� THIS.DRAVANO SHALL ONLY BE USED TO.OBTAIN 8.1)MINIMUMMINIMUM EDGE DISTANCE(ED.) SHALL BE ASHPER:SHELT 130 CREPE-FLEX INTO CONCRETE BLOCK UNIT IS I 1/4'. T P��E,'y�f,�A;r14,j✓ PERMITS IN THE STATE OF FLORIDA B2)3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/B7 INTO THE CONCRETE BLOCK UNIT. NO ' ,��wCjGNs 'q' . FLORIDA BUILDING CODE (Nigh & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4.'0-20 S.S SCREWS USED SK41L BE 1 1/2'LONG. f A10i 4416 " 0.2017,TI13ECO.INC. "TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM MINIMUM'SHOULD,"STUCCO.EXIST AND'1'MINIMUM FOR WALLS WITH NO STUCCO. *_ * v >; N.(. &3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND.ON THE EXISTING WALL, 07/20/t7 ANCHORS SHALL BE:LONG ENOUGH TO REACH THE.MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE. I L E C��O".mc. FOLDING SHMER'CORP. DATE SHALL.BE AS IN ON NOTES B.I.&8.2,ABOVE. 0 p��y�^YY [L-- 11,` TINT WEST,&ENGINEERING COMPANY: 7088 NDISIREET PLACE�_- _nr►n/'(.•�\�v W]'NR xan•s..Su.xN.MRGUY w�a R nIY WEST PAW 9FMJ1 i1 73413 00-613-N . V /r•'-.`,`i`Cw^ ,I .ww:Dw)ml-la>n.ro.(pri.mr' PH:1071 17-082' NAL I0�000671y1 cam r.vda1mn99Mu11uswn ORAnNG.N" -' WALTER A TIUIi.Jr...P.E. s"•^' ' Yn. o."' mrsrna wn P.E.51f51�'tNTURE/DA1E "FLORIDA Ur. 44187 1 SHEET 1 OF 13' i J000'--7 AJS• 29r1• l.aQO• ]a6Tf- .Q p1•�' 'ems Law DJM' 4 3 RD.S' Z AT6 ALLOY SZiAT OW Q FEAT— 'r Q E'XT_F,RIOl2 ALL INSTALLATIONS, 606J-T6 ALLOY 606J-TS'ALLOY606J-T5 ALLOYFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONSCENTERPIECE6063-T6.ACLOY J): 30 FEET"OR.HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6063-T6 ALLOY SEE COMPONEN75 20,.21 &22'ON 9' SHEET 3.) J.BDB• 71 Q ,7.JM• 2D,D' 2a37' pp .Kl.. � .Q.IM •qG. 1SDl• .°.11 .170• .aW �. 2t' '� .➢6R' tHD $ .1D0' •�. I� � �.I g .lea' � - �.062` � .GK3' � :➢9!' .03D' ABJ' (yW� .� ..aa1' .06I• 4 � u 1J/3• RaJJ.' T.JIa• Q WALL HEADER' ©��2/11 MAX B.0 CacummG HEADER E(M]Bj0;ff0M SILL TRACK C(M -0TROM TRACK ADAPTER6063-T5.ALLOY &i q!f'� MCK -TS ALLOY 6J-T6'ALLOY 6063-T6:ALLOY gg sro•ti za9a• t2 oy .oSD• COMPONENT o b t1. .t2 < J M a Q 2' 5"MAX. 0.125" 0.125" .wl- .0.50: q -• . •mot, HMS }® Y a"MAX, 0.25" Iz �I .oaD- 0 2' MAX. 0,062' 0.082' L caa• 1�4 RAIN HOOD ALT' BOTTOM TRACK ADAPTER2 BOTTOM RAIN GUARD GLES 6063-T5 ALLOY 6063-Ts ALLOY 6063-T6 ALLOY '6663-T6 ALLOY LNO' C.OWP_ ONEN p! 700• I111� ,• �7'$� i•• FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) Q. mT`ro"Ic. TITAN II. FOLDING IMPACT PROTECTIVE SYSTEM ° .or. JJs'� a3/B"0-16 ACETAL ' IL E C O 1mc- FALDING'SHUTTER CARP: °T ate" L0CUXG TUBES zD'D �r TILLT T NO&�C�- �D� „-P"o 13 17-082 THUMBSCREWS ` FOR 4n�&C5� AT CENTERPIECE CORNER POST s' •�. . N• a� •�• t �-y ""', °�°"1 spit '•.•(OR1DP•' ``+ -wa:c�'n0�8.cw .ntelowawtten.cw °wnx°No 6063-T6 ALLOYd� E6- �� ..• WPLIEA A TAUF L, a..• °�'�'� ! ATE FLCPJDA LiG 1 4l16767 m,saH ar�n !� SNER s,oD',] , ' I Il WNo ra ROWS WS OF 1 Nr xra ueNiNea /4 /,4'0 HOLES ro mew ' (ISO FA-PACED TABLE 1: SOURCES FOR e,©7 QOO. IN BOTH '2-CLIP EACH SIDE V OF WINDOW(SEE TABLE lj OPAONS OO. DIRECTIONS, 'r a/4• � �� STANDARD SABIC'INIM97TFE KNUCKLE $O0. KSLArS NUCKLE 04k1 Nxo R&WLNCE IWAL/'SCIENCE PLA41C (TyP) 0g0 (TYP) UGMAl(ROLON 37 tElAA1 f031J61N iy 0 '20 P3L: 880 SPECIFIC GRAVITY• ASTM D792 0.043 b/In-- -0.043111/. - _--_ -- NINDOW L 0.80 _ I_ WINDOW TENSILE YIELD la—�— TENSILE TIEID STRENGTH ASTM 0638 .9.400 pa.L 9,500 Ra.i. a FLEXURAL STRENGTH AT HELD ASTM 0790 12.500 p...L 13,400 R.J. FLEXURAL MODULUS ASTM 0790 340.000 P. . 345.000 P.J. L SNAP-1N END LLIPADCUP 10P.BOTTOM 1.000 C 2 OF 114NDONOTCHEO.IIDO 0.5IL7 025e La FT-ID(in 17'fT-IDfMAX. � (SET TABLE 2) F7BT RURNINO 20� TERS"C" a.2 V SNOKE OENSIrY A57M 02e43 47.2'x 64.5 3 MAX( RATE OF BURNING 'ASTM 0636' C-1 CLASS C-1 LASS. SELF IGNRION .ASIM D1929 IG40-F .980'r H SLAT WINDOW SLAT WINDOW O.OBO"THICK WEATHERING, ASTM 0155 '0'&,1WBONATE WEW/NC TENSILE STRENGTH AFTER WEATHERING ASTM 0638 9302 p.9 X. e940 p,..I. U w, V N WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM 0638 8461 Rail. aaso p..J. 1.000' $2. M K.(2)D7NOOWS MAY BE IN ONE SLAT SPACED m MAX. A AONIA&W OF 24'.APART, WITH 12"A11N.FROM Lpy N ENDS OF SIAT 70P&BOTTOM. TABLE 2:.SO.URCES FOR -%SLAT MUST N R E INSTALLED A"CENT nor PpRRo1 70 ENTFRPI£CES ( ,NOR AT CORNERS:OF PRODUCT. 940M TOOL COMPANY R`.II.v 11'PI01L PROPERAES 51LWWCNO4RD .BLACK NYLON PART RQOTENCE Ono. a o I^`�T- �. SLAP WINDOOl1W DETAIL phis GLu s 2L75T9y8 0�pp 2� SPECIFIC GRAVITY ASTM D792 0.0421D/n' STAT'S O O Q SUT'S KNUCKLE O 0 KNUCKLE— VIEWING 'ter (ryp) 00 rryp). WINDOW 6 TENSILE iIELD STRENGTH ASTM.D639 11.500 R.1. 