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HomeMy WebLinkAboutProduct Approvals Florida Building Code Online Page 1 of 2 f BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications l Contact Us BCIS Site Map,I Links ' Search dbm' r & �( "";;,, roduct Approval SER:Public User j Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail i FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@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 i 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 12/31/2028 Validated By Troy Bishop,P.E. G Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 O.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGtVXQwtDgv2aBQpHpQQ... 2/12/2019 i I Florida Building Code Online Page 2 of 2 0 I Product Approval Method Method 1 Option D 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 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 #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 Reoort 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next � Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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,i 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: —0 ® 9 M f. Credit-card Safe., I i i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgv2aBQpHpQQ... 2/12/2u 19 v Mcastle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr Marin Luther 14ng Blvd Riviera Beach,FL 33404 800.643.6371 Property Information Building Information Owner: LEWIS,STACY Wind Zone: 160 MPH. Address: 18706 TRANQUILITY BASE LANE Exposure Category: C PORT SAINT LUCIE;FL 34987 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. V ji[ Risk Category: II Design Pressure Calculations Opening Location Device Device DeviceJL Max Positive Max Negative NumberIL Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 49.75 50.5 7 32.3- -35.1 2 Int 26 63.25 7 33.2 -3;6.0 3 Int 52.25 87 7 31.0 -313.8 4 Int 25.75 63.25 7 33.2 -316.0 5 Int 37 63.5 7 32.4 -35.3 6 Int 48 22 7 33.5 -36.3 7 Int 30 72 7 32.6 -35.4 8 Int 30 72 7 32.6 -35.4 9 End 42 63.5 7 32.1 -42.1 10 End 42 63.5 7 32.1 -42.1 11 Int 96 99.75 7 29.4 -32.2 12 Int 107.25 63.5 7 30.1 -32.9 13 Int 18 75 7 32.9 -353 14 Int 18 75 7 32.9 -35.7 15 End 33.25 23 7 33.5 -44.8 I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 i - Customer: LEWIS WorkOrder Number: 11182019010 N0301 v Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing i 1 -35.1 49.75 50.5 61.75 52 48.75 9"o.c. 9"o.c. 2 -36 26 63.25 38 66.75 63.5 9"o.c. 9"o.c. 3 -33.8 52.25 87 63.625 100.5 97.25 9"o.c. 9"o.c. 4 -36 25.75 63.25 38.25 66.75 63.5 9"o.c. 5 -35.3 37 63.5 52.75 68.5 65.25 9"o.c. 9"o.c. 6 -36.3 48 22 64.5 27 23.75 9"o.c. 9"o.c. 7 -35.4 30 72 41 77 73.75 9"o.c. 9"o.c. 8 -35.4 30 72 41 77 73.75 9"o.c. 9"o.c. 9 -42.1 42 63.5 58.625 68.5 65.25 9"o.c. i 9"o.c. 10 -42.1 42 63.5 58.625 68.5 65.25 9"o.c. 9"o.c. 11 -32.2 96 99.75 117.375 103 99.75 9"o.c. 9"o.c. 12 -32.9 108 63.5 127.5 68.5 65.25 9"o.c. 9"o.c. 13 -35.7 18 75 29.25 77 73.75 9"o.c. 14 -35.7 18 75 29.25 77 73.75 9"o.c. 9"o.c. 15 -44.8 33.25 23 46.875 28 24.75 9"o.c. 9"o.c. I ,I i I i G GENERAL NOTES: I.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'0 CREPE-FLEX,AS MANUFACTURED BY RW/BUILOEX, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR B 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(MINI) & 1609 (NHLMZ)OF THE ABOVE MENTIONEDCODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR N4�; 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 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 OR 1/4'0 CRETE-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.O.) 