000 pHiJapp a $ ap4p• Oao FLEXURAL STRENGTH AT YIELD ASTM D790 15.000 p..1. O0 (Jj ROWS LE u pp4p• FLE%UXUL MODULU9 ASTM D790 450.000 p.31. S V4'P HDLESIMPACD '9 0 JAB APART. � �.oN4•,SFAC&OeP�•� NOTCHED IZOD ASTM D256 0.6 F7-IeFn ¢Mvl0.lM/N2. I- 17 bKuanNw 1HFRM11 pRGPFR11r5� 'ioaVTeeTfpY DI BOTH' TOY11TaDTTOM- Eooe DIRECTIONS. COEFFICIENT OF THERMAL EXPANSION ASTM 4 96 5:5 y 10 in/IIr F 21 Z—CLIP 22 SNAP—IN END CLIP MEl7 NG TEMPERATURE ASM ox19 500?F O BE USED AS AN OPTION.FOR ALL INSTALLATIONS &SLAT WINDOW MVATION UNDER IARDE MISSILE NAY INCLUDE PERFORATIONS AS PER TAUS DETAIL. TYPICAL 1A SLAT WINDOW DETAILS_ -MAX(2)WINDOWS MAY BE IN ONE$(AT SPACED �� MIN.2.-APART(MAIL� 10 SLATS). z VIEWING WINDOW & (.0 l) . 0 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE (I)SLAT WINDOW ELEVATION A4�A,L�` -_ FLORIDA BUILDING CODE (High & Non High Velocity HMrricone ZoneY (LARGE MISSILE IMPACT) T L,44 -NO.. is7 ®20f7 LL1EC0'1NC. �DRAYN Bt: TITAN 11 FOLDING WPACT'PROTECTIVE SYSTEM -►y M.L. 07/20/17 IL E C.O LNG FOLDING SHUTTER CORP. DATE _ �A,r,\5 •v LA 'TILT TESTING,&ENGINEERING CDMPANY1 7069 XF1E^DIEET PULE L NEST PAW BFAc11,.FL 3341 3 n NA n1e3 Nw.x '�1a>axnmoNrA cNNro¢R]lIN 17-082 �40.acu0aoLxelpl Tl.IST1 nliAoMOgaDUX.n.wm ORANULO X. �ONAi WALTER A�LlT1Jr.P.E. w raurtrr our aew mane —�G.E SFlt/fiKX+AT(1RE(OATE FIDRIw:LI (44167 m O or¢ MIEET J or 13 ®+ 13 2 or O w/ O ,.16 7 OR 19 (2) . -- --- M W 2 N Fz USE(2) AT 30' 15♦' o ♦ NOTES ON @&'LOCKING TUBES 0 AT Q& 9) yj O O.C.'FOR PAN5' 20 u� UP TO 99• o '1.TWO (2) SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR,SPANS:UP TO 99 USE THREE (3) F.OR LARGER w USE(3) ®AT 30-O.C. SPANS SPACED'.AT'30" O.C.AT MIDSPAN.CONPONENT .NAY BE c FOR SPANS.LARGER INSTALLED INTERIOR OR WERIOR SCREWED TO TAPPED ENTERPIECES- !" THAN 99"UP TO 144" ©OR.©. LOCATION OF®SHALL BE AS SHOWN ON,TYPICAL ELEVATION. W H a 2..(2) LOCKING TUBES-( SHAL ALWAYS BE USED TOP & BOTTOM AT oN •� PRODUCTS CENTERPIECES 4 OR&S AT ALL INSTALLATIONS. LOCKING TUBES I (R SHALL BE SECURED W' LEVERS.AS SHOWN ON SHEET 9. OR 1.8 (2 t SEE.LIMITATIONS FOR QP'ON SHEET 2 I SEE END CONNECTION DETAILS ON SHEET.9 TYP: HT, FOR -6 , O 1 O+ , O CONCRETE;CONCRETETE 13LO IC BLOCK OR 13 + 1 6 WOOD INSTALLATIONS. O O O O ( O O 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION 4, N. S. 4,'NOTE: SEE SECTIONS 1 THRU 3.ON SHEETS. SEE SECTIONS 4 THRU 6 ON SHEET S. id 10����� N �y+r SEE SECTIONS 7. 7A&.70 ON SHEET 7. 1t1,Z� 1\ t/1� SEE SECTIONS 1.W'& 2W ON SHEET 10. t` Q�' ` •. �J•% SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. `tit :' AE %SEE SECTIONS 7AW, 70W. 8W& 14W'ON SHEET 12. FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) ty0•g4l67 02017:nLT>;co c+C• TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °FAn'N Y.L FOLDING SHUTTERM CORP. °"TEI TE 0 ••. lA TILLii-TESTING A CNOINEERINO:COMPANY 7089� NOISTRFE, PUCE,,(,�7 .` uv Kra.we.e�M.w,xemw exmws,n.via 1YEs1 PUM.aFAeel.1L ssr,s 17-082 PN:'ICOo=eu-m7, `'�_is••• Al N�� •` n:ti'clecoaaol,com .w.�emgws.n�, 0nAe01c'N. WALiE RA 11WfI J,P.E. ooanm wa oonnm P2E-S 71/f{WW RE/DATE FLOPo6A Oe.9'ff1Y7 m n•oi• m�nr SttEET f'Of 17 POURED CONCRETE. OR CONCRETE BLOK C WALL REQUIRED. COiY1EC11011 C OPTION&RAW N000 OPTIONAL RAIN HOOD' POURED CONCRETE 00STING NON STRUCTURAL WALL .(SEE SHEET is 0.060*THICK 9S. (NON-STRUCTURAL) (NON-STRUCTURAL) REQUIRED. /—TRIM(DECORATIVE HEAD) (TYP•) 6 '1.000" 2.500'MIN: / D. �- - --:�� oOME17nal C2 Ir�` / OPTIONAL •s / ce55'o(na,) I (SEE SHEET 13) ~, / (NON-STRUCTURAL.) 1' 1 1 Flo x 3-S.S.S.M.S.W/' qq 1 t3 _ 0.373'LONG NYLON' W 3/18'ALUM.POP RIVETS. -- 3 16'ALUM. _ 1 BUSHING W/A 0.150' .CONT. FOP RIVETS. T O 16.O.C. 1 2'a4'MAX. 1;LONG'TOP SECTION 0.500" OA63'i0.270' O IV O.C. ( ) - 0.0.AND 0245'W.AND 1/4'0-nW BURDEg 7 x0,030' 1 0.223'..20 BOTTOM WEATHER. TAPCONWTECHNOLOGY ADVANCED THREADFOAM EQQ 1 SECTION O.320'O•D.ANO WEATHER. 1 NW..SFPARATION OR 1/4'a ELCO 1 1 0.245'Ld STRIPPING FA' POURED CONCRETE TO SCHEDULE 1/4'0 x.1•TEK u^ OR CONCRETE BLOCK CONSTRUCTION PRODUCTS (TTP,) SIDE.(ITP.) 1'Of WALL REQIlOiEO_ is Of CRETE-FiDR 'W/1 3/4' SCREH OR l/i0-20'a�'' 3/T6'ALUM. 1 �� ON SHEET 13) 1 S.S.MS.WITH NUr A. POP RIVETS, .T T UK EMBEDMENT s'o:c 1 WASHER O 4'O.C. o lB•D.C. )or 1 1 �( OUR m CONCRETE 1 N 1 T OR,CONCREIE BLOCK 1 1 MIN.SEPARATION WALL REQU RED, 1 Of TO GRASS I Of (SEE.SCHEWLE t n .ON SHEET 13) ®T d 1 I MIN.SEPARATION 2 i 1 ro GLASS POURED CONCRETE ! (SEE SCHEDULE WAlI REO RED.LOCK 171 ON SHEET'13) J Of CONNECTION d (SE J/f \ / R' 1 1/4'p x 1'TEK T .W - 1 SCREW OR 1/40-20'xt' 6 1 SS,MS'WITH NUT& g 1 WASHER o 4'O.C, BUILDEX flows.s.S.M.S. /4'0'In` .w/?%z'o TAPCON W/ADVANCED ^ J � xt^LONG NYLON BUSHINGS nnFAOFORM TECHNOLwy 1 CONNECRON C1 (Typ.BOTTOM),AND 3/4' OR 1/4''P ELCO g (SEE SHEET 13) LONG(T7M TOP)..EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCT.P 13 ROLLER HOUSING(TTP.) SECTION 2 NN.WBEDMENTW9 6-O.C. 1 (2-„'MAX) 1, WALL FACE 'MOUNTING. INSTALLATION OF,ANCHOR SECTION .1 1/2. SPACING O O GROUTED BLOCK REQUIRED I,DOO'1 2.500 MIN. (MIN.Ye=POUREDGCONCn•RETE M& E0j EKISIRNC NON STRUCTURAL WALL TRN(DECORATIVE(DECORATIVE O s ANCHOR SPAC' ST GG D ANCHOR SPACING DECORATIVE WALL TRIM. TRAPPED DETAIL F 6 1�r,A,AAA...,,r MOUNTING INSTALLATION. SECT 3. .INSTALLATIONS DETAILS INTO. CONCRETE ,,11''�'���c tisF! 1MAX.A.S.D. DESIGN RRESSUREIO INGRIDASBUILDNG'CODE.(High & Nan High Velocity Hurrie0ne Zone) & CONCRETE BLOCK. $CALF N.T.S. ,* O. 4167 •t 02017'°vEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWNBY` ILL NOTE FOR COMBINATION.OF SECTIONS: * E.D. = EDGE DISTANCE * 07/20/I7 �'' I L E C O.�r o. FOLDING SHUTTER.CORP. DATE. 1- MOUNTING SECTIONS'CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) O ' IN ANY WAY TO SUIT'ANY'INSTALLATION. �Lr .• {.• �Ali TILLIT TCSTINO'h,EN01HEERINO OOMPANY WEST PAW BEACH.FL 1 awN.Ben.u sa<soT,xama vAaols,n Sy1ea 17-082 ry ry¢f- A-iaw:su A(E'r—lvl PH:1800-613-0371 V Oft /{1 L \�IIfA Y taUcoOaoLcom m.Ro1d{npM�iLWrwm DRAMINO-Na aYHL L EB-0006710 T SEE.LIMITATIONS FOR®ON SHEET 2 WALTER A.TKDT I.P.E. IP.E.SFY;/SIGNATURE/GATE RLORIOA Ue:�.N167 aP Ira.. m /n SMCET 5 OF 13 1/4-0 a:3/4!TEKS SCREW OR 1/4'-a 3/4' I 1 BOLTS W/KUTS,&WISHER 0 6"D.C. 0.060'THICK S.S. } I MIN.SEPARATION I 1 POURED CONCRETE OR ROLLER HOUSING MIN.SEPARATION CONCRETE BLOCK WALL {' 10 GLASS SEE SCHEDULE E REQUIRED OPTIONAL.RAIN HOC 1_—(SEE SCHEHEFT 1� ��' (ON SHEET 13) �or CONNECTION 04 EQ. FA. (NON-STRUCTURAL) ON SMELT 11 1 'Or 10a3•SS.$.M.S.W/1/2•r ,,yy�� t m�(SEE SHEET 13) j ALTERNATE 3/16•ALUM. `L'�'T ALTERNATE 3/16-ALUN. ]4 LONG NYLON BUSHINGS POP RIVETS O 5'O.C. / (IT TOP)J4i0 1•LONG(Typ. POP RIVETS 0 S'O.C. AT REAR: BOTTOM),.E%CEPF AT ROLLER { MOUSING.(TIP.) I I. W (2),NYLON �} I .. I^ e3 I CI'a I 1 n^9' -TI•j c' 0.855'LLERS \ EQ.EU 8- i W OYP.) -__- - __ • I O �T 3/6•ALUM.POP RIVETS 1 ' I "a 3/16'-,ALUM.-POP RNETS: 0 IV O.C.BOTH SIDES Ni 0 10'O.C.BOTH SIDES /�. LEG ANplp _ 7/16'ALUM.POP E�. EO. �. ORIENTATION B RNE15 0 1B'O.C. /10 a 36 S.S.S.Ms.w/ Mw 3/4 PLYWOOD BOXY LONG NYLON ONL.OA63'a BUSHING,W/A.0.150' I 0.2T0'a0.030' o MIN..3/4'PLYWOOD 1 2"'MIN. REQUIRED YIN.SEPARATION / LONG TOP SECTION 0.500• ULTRAFAB' I $ REQUIRED O.D..AND 0.245'Ld.AND I TO GLASS WEATHER '1/4'0 TAPCONS OR G.223'LONG BOTTOM (SEE'SCHEOULE STRIPPING F.A. / Cf CRETE-FLEX g % 1/4'iHRU BOLT W/ SECTION 0.320.O.D.AND ON SHEET 13) SIDE(IYP.) o t g B ANCHORS 61.O.C. WASHER.&NUT 0.10'O.C. 0.245' O.D. ''1177 EACH SIDE M) g! 1/4•THRU BOLT W/ S 1/4•r TAPCGNS OR s WASHER&NUT.➢5'O.C. CRETE-FLEX ANCHORS 6`O.C. POURED CONCRETE OR CONCRETE BLOCK WALL Sa3 i1 B 6063-TG CONT: 1 Or REQUIRE➢ 2"a4.OR 2'a5'Y1/8' POURED CONCRETE OR ALTERNATE 3/16-ALUM. ,{2,1 Go µLE. CONT.ALUM. CONCRETE BLO�UIRM ALUM.ANGLE OR BENT PLATE POP RIVETS 0 5'O.C. C7 AT R' STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6. AS.D. DESIGN PRESSURE RATING- +65.0, -66.-0 P.SF MAX.A.S.D. DESIGN PRESSURE RATING-+66.0. -66.0 PSF in W x n 8 3/18'ALUM.POP f8VEf5'® �__MIN.SEPARATION To GLASS • 10.O.C.BOTH SIDES (SEE SCHEDULE ON'SHEET 13) 'a 8 mot' _A, ALTERNATE LEG /// &ANCHOR t .� EO. ED.— J ORIENTATION IY SE SHEET 13) 13 / ALTERNATE LEG / ( &ANCHOR .W �////✓// ORIENTATION t/ar a 3/4'TExs st:REw w/ POURED CONCRETE OR. 5/8'WASHER OR 1/4':3/4' c 3. CONCRETE.BLOCK WAIL. BOLTS W/NUTS.&5/6'WASHER M REQUIRED 4.O.C. Q�S'mllE,' •g B BUILD-OUT .FACE MOUNTING INSTALLATION CONNBC11011 C4 SECTION 4 (SEE SHEET 13) %. 1/4'0 a 3/4'TEKS SCREW s j EQ.. EQ. OR 1/4'a 3/4'8°us W/NUYS POURED CONCRETE OR_J &'5/8'WASHER 0.6•'O.C. CONCRETE'BLOCK DU LL INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUI 'D',% -MOUNTING T o 11 SCALE N.T.S. ��� 'N•�dqy _ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINAT10N O SECTIONS: * 44167 ••{ 02ot7 11UEC0 INC. TITAN Il FOLDING IMPACT PROTECTIVE SYSTEM DRAIN�` E.D. EDGE DISTANCE 1- MOUNTING'SECTIONS.CAN',BE.COMBINED - (SEE SPECIFICATIONS ON SHEET 13) ; FOLDING SHULfER CORP: 07t2O/t7 1N ANY WAY TO SUIT ANY INSTALLATION. Y I� E C 0 LNG. GATE O f �•• TUA31 TESTING&ENGINEERINO COMPANY Ta6R KEUSTREET'PIACE = '•, �. tlGr WEST.PALM BFi1CM.FL J341S `r wa nr.xu. su.m.raG.w r+aoau.n.aneo 17=082 _ ...rw. (>w>teal-,aaa..a-,1saMn-InI w+:tBoo-a43-637t T SEE LIMITATIONS FOR®'ON,SHEET I tr NQL—•E`6�(,,It -.01:6Hrcooamsom mrfoW4q.liuttarmm oRAxtt1G No ••s.-_O P allT WALTER�D619P:E: %—. m,w o m,0, om.ow P.E.'-6FA4/SItNAIURE/DAIE 'FLORIDA Ui:.P.M Jr.,6T m,Fml ark 11 SHEET'6 OF 13 I MN.E.D. 0: 0 POURED CONCRETE CONNEMM C5 REQUIRED (SEE SHEET-13) O.G6Q'THICK S. r/ S. ROLLER HOUSING j RAIN HOOD (NON-STRUCTURAL)' (2)NYLON /10,3"3/4' ON'S.Y.S. BUSHINGS, 1/270 HINDS ■]/4�LONG NYLON LONG INOS. � RO.LlFRS 0.675'4(TYP,). (TrP•TOP)AND 1'LONG(TyP. --- -- B 'BOTTOM).EXCEPT AT ROLLER HOUSING M.) — ` 110.3'Es.'S.Ms.W/ 0.373`-LONG,NYLON. 