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 C5.OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED IN ORDER TO VERIFY THAT COMPONENTS &ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33%INCREASE IN PENETRATION ENID WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR $14 NOS WOOD SCREWS OR 1/4'0 NDS -- .OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 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& 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.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE MIN. 12 CAGE,FY-33 KSI (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS ID&®SHALL BE 8 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 TTY BUILDDI TEX SCREWS, W/FULL THREAD PENETRATION. STRENGTH & 187.4 kei TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co. BOX 507.WEST CHESTER PA 19381. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITW BUILDIX TIX SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE FY-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi 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 ITW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALT.ONLY BE ATTACHED TO CONCRETE. BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE VIETH WARNING NOTE DURING PERIODS OF HURRICANE 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 THREADFORM TECHNOLOGY.AS MANUFACTURED 13Y L.T.W. BUILDIX• INC.TO MIN. f c-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x,3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. f c=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.1•c=3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NQS' BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. Al)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE 5 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(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. -- A2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE 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. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INYALUD IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 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.E.D.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON/4' C ADVANCED THREADFORMDISTRIBUTED TECHNOLOGY, S ID SET MANUFACTURED BY I.T.W. BUILDIX, 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'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R_ NOTE$ 1111 / 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'. 11 g pA, t/(���'_ PERMITS IN THE STATE OF FLORIDA EMBEDMENTMINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. 11 w T B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT. NO A c •• FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG '• .O.44167 •� * ®2017 nu¢o wc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM I V ONr.nN er: MINIMUM SHOULD STUCCO IXlii AND i'MINIMUM FOR WALLS 1VITH NO STUCCO. MAL B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 07/20/t7 FOLDING SHUTTER CORP. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE • 1 L ECO SITE SHALL BE PS INDICATED ON NOTES 8.1 &B.2 ABOVE. '��//�� .�,p'L.