3/16'ALUM, BUSHING W/A aAW: POP RIVETS, ILONG'TOP SECTION OSOO' - ®Is,O.C: D.C.AND 0245'i.6•AND. )` CONT.0.163'A0170-4.030' .0.223'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320'0.0.AND STWPPINC EA SIDE(TYP.) 0.245'La. (TMP) I ®T Ti8 WNTOC TON CLASS 'T a ' 74 (SEE�SCHEDULE LA t W YIN. ARA710N I ON SHEET 13) TO Cl'ASS I (SEE SCHEDULE. I ) 1 I i ON SHEET 1L 'F1']'. IN. SEPARATION 1/4"C x,I•TEK SCREW OR S (SEE'SCHEDULE O GLASS '1/4a-20'Rt'S.S..MS WITH F ON.SHEET 1J)OPTIONAL RAN GUARD [ NUT&WASHER:O 4'O.C. i 1 (NON-STRucruRAL), 7 ALTERNATE 3/16'ALUM. OPTIONAL RAIN GUARD POP NVE75 O 5'O.C. IAI AT RENAL F (NOH'-STRUCTURAL)' I 9 ALTERNATE I/16'ALUMKINIIII . . ALTERNATE LEG.I PoP f1IVT5 o S'O.C. n a LOCATION 1YRIt u'y AT REAR � 3/16".ALUM.PoP RVETS ANCHOR �'7 C7 ny 9 O 10'O.C.BOTH SIDES (SEE SHEET 13) a 16 ALUM.POP IDES TS �--- � O 10".O.C.BOTH SIDES EDGE OF E0. ... sloe IF iBtE / EDGE APPUOF �. . / _ POURED-CONCRETE CONMEC11ION.Ca REQUIRED (SEE SHEET 13) E0. EO: POURED.fANCRETE. REQUIRED. POURED CONCRETE REQUIRED (SEE. � •WN' •.MIN.EA. •MIN..E.D. (SEE,SNEET;13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED .MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION. 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE ..BL','gWn, SCALE: N.T.S. t°t1t A' ,p t Qom:'��••�(Q �'{ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) °° •y 0..2011 TIUECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CRAv"BY, NOTE FOR COMBINATION OF SECTIONS: * E.D. m EDGE DISTANCE No.44167 , '_ H.L. T- MOUNTING SEC(IONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET T3) S.* m/2o/tT IN ANY WAY TO SUIT ANT INSTALLATION. 1� • ST � ° _ FOLDING SHUTTER CORD: DATE ' TILUT TESTING A'ENGINEERING:COMPANY 7060 JU APEEf DIAL nn�ti. o. 3Q%.NRONA CR) M n MIN WEST PAW BFACH,'EL 3341] )'/-D(�'2, T SEE LIMITATIONS FOR�'ONSHEEf 2 `'s �"'..•�: ttl t �'� TEB-00067T8(wsMn.lm1 �'18G0.6T3-e]7t At -m4a:uwA000a.4om .».tolaN,pfnuH.n.wm OAWeING NA s/nR1e( �G.A wALTER A nwT ar.P.E 0110�' ..,p�T�F/.!'A CNAIURE/OAIE FLORMA.D4.+_'44167 m.ln-mr m/m/u m SHEET T OF t3 i POURED OR MOM CMKNEIE. 6000''1 8�__ E PER SORiWIEBLOC%WAL-RE0t4RE0 (SEE SCH011fE) ROtSaF 1/4Y rAPCON$ X X.OR9 DrP)(sasaEwuJ � ! / TABLE'l: MAX.SPAN TUBE LENGTH SCHEDULE(SUB£TOP OR BOTTOM) (6),1/4•.31CTEKS SCREW ——— — — ————— ALLOWABLE TUBE 'REQ•D ANGLE NUMBER OF ANCHORS Ar s ac.UxcnuQRUlr. o 0 0 0 0 .o .PER END OF TUBE 5PM TUBE PER 501[DUIF ———— —————— — TUBE MAXIMUM _ SPAN' LENGTH FA.END P�-T8 ALLOY o o—0- o SIZE Spy TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1µ9.:3301, SCAEY I TUBE TUBE TUBE 1/3'TTP. 3•.4•«rr« r:a'«5'.3•. 60' 106.0' 13 8 W.1/47.MGM . ]•.711/41 IDiatN Te NULL Anti[ -Ts NULL A+QE p 2"x4"xl/8"' 96" 85,0" 17 10 (SEE. sow-ME) SEE SCHEME) ARctE 144" .69.0" 13 a HCM I 80 117V 10 •2 i AN L,« d 2"x4"x 1/4" 96' 110.0• 21 - --- 12 BOL35111/i1 a.m « -- (SEE SC NOR,ANQE - -' ---- - -- (sEcsOHmulEj �a't ��. �� ®J EA.OrP) _ .SPAN tug+Ex 14.4" 91.0" 21 12 i 80" 909,0" 17 10 SPAN TUBE1AOUNTING 1NCTAI�ATION TYPICAL ELEVATION�rxr—r�is:(TUBE AT TOE) 2147xt/8" 96' 100.0" 1 21 12 144' aI'D" 17 10 N.T.G SPAN TUBE LENGTH •+/x'MN. 80" 124.0" 21 12 EG.DTP.) c 1p'Tw. 2"x6"xt/8" 96" 11.4.0" 21. 12 -1 144" 93:0" 21, .12 xa•ar rr« $ >)c VAIJD ALSO,FOR tEIOHEICNT TUBE INSTALLATION ONLY WHEN THE SUMATION OF.THE }1M ALU 0/ SHUTTERS HEIGHT ABOVE k BELOW DOES,NOT EXCEED THE,MAX.PRODUCT SPAN ANGLE �i •=•"1 4 SHOWN ON TABLE 1: .(SCE SCIEDWE) -��ANCtE�'. Y Y TABLE 2: MAX. SPAN.TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) + . O o O O. o. TUBE MAMPRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS 1 - 512E SPAN SPAN LENGTH EA. END PER END OF TUBE/4•P:3/a•TEx'SCREW SPAN TUBE PFR SCNEGl1E — — ————— —— — ————— 3•�a'.1f4".IE+IGM' eow-TBNLGr (Z-� )ARGE 60" 76.0" 13 12 s/a•TEta scRL+1 8 mN, .PER 2'x4"x1/6' 96" 60.0" 17 15 6000•'1PJC AT,x'O.C.L NaRICNOL0 a•NW.SPACWG BEIWE1t1 ANOMS(re) 144" 48.0" 13 12 OR cRa L (S)BaWS.Ot-+/4'S TMtias veIGC ELEVATIO (TUBE Al BOTTOM) 80" 87.0" 21 18 BLOCK'WNL RLLUREO ANCROIIS(TrP)(SEE SCNFD11iE) jiL y. 'fir Ts SPAN TUBE'MOUNTING INSTALLATION 2'X4"x;1/4••' 96 79.0" 21 i8 SECTION Y 144" 65)0" 21 18' "••n.Ti .Vmr GG. .SPAN NBE lFl (al 'mC. omo TEKS LY. r.r«m•«r xa�/: ) 80, 77.0" 17 15 AT 1'MO LoxQ+Ugwur, LDCM 609517E".:MOLE PERPIC 1/2•Tro. (3)Rarrs�tf4.o (sEE sQo-twLO 2"x5"x1,/8" 96" 70.0" 21 1fl UPCO( (Snt scNEDU1t) ®T 144" 57.0" 17 15 �41 80" 88.0" 21 to z"xs"xi/e" 9s" e1.D^ z1 1e Z 144" 66:0" 21 18 o 0 0 0 .o INSTALLATIONS DETAILS WZ SPAN TUBE INTO POURED CONCRETE +/4•sva p TEKSGhW. -------.-----.— OR GROUTED CONCRETE BLOCK WALL .amo'MOL O a'a.a O O O O .O (SEE sQwLFJ SPNE NBE PGi'SCHmVIE ——————————.-——— .- SCµE: N.T.S. aoe3-ra Near o o O. / o 0 o f�RCAJi7911 PER SCNEOUtE➢�„ I n A,p/L MA%.AS.D.DESIGN PRESSURE RATING t72.0 PSF S.LDICTH eons-Ta a �Ii, i�° FLORIDA BUILDING CODE(High & Non-High Velocity Hurc(cane Zone). +� MU NIQE r5 (SEE aa1EDQ0 T NO.44167 `: 0101 m1cC0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Or « FOLDING SHUTTER CORP. DATE POURED ooYOROE 67 .