�,yYy�)1�• ,��`1 TILUT TESTING k ENGINEERING COMPANY 7080 HDISfRM PLACE '^=(_(1 ���7.!••L �r e]]e xM.]Wn$4 9b.]a].NRaNu G4ma13,M1 Slim N'c3T PALO BEACH,R]]It] V,��l'!( !!!- \��I cea,.:e.:a�Im Me.oa.,tamin,-IIt Iw: JI BEA 4]-s]71 17-082 % ANAL� - t-at.o0aol.mm ...ladnghutta.cmn GRAVING Na s, E1-0006719 WALTER Ai1LlR Jr.P.E. an.a o�m e.a m.x. P.E.SETt[ISIG_uTUAE/DATE _R.CWOA Lk._[_"157_ mawao ua ua 1-- ar-,:, a- _-- -- SHEET 1 GF 17 --- -- ws* Z"F* S 14"' .062- Or so, FF -rte I Q)SUT (a SLAT WIND 0 HAT . �'X7'F.RIOR CENTERPIECE -T6 ALLOY (TO BE USED FOR ALL INSTALLA77ONS 6063-T6 ALLOY 6063-T5 ALLOY -IS ALLOY MAY wauDE PERFORATIONS As PER (T0 BE USED ONLY FOR INSTALLATFONS DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE MOE -76 ALLOY MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20.21 &22 ON SHEET J.) 2,69 ZIJ2' ,m. 27,6- 202' -2.657' -um_ .63f, F .042- 1.Na)9w 2" MAX, B.O. CEILING .HEADER B0TE09_S_Q_LR_A_CK BOTTOM. TRACK ADAP 063-r W" 0<@ 6 ALLOY TER -75 ALLOY 6063-75 ALLOY S"IEW. TRACK T6 ALLOY 0063-T6 ALLOY t2 COMPONENT 0 b ti t2 c 13 2' 5"MAX. 0A25' 0.125' F_ 2' 4'MAX 0.25* 0.25' 4.4W4•- ff—A-0-0 ALT. BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD ALUMINUM ANGLES 6063-T5 ALLOY 63-T6 ALLOY 6063-I6 ALLOY 6063-7`6 ALLOY PONENTS FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) 02017 MTECO ND. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAA14 BY.ILL % 07/20/7 FOLDING SHUTTER CORP. TILIECOmc. 318"0- 3 ACETAL AW7 70S9 HBASFRW PLACE 'I WEST PALM BEACH.FL 334 3 17-082 LOCKING PH.1800--643-OM THUKW=w CORNER POST DRAVWG Ift 6063-T6 ALLOY m SKEET-J-& FOR & 6063-T6 ALLOY WALTER A.001.5149, P.E. Am t- FLOPJDA R 4 r . �.000 EARMse (J)ROttS OFe 1/4'0 HOLESio TOTo0 EA. SPACED J/B'TH Z-CUP EACH SIDE TABLE 1: SOURCES FOR &OO DIECTN 0 O OIRECRLWS. . OF IWNDOW(SFE TABLE i) OPTlOATSLAYSO SLA75 RL4cJ Oto IYPI(N.PR/7PlFnESSTANDARD SWIC INNOVATIVE000 KNUCKLE RDIEFFNCE MATERIAL/SCIENCE PLASTIC 3nT�) 000 20 2� LLCMAKROLON 31 LEXAN 103 RESIN 000PHYSICA QOQ VIEWING LCUIC GRAM ASDL 0792 0.043 Io/In 0.0431b/in - .. 000 pAq En I WINDOW � -- RAT iVRT TENSILE YIELD STRENGTH ASM D638 9,400 p.s.i. 9,500 P•sJ. a sur A° FLEXURAL STRENGTH AT YIELD ASM 0790 12,500 p.aJ. 13,400 p.sJ. JFmFLEXURAL�NTR; AL NODULUS ASTM D790 340,000 p,sL 345,000 p.t7. C? 1.000' P-j SNAP-W END Z CUP TOP/80TTOMNOTCHED AZO° ASTM 0256 to Fi-ie/. 17 Fr-ib/inMAOF MNDOW MSe9ADTRIDH a- (SEE TABLE 2) R 2 KJE DNEN ASTM 02843 47.2 2 64.5 A MAX Cs RATE OF BURNING ASM D635 C-1 CLASS C-1 CLASS as: A SELF IGNITION ASM D1929 1040'F 980'F H SLAT WINOOYY �i1 SLAT WINDOW 0.060'THICK WEATHERING: ASTM 0155 U 2 V s POLYCARBONATE WETWNG TENSILE STRENGTH AFTER WEATHERING ASM D638 9302 ps.L 8840 p.a.i. W N WINDOW(SEE TABLE 1) 2 W 2 TENSILE STRESS BEFORE WEATHERING ASM 0638 8461 p.s.i. 8880 P.a.i. 1.000' NO -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED h01 AIAX. N A MINIMUM OF 24'APART- W17H 12'MIN.FROM ENDS OF SLAT TOP&BOTTOM. In ENTERPFO 7 SLAT MUST ElER BE INSTALLED D F TABLE 2. SOURCES _ruNr, 7D IECES�OR©,NOR A7 CORNERS R OPRODUCT. MASTER TOOL COMPANY O ro Gil lr/r ��}►� 7�r }� TYPICAL PROPERTIES �aO� 0000 �- ® SLA nAl DOFI DETAaL REFEReT'CE L?TACK NYLON PART /zasJs 1/e 00 00 (ELEVATION) SPECIFIC SPECIFIC CRAVDY /STN 0792 0.042 Ibul' SLAYS /� 00-0 SLATS 20 /� N KNUCK 000 KNUCKLE WEIWNG McruAy,Ir�; (TMP) 0000 I q (TMP) 1 s WM WINDOW TENSILE TENSILE MELD STRENGTH AS0638 11.500 p.s.i. 0 0 0 (J)ROWS OF AMP 6� p.osa aPrp FLEXRAL STRENGTH AT MELD ASTM D790 15.000 P-1. 00Q 1/4.0 HOLES 0060 FLEXURAL MODULUS ASTM D790 450,000 7 O P•s.t. FA SPACED I--�-�ry_oro, ltd JIpg4y - .tTwx taTuwvxe J/B'APART trey �1ar4e L�WJR" NOTCHED IZOD ASM°256 - TO&AT90TTC6 DI BOnJ T06LAT60Ra61 THERNAt PROPFIrDES• FncE 0!R£CTIONS. COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 a 16'1.1--'F �F �j �L� 7L� /a��F7 FIANMABI111Y UL 99 V-2 21 Z_CI Q SNAP-M .910 liLll- MELTING TEMPERATURE ARM D3418 Soo 'F gTO BE USED AS AN OPNON FOR ALL INSTALLARONS ®SLAT WOMOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERFORAnONS AS PER DETAIL TYPICAL n SLAT WINDOW DETAILS -IdAX. (2)2)WINDOWS MAY BE 1N ONE SLAT SPACED MIN.24'APART(MAX. EVERY 10 SLATS). ' Q VIEWING WINDOW & 21 a 22 CLIPS TYPICAL ALTERNATE PERFORATED /AAA' (8SLAT WINDOW ELEVAT/ON (SMALL MISSILE 77/ 1`�����r (LARGE MISS/LE IMPACT) �Z' ��C�NS '•�'��� FLORIDA BUILDING CODE (High & Non High Velocity Hurr cane Zone) ` NO. L� a 02017 TILTECO INC. NO.44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °PAT'R BY: WL ' FOLDING SHUTTER CORP. °'ATE IL E C-0,NC. 017E es7'''•1-4f.1.(..LA •\�'V tt alv�. lw(aws�m.Stb-.t.x`ATo!,.xrNeC.AUr LwGMa)AFaTat-,tnsx Slt Oe HELACE TILLnTWTuE.STING&ENGINEERING COMPANY WEST PALM BEACH..FL 334 13 PX:I80-643-BII 17-082 d:b1t4e00ad.com tFaridJutgFeulhn.wm DRAWING Na ONQ,_•�, ES-0006719 WALT L . O• 14ALTER A TILUT Jr.P.E. to•Y f®IN na m.w nvo0 oa -_P.E�SfAL/SXRATURE/OATE__ _-RORIOA_Uw.-_B 44167_--_ -SHEET-3-OF-13- r / Y r 1 A 4 2 or O3 w/ 13 ,16 , 1t OR 19 M W N i a Z USE (2) AT 30' ♦ o ♦ NOTES ON Y & LOCKING TUBES AT 4& 5 N o O,C. FOR PANS 1 5 n 20 .� �' O O UP TO 99" 0 1. TWO(2)@5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE(3)®AT 30'O.C. AT 30. O.C. FOR SPANS UP TO 99". USE THREE (3) 5FOR LARGER o FOR SPANS LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT 9 NAY BE THAN 99" L TO R INSTALLED INTERIOR OR WERIOR SCREWED TO TAPPED, APPED ENTERPIECES ®OR®. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w vwi C,(L 2. (2) LOCKING TUBES SHALL ALWAYS BE USED TOP & BOTTOM A7 1 PRODUCTS CENTERPIECES 4 OR(S)AT AT ALL INSTALLATIONS. LOCKING TUBES 441 ®SHALL BE SECURED OR 8 �2 W LEVERS AS SHOWN ON SHEET 9. EJU—IL nL T SEE LIMITATIONS FOR®ON SHEET 2 I l SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, CONCRETE, CONCRETE BLOCK ORFOR 6 + 13 , O+ @6 ,®+ 13 , WOOD INSTALLATIONS. O O O O O , O 1 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. IIIP�gC•R A. T14 SEE SECTIONS-1W & 2W ON SHEET 10. tll SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. °� GEN •'•.,.✓ SEE SECTIONS 7AW, 7BW, 8W & 14W ON SHEET 12. •p�J s "' FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) NO.44167 ®�U,7 nL7EwINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAG" Y.L FOLDING SHUTTER CORP. °' k'm 9:. IL ECO�N�. GATE v 0 •� ��,L-� ((,E�CI,��• TILUT TESTING&ENGINEERING COMPANY 7W9 HENSIREET PLACE '= �•,• '`�1/ 0]SS NN.%A 5L.SL.301 Y.RGMA WIWis,R 11141 WEST PALM BFACIL R 31413 17-082 c mm�.:t�lel,_:nw.fm:(1v]el,-,m, PN:ISDO-543-5371 rdta.LOaoLemn �sfoWN9sHWen.eom DRAVING No �11AL ' WFLOA. �G4-0006719 _ rz rl � 1 POURED CONCRETE OR CONCRETE 8 K \ OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON TRIM(DECORATIVE HEAD wN.L L'07DTE1:f10N C1--� 0.060"THICK S.S, ) (NON-STRUCTURAL) (SEE SHEET 13J R/�OLLER HOUSING (NON-STRUCTURAL. Y (TYP.) 6 1.000'f 2.500"MW. MIN. 4 E.D. OPTIONAL � � N • ������ (2)NYLON Ir r DONNEDIM C2 I� —; P RAIN HOOD 0.055.0(IVP.) (SEE SHEET 13) (NON-STRUCTURAL) g10.3'S.S.S.M.S.W/ c 0 13 - 0.373'LONG NYLON W 3/16'ALUM.POP RNETS. 