•. I I LIE C.0 I NI o. Ga'E OR CONCRUE xO • VOR /�' �• ; TILLIT TESTING tx'ENGINEERING COMPANY Ta09 XEILS4iELT PUCE BLOQf WNL REQU 1 �•:P«3-W«3-12 0/4' OR•"•. �f i Sass RW..wn:st.sY.5m eRCNA eNOFNS.n.a11sa WEST PALM BE1CN,FL Sul3 1 7-082 (e)1/4'•3/+'TExs s(REW MOM eoaJ-T6 N.UA MQE TYPICAL ELEVATION (T BE AT MIDNEICNTI ,� It:;."•• � t+ ad.:aw>sal-latO'....,Ew5�1_1>T1 Pto+eao-au-wn AT E'OG LONGf1UGfNLLY. (SEE SCREDIRfJ S \�,tTE -TOT:47taca0atl.uaat —A IEp.hutlaeeam GRA"q R. SPAN TUBE MOUNTING INSTA A TIONTUBE MOUNTING INSTA�TION s/ CV)FS WALTE�A TI06718r..PE •�i0' °'s °C""• mO1^1O1' °"C 2 1'SEE LIMITATION FOR®ON SNEET 2 '"p f, TUpE/GATE FLORIN Uc.4 44167 m . Ot/m/n SHEET B or 13 Ile..1 3/4' NPI.E.O. TAPCONS/CRETE-FIEI (SEE SHEEP EESTNG MUSS ANEV1=•1B•U.C. IS) EXISTING STRUCTURE (SEE SHEET 13) EASRNG 3gS 5.75B'MP.) STRUCTURE STRUCTURE 3/8•..THRFAOEO NO SI H \ 7/1,6•POP WETS OR �9 CEMERP[CE FORS t/4'o a t SJa' TAPCONS/CRE1E-FLEX / N".S/4"TENS o- (IYPJ i- 7 _ ANCHORS O ur ac. 13 \ 19'G.C. 1 1 1 /16•POP RIVET 3 1 or1 t or 1�t or t OR1/41]/4' l TExs c 1e•ac.} WALL FACE or SE END CONDITION —_- _ Ma 3/15'POP RIV7:T5 OR 1/4'w S/�•.TEnS Y (LE1ER9 111E,0A OR U5 _r OR C(TEfU0w .. (z) e o ao EXTERIOR 1 T,OIC:,) (2)po 3O"G:c.q "SPA FOR // \ o,e i uo ArYFOR uP O.oOµ05MTMI S� 18 1 \\ HORIZONTAL SECTION 20 TO 144'SPAN-(THUMB 18 SCREI WY BE NSfA1LLD (IDS WMOR HORIZONTAL SECTION SCREW NAY BE INSTALLED {LEVERS Ex(FAIOR) UOEWQR �) OR E%iW10R) /16•:POP RIYE15 UOptlCR,OR F%IEF10R) OR 1/�414•. >IC-IT—AT'LAST SEAT AT TRAPPED OWAUATMS � t".2'.t ��) 4"DR l J/ 6°6]-Ts ALLDY ANG t 4 OR l J 7Ek5 O 18'O.G I �'�r(f � ,YY,It(1 I TAPCON/GRETE-FUCK \ SHO SHOWN t SEE UtfEAT10NS FOR©ON SHEET 2 a+nTGTTs O'1B•O.C.TO -TARS.'e. -FLEx \ EXSTING STRUCTURE MICHORS O 1ST O.C.RE / E(GRNO STRUCTURE 00STING STRUCTURE BUILD—OUT 1M. 6063-T6"CO Ma E / ME. /2.r.,/B cGITr. END' CONDITION TUN. t/16'POP RNEIS OR,l/4•.J/4"iIX5aR FxISIWC SIRIICNRE w S. BOLTS W/ MD LOCK ANGLE Nuns o 12•G.C. END LOCK ANGLE HORIZONTAL SECTION HORIZONTAL SECTION NOTE 1 ' 2'a 2'k'1/ ACT6 1/4AH /'TEK CONY.KVY°UMMN-IE AA To OKE ONE LOCKING TUBE, PART 8.SHALL BE INSERTED INTO THE 70P AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE O 6'O.C. INTERIOR CENTERPIECE®OR% INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A W Qs o.sD•o.C.o ���TTTT WDSPAr+FOR w To ra• SOU THERMOPLASTIC"TIP MU BE INSTALLED. THE TOP 1.1.00" OF THE.TIP SHALL BE SQUARE, SPAN&.(3)FIS�a 30 o.C.o WOSP FOR UP 0.357"Ti0 357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE t@.AND SECURED TO 144T SPAN(THUMB INTO IT WITH:A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100"OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW NAY BE Gbg11E0 A 0.200" LONG BEVEL TOWARD THEE AND A FLAT TIP,; BETWEEN THE SQUARE TOP AND ROUND BOTTOM MERKRt OR EXTEA OR) OF THE TIP A SQUARE, 0,475"xD.475"x0.DW THICK COLLAR MUST BE.INSTALLED. AT, THE TOP 0F'THE, 4OR o5 ALUMINUM LOCKING TUBE (@ A 2—PIECE, THERMOPLASTIC LATCHING' MECHANISM.MUST BE.INSTALLED. ONE 18 SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366'x0,366"x0.630" LONG'END.SHALL BE INSERTED AND DIMPLE CRIMPED, (lEKR3 UOERIOR INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" `�� DR.ExIERIOR). DEEP BY 0.108" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING,LEVER. soD SOLID THERMOPLASTIC TIP INSTALLED AT (8)SHALL BE'ENGAGED INTO 3/870 HOLES DRILLED ON THE OUTER 1 (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( "Ex�iR 4 OR 5 SHOWN Irrrrrraui�� ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL MOWZONfAL SECTION ILA IQ.",• /T� FLORIDA BUILDING CODE(High &No High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ®2Gn nLTECG INC. TITAN'tl FOLDING,IMPACT PROTECTIVE SYSTEM 4416' CONCRETE BLOCK & WOOD (AS APPLICABLE) Fo�ulNc sHurrEe CORP. °'n°"' • P L��_p a,E T=T TESTING,&ENGINERING COMPANY 7089 HpISHiEkT PLACE � , WEST PAW BE1CN.E1.•73115 ,.• eas Iu:sau.s m.sox�weu pspp�,n,v1w 17-082 O',• 4 ''`V 1' ..amp,.w -law. (iwP1t-+st1 PH,IB00-6uft. 1' ......OP:- �;,T'` "wED-000671Blcom Nn•TaldngOlNMl..cam ORAtltNO No WALTER A TBUT Jn P.E. m... oppt)pu o rt FLORIDA Lfa 1 44167 SHEET 9 OF 13 2' 2'•1/8' .� ALUIIINUN ANGLE 9ULLO-OUT N 4.:S PEA SECTION uSREET 0 A A (1)SI16'POP,NNETS. 1/0' . EACH LEO OF 2-.2' ALMNUU ANGLE ANGLL` ANGLE LED.MAY FACE _ AWAY fRo4 OPFNNG c 7! (AS SHO,OR'fOWAR05 . OPENUS�NO'ANCHORS _ ___ REOURED TO HOST _$_ 13 SmCruRc v 1 BUILD-OUT NouNT \ PCR SECf1oN 4;SHEET 8 EACH LEO POP Po1'. #NQ lFG OF 21Y. ANGLE LARALTERNATE WALL EXTERIOR' ELEVATION BOT s°oEs PLAN VIEW A-=A U N+T FOR'ON[ OF PRODUCT OR'BOTN ANGLES `'\�� e ® ``I (2),,/v x 3J4 II . ®� OPTIONAL SIDE ANGLE TEKS I ]/16'POP 'V' I.1/2'.1 I/7':1/e•.a O'-3' (FOR SECnON 4,SHEET B) RIVETS PEA-,ANGLE TO (�NN/.AWWNUN ANGLES TOP.h .TUBE I BORON OR TO WALL(2 REOUyQED) (2 1/4'4 TAPCON/ -PLEx AmCKoAs FA ANGLE TO Sl/H . T/PCOHS/[BETE-FIEx Fd OEUENNOT HE FLAT 'ANC .O 19 O,C 3/16-POP RNETS OR EIUSnAG STRUCTURE ,1/4'A.3/4'TENS 3 'Lb• 0 72'O.C. • 3 1/2-LUN W CORNER. POST % i EDGE OF COHgiETE �. ISOMETRIC. SLAB EE.fU MP.AT'TOP.AND BOTTOM SLABS) '1.9 n END OR LL ENOT' T 4 TRAPPED END CORNER POST CONDITION Wf FLAT END HORLTONTAL SECTON r .•'�}t+E'1fs,` FLORIDA BUILDING'CODE (High'& Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, tip. a4 r o,2on TaTEco nR TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN,mi- By'. k =ram CONCRETE BLOCK & WOOD (AS APPLICABLE) IL EC o�N�. °'OLTE ... ppp FOLDING SHUTTER CORK oh S� C7 �l/ T1111T TESTING,h 1D,OINEER N0.COURANT 700➢HTLSITEL7 PLACE Ort Ij 1`( G W.xm.s.su...m xnm«mdNO{��,A anm NEsr M8 BF/cH:FO 13 17-062 n N•ew aimNn-.m0.fu,(pn-tml PN:1600-64J-637i S �T.....•.•i,C;�' .1' -maE: 00067I WALTE A. P.E.-aEw^,A1VPE/DATE FLOROA UUIi.4407 JP a.w oonn�..n.laoantn.9shutten.mm m '.DAAWINO Na SHEET 9A OF 13 i WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURLL) WALL FINISH 0.060'THICK S.S. LONG NriON BUSHINGS/ (TYp1/2"�70P)4� commeanaN C2 Yi ROLLER HOUSING µD 1'LONG(Ty,BOTTOM),aCEPT zu AT RDl1ER HOUSING(TTP.) L 0.060'THICK S.S.ROLLER HOUSING.----------- -" OPnONAL RAIN HOOD (NO \ (NDn=SfRUC7URAL) O.aws(TTp.)- lB 2' OOD I HEADER:REO�D. i /.1OX 0.3'5:5.S.M.S.W/ 3/16'ALUM.POP 0.373'LONG NYLON. RNETS,.O To-O.C. COHIFgION CT BUSHWC W/A 0.150' LONG TOP SECTION 0.500' 0.18J'.0.270' 0 O.U.AND 0.245'Le.AND 0.030' .0.223'LONG MOW WEATHER. I 0f. SECTION.0.320'OD..AND ,qX 0.245'Lid. SIOfw(TYP.) T u N u ! 3.7B'ALUM.POP CTIP. MIN.SEPARATION' .. 2.4'CONT.WOOD I MIN.SEPARATION E, TO GLASS 0r HEADER REQ'0. TO GLASS rr++---------(SEE.SCHEDULE (SEE SCHEDULE 1 or of W T ON.SHEET 1S). p�t. 3 011 SHEEP 13). 'L7 2'.4'CONT.W000 I 1I PLATE REO'f). I / VVV fAL if WALL FACE MOUNTING INSTALLATION W i SECTION 2YV (LOP) o 1 iK CAWEOTION cT II WALL FINISH. WALL FACE MOUNTING INSTALLATION .SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE.'(High &'Non Nigh,Velocity Hurricone Zone) T SEE LIMITATIONS FOR®ON SHEET 2 02017 TRTECO INC. TITAN TI FOLDING-IMPACT PROTECTIVE SYSTEM 0�at.,at No.44167 I`I,�ANY TE FOR GOMBINATIOM. 0/17 OF SECTIONS: FOLDING SHUTTER CORP. e7/ATE. T- FOR WOOD FRAME CONSTRUCTION:'WOOD MEMBERS TO :-O'. � IL E_CO INc. DATE. BE HAVE.A M66.SPECIFIC D£NSTIY OF 0.46 OR ED. MOUNTING:SECTIONS CAN BE COMBINED ` Q 706e HELSTREET PLACE WAY TO SUIT ANY INSTALLATION: m K.TESTING.a ENOINEERMML.PAHY WEST PAIN BEAM iL 3y11J O / ATw HY:ssH ss,m.N E NR9 N cA®oa.n,alle< 17-082 'P�s• ORI + w«_, twe>..,,,u, PH:1600 su eJ7} ,} <- l:Wb<oYaol.com .r/.tWEinyAutbm.c<m DRAYINO K. EB-0008719 WALTER A TLLLIf dr.P.E. _LElOATE. FLORRIA Uai.11 M167 SHEET f00i'}J.. 1/4'4 a 3/4'TEKS SCREW OR 1/4"a:-3/4' BOLTS W/NUTS'k WASHER 0 6-O.C.1 1 4"r8'(LCAJ.EIUSTMG WOOD BEAM ! ! 7 r ! REQURED.STRUCTURAL ADEQUACY OF.E%ISNNG WOOD BEAM To BE /'/ /� I 1 ENGINEER BY REGISTERED // I ENGINEER OR ARCHITECT PRIOR ' —WALL FINISH 02'x4 CONT. .060'THICK S.S. i SEE LIMITATIONS FOR�ON SHEET 2 TO-PROWCi.WSTALLA110N. COS E ROLLER HOUSING / WOOD HEADER• I I ED. EQ. OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS; �� f / '(NDN-STRUCTURAL) R /loa3'S.S.S.M.S.w/1/z'm.3/A• I- MOUNTING SECTIONS,CAN BE COMBINED CONNMTM 05 i 2t LONG,NYLON BUSHINGS(Typ,TOP) IN ANY WAY TO SUITANY IN5TALL,TION. AND 1`LONO(Typ.BOTTOM),V(CEPT /f/ AT ROVER HOUSlw OP.110NAL RAIN HOOD__ ___ ______ .(Rates n 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ BE HAVE A MIN. SPECIFIC DENSITY OF 0.46OR EQUAL c I IIO.B55'4(TYP.) I I i I __i_� II B IIII I I1 iI II I rf 11 i' 3/Ie'ALUM. �- �•-UJ i LL_,i I B POP.PoYTS,. /10■IN SS:S.Y.S.0"LONG, T LONG NYLON ALTERNATE'LEO O 10'O.C. BUSHINGO.D.W/A 025' LONG.TOP SECTION VETS LOCATION CONT. 0:600'OTTO 0.0 TI O 0.320 i0..AN O023'LONG 0 111,RIVETS (SEE NOTE') 0.163'a0.27Q'a0.030'. BOTTOM SECTION'0.320"'0.0.AND 0:245'I.tl. 4 USS ULTRAFAB WEATHER (TYP') YIN.SILASSION 1 STRIPPING EA.SIDE 70 C C (TYPJ I I (SEESCHEDULE I I; _T or Q�t�� ON SHEETHEET13)3) hw I I T)or t .ti LEI TO PARR N A9NTO'GLASS I I (SEE SCHEDULE t or N g (SEE SCHEDULE ON SHEET 13) TO ON SHEET 13) T Or t v t : � T. or Q� t ALTERNATE 3/16•.ALUY ,(. ! ALTERNATE EEG OPTIONAL RAIN GUARD' , POP RIVETS'0 S'O.C. �"LOCATION (NON-STRIICNRAL) ALTERNATE EEG AT REM. - __I I f�':I 1 (SEE NOTE!) '' f LOCATION I II LL JJ II �( SEE_ NOTE OTE f- r _I�•_i) I II n a•� ..n. I•_ ^+,a5 II II ALTERNAT mill E 3/16 -1 POP RNETS O 5'''PO1^1C1Y.L--J 1 AT REAR CONT. 1 I_ $_ I1_____ ___________ WOW PLATE REO'0. C 7'6'ALUM..POP RNEIS n n 5i B --------- a 0.0'D.C.BOTH SIDES ALUM,PCP RNS ti 3 0 1 0'O.C.BOTH SIDES i a�3 115 'I 1 2'a6•MIN.WOOD EQ. EQ. E0. 1 1 DECK REOLUREO ) u. g L 111 NO!FINISH ALLOWED 214''EOM:. 1/4Y x 3/4•M(S SCREW WOOD PLATE I OR 1/4"is 3/4'BOLTS W/NUTS I/4'm a 3/4'ER SCREW REO'D. ! '1 4`I t1 1 5/0'WISHER OR 1' '3 5/0'WASHER O 6'O.C. .CONIECIg17 CO ' 1/1':3/4'BOLTS wJ NUTS& 5 I l CONN".RION C4 '•I 1 '`I I 5/B'WA HER O 4'O.C. 1' i �I� 1 2'-MIN.E.0.- MIN.EA. CONNECT101L C3 11 `i it WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION Q� SECTION 41N SECTION 4AWF�L ��� SECTION 7W 11� �.• /�4/ FLORIDA BUILDING CODE(High & Non High VelDcity Humic°ne Zone) NQI!'✓• :ALTERNATE LEG LOCATION AND ANCHORAGE i0 WALL SHOWN OOTfFA 02017'TLTEC°INC. TITAN.:11 FOLDING IMPACT PROTECTIVE:.SYSTEM DROW By. o.44167 INSTALLATIONS DETAILS INTO WOOD FOLDING SHLITFER CORP. °UTE IL ECORIMC. �� SCALE N.T.S. �A••' Av�{c 1•tQ TIWT TESTNO d[ENGWEERINO COMPANY 7059 HtLSTRW,RACE 'p '• �1' .•r•(`+ 6W ru.]PA.u.a..]men�wwa Nimoa,am WTsf PALM.BEACH.FL 35413 17-082 PH:1e00-643-11371 its:'• 'ORE �1 1. — c 1nEee aW.com •.. j"e 9d'.tw al DRAWWo.N. • II 0006778 0� •, WALTER A TLL11T Jr.P.E. • (M1E FLORIDA Uc.1 44167 SN[Ei V OF 13 .-TO SEPAFATION .GLASS- �. MIN..SEPARATION B (SEE SCHEDULE TO GLASS. .i or ®i 8i ON SHEET 13) (SEE E ULE or ON SHEET 13) �� , OPTIONAL.RAIN.GUARD (NON-STRUCTURAL) 1/4's.1'T'cx. I' ALTERNATE.3/16'ALUMS a SCREW OR 1/40-20'xl^ POP RIVETS O 5'U.C. S.S.MS WIM NUT& AT'.REAFL WASHER O 4'_O.C. I 7 n in 3/16-ALL%POP RIVETS____ O 10'O.C.BOTH SIDES 12 If EDGE OF SLAB CABLE ! �_ EDGE OF SLAB ALTERNATE LEG dt' CONRL'TWI C? r 1F APPUCABLE .ANCHOR LOCATIONI (SEE NOTE•) - -- 2':6'MIN,WOOD OECH REQUIRED (NO FINISH ALLOWED) CONNECTION CS EDGE OF 2'MIN..E.D. SLAB IF EDGE OF 2'LON.E.D. APPLICABLE SLAB IF E0. pPPUCAOIE t SEE LIMITATIONS FOR ON SHEET 2 A T TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) 1 MIN.ED. 1'MIN.E.D. NOTE FOR COMBINATION OF SECTION 2DEC MIN.WOOD 1- MOUNTING SECTIONS CAN.BE COMBINED DECK ALLOWEREQUIRD) (No FINISH ALLOWEB) IN ANY WAY.TO SUIT ANY INSTAL1ATlON. MW.S CGLASnoN 21C OWtt.W000 TO CUSS FLOOR. MOUNTING. INSTALLATION NOTES, PLATE REWD. —� (SE SCHEDULE SECTION SAW (BOTTOM) ON SHEET 1:3) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EOUAL WALL FINISH ) - (3)5/16'P LAG 2• or +(y -. E 2- SEE SECTIONS-8W& 14W FOR MAX.A.S.D. DESIGN t/ i SCREWS W/2 1/2-WIN. MIN.ED. PRESSURE RATING& SPANS '4 \ 1'r 4'..1/e' PENETRAl10N AT MIOTWOIM ��� ALUNINI.UN lU E (2')OF RAFIER/TRUSSES w T/4-x4''(6063=16)FLAT TRUSSES OEXIMING 2X WOOD 27x4 4W.W000 T s� PUTT O`•fi'x0-Cra SNOS O I6'O.C. AFTER AT 24'O.C:MAX. 1 ` BETVIEEN TRUSSES AR o .560" `1 1/6%4'(S063-T6)FLAT PLATE W/4/4'0 xl'TEK11 SCREWS O 4'O.C.IN (2)1/4'0 TAP.CON OR 1/4•0 CRETE-FLEX ;n 6 BEf11EEN 116C IN' ANCHORS OR/14 NOS WOOD SCREWS OR 1/4.0 _ __ _ _ EOCE(IF APPLICABLE) NOS LAG SCREWS AT MIDWZTH OF Ek 0.W/ % �' 2 1/2'Min:THREADED PFJNEIRATIONINO WOOD `1 STUD' �N II 1(170 x.3I4•TEK (22)NYLON 7j4'MAX PLYWOOD EXISTING SOFFIT `1 CEO. O.. SCREW OR SS.BOLTB'W NUTS& --SIOx3`S.S.S.N.S.W/'1/2'0 x3/4^LONG '�, 'r,1 OI.`. WASHER 0'6�O.C. O,B55'0(1YP;) NYLON BUSHINGS(Typ.TOP)AND 1'LONG 1/4'a x.3/4'TEN ^ I 8 Y (�)BOTTOM)•.EXCEPT AT ROLLER HOUSING i �' y .SCREW O 6 O.C. O,O x 3'SS.S.M.S.-W/ MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373'LONG=s .BUSHING W/A 0.150 I SECTION 14W BOTTOM LONG TOP SECTION 0:500' _ 6MS'xD.27D• INSTALLATIONS D E,TEI�'YL �-1>,.. (- o.D.AND oaas''t.e:AnD 0.030' ( u/ !MAX. A'.S:D. DESIGN PRESSURE RATING= +66.0, -60.0 PSF 0.223'LONG BOTTOM MIN.SEPARATION ULTRAEAB I NTO W�OOQ��� T��.. SECTION 0.320'O.D.AND To.GLASS , WEATHER 1 QI ��••'•,�EN ••,.� FLORIDA BUILDING CODE (High & Non,High Velocity.Hurricane Zone) 0.243'I.O. (SEE SCHEDULE STRIPPING FA. Or .(7 T o SCALE N.T:S. ON SHEET 13), i SIDE(TV.) I 'Cl T• No.44167 '• 02017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °�By` 20/17 FOLDING SHUTTER CORP. °"a,TE IL ECOi,eN:. TE HEADER TO TRUSS MOUNTING INSTALLATION ;v TLUT TE577NO&ENGINEERING COMPANY TDee NB151REEf.'RACE. aV WFST.PALM DUCH.FL 33413 1 7-082 �j kA,. exu Nci:�iwMi'.Uo�m uL ]ree PH:1600-64s-e=l •�D.0 '•. 0 !OT .-n,a:un too`ea.com m./a�nu.n.lu..�m oRAexc xo SECTION .8W (TOP) fs �,,,`` Ee_oNofinv MAX. AS.D. DESIGN PRESSURE RATING. +60.0, -60,0.PSF WALTER'A TN7r.P.E. •.p, I.ls)F41A1(!RE/OAIE ALTER-A"Uc 4 4416] u:a.. ua/mna en SNECT 120f\3 MAXIMUM WIND PRESSURE (p.s.f.l CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM. (MAX. ALLOWABLE REACTION TOP &.BOTTOM L8/F..) (MAX,.ALLOWABLE REACTION,TOP & BOTTOM LB/FT) SLATS:SPANS SCHEDULE. FOR*MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B &.2 1/4" FOR C ANCHORS) .wm WMUM SLATS$PMS E Naa.ANnwLXE CONCRETE CONCRETE BLOCK STEEL I WOOD TITAN MIN. E.D. .SHOWN ON ANCHOR:.SCHEDULE PRMSURE P05ma I Nomm �a" CON. ANCHOR ANCHOR TYPE .ANCHOR TYPE ANCHOR ANCHOR (*h) PRLSSURE ARl IiE A elop CONNECTION ANCHOR CONCRETE CONCRETE BLOCK D-0 (L-1 TYPE SPACING. TYPE TYPE TYPE SPACING ANCHOR"TYPE ANCHOR TYPE 30 psf 144:0 144' 180 Ib ft A B C A C E A C F A B C A C 60.0' 60" 88 lb/ft 9 425.LB/FT - .388 LB/FT 157 LB/FT 134 LB/FT 256.LB/FT-397 LB/Fi C1 -Fr 347 417 L , 388 LEI/Fr - 1.34 LB FT 35 psf 100.0" t00" 146 Ib/ft 6 4 418 LB FT 236 LB/FT 2 LB/FT 383 LB/FT 432 LB FT ClC1 144' 144' 210 lb/ft - 6 461 LB/FT 418 LB FT' 202 LB/FT73 12 L F B 60.0' 60" 100 Ib ft C2 9 456 LB/FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT ___- _____ 142 LB/FT _ 40 psf 100.07 100" 167 Ib ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144' 1 144' 240.Ib ft 6 525 LB FT - 41.9 LB/FT 312 LB/FT 285 LB/FT'353 LB/FT.443 LB/f7 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0" 60.0" .115 Ib ft 9 390. LB/FT - '309 LB/FT 157 LB/FT 934 LB/FT 257 LB/FT 329 LB/FT 9 372 LB/FT - 309 LB/FT' - 134 I.B/FT 80.0' 80.0" T54 Ib 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/Fr-` - 375 LB/FT - 202 LB/FT 46 psf 970" 97.0" 187 lb/ft 3 813 LB/FT - 572 LB/FT :326 LB/FT 304 LB/FT 418 LB/FT 631 18/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 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/Fri5 LB FT - 370 LB/FT 134 LEI/FT 144' 275 Ib ft C4 6 5 9 44 92 LB/FT - 448 LB/FT 236 LB/FT 202.LB/FT 357.LB/FT 483 LB/Fi / 60.0" 60.0" 125 Ib ft 6 501 LB/FT - .448 LB/FT - 202 LB/FT C4' 3 972 LB/Fi - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 89.0' 89.0" 187. Ib.ff 3 9:12 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0' 100.0" 208 Ib ft 9 281 LB/FT - 224.LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 155 LB/FT ,9 226. LB/FT - 224 LB/FT - 83 LB/FT 120.0' 120.0' 250 Ib/ft C5 6 421 LB/FT - 334 LB/FT '122 LB/FT 125 LB/FT 214 LB/FT '155 LB FT C5 339 LB/FT' - - 125 LB/FT 144" 140' 300 Ib ft 3 843 LB/FT - 670 LB/FT243 LB FT 250 LB/FT 432•LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0' 50:0. 138 lb it 9 273 LB/FT 325 LB/FT 215 LB/FT - - 1-38 LB/FT 102 LB/FT qZ1 h.g%Ff 251 ;LB%FT - 81,0' 81.0" 157 Ib ft C6 6 410 LB/FT '487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT C6 221 LB FT 251 LB/FT 55 psf 100.0" 100.0" 229 Ib It 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/F 307 LB/FT / - - 120:0" 120.0' 275 Ib ft 3 '663 LB.FT 756:LB FT 646 LB/FT - - 137" 134" 330 lb/ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT '153 LB/tT 232 LB/FT 236.L6/Fi - 60.0` 60.0 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/F.T C7 - 80.0' 80.0" .200 MAIL 2 - - - - - 305 LB/FT 3. .388 LB/FT. 460 LB/FT 244.LB/FT - - 60 psf 100.0" 100.0" 250 Ib it 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB%FT :409-LB/FT 1t5.0' 115.0" 288 Ib it. C8 8 736 LB/FT 894 LB/FT 814 LB/FT - - 397 LB/FT 252 LB/FT 8582 LB/Fi691 LB/FT ,614'LB/FT - 131" 128" 346 Ib ft 6 982 LB/FT 1194 LB/FT Big LB/FT, - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT .819 LB/FT - - 59.0" 59.0" 160 Ib ft 65 psf 92.0' 92.0" '249 Ib.It 100.0" 100.0" 271: lb/ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 2SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 lb/ft- .60.0, 60.0. 175.Ib ft ANCHORS ANCHORS 'MIN. E:O. MIN. SPACING 70 psf 100.0" 100.0" 292 lb it _ _ SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION ...HURRICANE ZONE GONG. C.BLOCK:WOOD_STEEL GONG. C BLOCK WOOD STEEL ... 121" 118 374 Ib.ft SPAN HURRICANE..ZONE 1/4"0 TAPCON W/ ADVANCED 0" 59:0" 59.0' 187 Ib ft ZONE .1 2 3 ZONE 4 A 3.50"- '2.50" N ,N/A 4.0 4.00 N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117" :114" 387 Ib'ft 5'-10" .2 1/2" 1" 2 5/8" 80 sf 113" Ill '400 Ib ft AS LESS B 1/4 +D x 3/4" SOLID SET 3.50" 3.50" 1.00- 3.00" N/A N/A. 107" 2 5/8' + 1" 2 3/4"+. C 1/4" 0 CRETE-FLEX' 3.00" 3,00" 3.00" N/A N/A 100 psf 101 99' 447 Ib ft TO 8'-3" 97" 1/4" 0 ITW-BUILDEX 120 psf 8T 82" 484 Ib ft �8•_3• E N/A N/A N/A N/A 2.00' 130 pef 80' 76' 483'Ib it 3 1/2" 1" 3 5/8" TEK SCREWS TO 12'-0" 140 psi 74" 7Q 484 Ib ft' 14 NOS-WOOD SCREWS OR �fi�iiiiii F {1/ N/A N/A N/A .2.00" N/A 150 psf 69' 66" 483 Ib ft I! �.. 1/4:" NOS LAG SCREWS AS DEFINED BY ASTM'E-1996 STANDARD. 160 Dsf fi5" fi2," 483 Ib ft FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) pHCIEr.: •�• EXCEPT THAT 3 5/8" SHALL BE USED ' L+�MAXIMUM ALLOWABLE,PRODUCT SPAN FOR A FOR MOUNTINGS AS PER'SECTIONS 3, '••�✓�••••••�•'•. 02017 1RTEC0.INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRON BY` Y.L GIVEN POSITIVE A.S.O.DESIGN PRESSURE.RATING. L- MAX.ALLOWABLE PRODUCT SPAN FOR A 4, 4A & 7A. ; 07/20/17 GIVEN NEGATIVE A.S.D.DESIGN PRESSURE lL E:C FOLDING SHUTTER CORP. DATERATING. TIWi:TESTING k ENQINEERINQ-COMPANY 7089 NFI6IPFEr PLACE FINAL MAXIMUM.ALLOWABLE PRODUCT SPAN 15 'O i, ✓�;'L� ew NY.xu.s->,r.w.Nnorw w+ma.n.ssree WEST PALL 86 .:FL 313413 17-082' EQUAL TO THE MINI EUM DETERMINED PRODUCT '9 � on...`fm11n-rqr...rw:(wales-rfar� Wu 180D-8.3-6371 SPAN BETWEEN'L+'AND'L 0iC^'..�ORIOP.�' 51y` •�c6 00.05719 m m]�alnqunntvacom oRAwIMa N. C WALTER A.TRLT Jr.RE r• � nn ,Qy E RORIOA Uc.0"t67 m,scu w7wln v SNEET 13"Of 13