3/16'ALUM. BUSHRIG W/A 0.150' COM. POP RIVETS. • / / �Q,1B'O.C. (21.43 MAX.) LONG TOP SECTION 0.50D' 0.163.0.270' O 18.O.C. 1 4 0 ITW BUILDIX O.D.AND IEN i.d.AND .0.030'ULTRAF TAPCON W/ADdANCED 02231 LONG BOTTOM WEATHER A9 6 owl ' SECTION 0.3201 O.D.PND NTATHt3t POURED CONCRETE MINTO GLASS THREADFORM 1/4 F1W 1/4'0 x I'TEK 0245'iA. STRIPPING E0. SCREW OR 1/40-20'x1' }16'ALUM. (1wJ 510E(IVP.) JC OR CONCRETE BLOCK (SEE SCHEDULE ) or CONSfFO1CTI0N/,._3/PRODUCTS I / or WALL REQUIRED. ON SXEET 13) a CRETE-FLE)f Y7/1 3/4' I S.S.IAS WITH NUT& PUP RIVETS. ®f yy 1 MIN.EMBEDMENT G 6.O.C. O WASHER 0 4'o.o. ®18"D.C. l or g POURED CONCRETE f OR CONCRETE BLOCK I ' MIN.SEPARATION WALL REQUIRED. I ) Or i4 TO GLASS 1 or (SEE SCHEDULE T •i ON SHEET 13) ®f d ) MIN.SEPARATIONTO GLASS en •z POURED CONCRETE 3 / 4 f —(SEE SCHEDULE OR CONCRETE BLOCK �S 1 MIN ON SHEET 13) VIALL REQUIRED. Or p,F (SEE SHEET C2 i 1/4'0 x 1'TEK w SEE SH 'G7f EET 13) 6 SCREW OR 1/40-20•x1' •i ' MS WITH NUT& WAS WASHER 0 4'O.C. •{ j 1/4-0 IIYI Bl1nDIX 810.33 S.S.S.MS.W/1/2'0 TAPCON 1V/ADVANCED 1•LONG NYLON BUSHINGS THREADFORM TECHNOLOGY CON(SEE SHEET c, / Lo BOTTOM),AND 3/4• WALL FACE MOUNTING INSTALLATION CONSTRUCn.PRODUCTS 13 (SEE SHEET 13) LONG(TO. N l AT ROLLER XOUSPIG SECTION 2 'ON. W/1 3/4' 0 (2•x4•MAX.) N.EMBEDMENT 0 6'O.C. ) - WALL FACE MOUNTING INSTALLATION '5tl 0R - SECTION 1 1/2'-1 SPMACWG ANaDR SPAGNG O O O O GROUTED BLOCK REQUIRED 1.p00• 2500 MIN. (MW.f'—2 k0i GROUT)OR MIN, '- EO/ DILSTINC NON STRUCTURAL POURED CONCRETE _ j WALL TRIM(DECORATIVE SILL) O O 6 ANCHOA SPAGNG STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION ,1,11,700 A. Tj�''- SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE ,,,{�P\.••' "81 ��� "_MAX, A.S.D. DESIGN PRESSURE RATING - +65.0, -90.0 PSF & CONCRETE BLOCK J��7 \`CENSE' ''� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. *j, �.44167 1 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W.L. NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE C 07/20/17 1- MOUMING SECTIONS=COMBINED COMBINED (SEE SPECIFICATIONS ON SHEET 13) �Q• ( III. IG GI O G COM FOLDING SHUTTER CORP. I7Ah IN ANY WAY TO SUR ANY INSTALLATION. 'ItTp'1'f/; (` 11� TILLR TESTING&ENGINEERING COMPANY WESTB ALM BEACH. PLACE -'�`ss' ,wI. cw` `%1�,", "rAmw�ulmwoc',v, -082 f SEE LIMITATIONS FOR®ON SHEET 2 '- OI SAL``v�'' 1 ''Ylul�AO000L6771�4'E' R u1� oRAXINa No •...Nw. wvi/o1600-6 ff "" ' _ 1 pty/,'/ m.x __ __P.E._SF1L�oIGNATURE/DATE_____ FiDRIOA LicL. � rr Yr s' t 1/4'0.3/4'TEKS SCREW OR 1/4•x 3/4' BOLTS W/NUTS&WASHER 0 B'O.C. 0.060•THICK S.S. I 1MIN.SEPARATION CONCRETE OR ROLLER HOUSING 1 MIN.SEPARATION TO GLASS CONCRETE BLOCK WALL j EOUIRED Q"(SEE SCHEDULE (SEE SCHEDULE or EQ. E0. OPnONAL RAIN HOOD ON SHEET 13) ON SHEET 13) CONNECTION 04 (NON-STRUCTURAL) 1 Of O N T T SEE SHEET 13 j10x3'SS.SMS.W/1/2'0HINGE ALTERNATE 3/16'ALUM. T Y ALTERNATE 3/16'ALUM. r/ x3/4'LONC NYLON BUSHINGS pOp RIVETS 0 5'D.C. POP RIYETS 01 5.O.C. 1 BOOT TOP)AND 1'LONG ER AT AT REAR. BOTTOM),EXCEPT AT ROLLER 1 F� HOUSING(1YP.) 1Nil 1 W (2)Nj,R5N EO.EO n 9 3/16•ALUM.POP RIVETS q S 3/16•ALUM.POP RNETS 0 1D O.C.•3 -I G0 10'O.C.BOTH SIDES ME� eoTH sots LEG&ANCHO 3/16'ALUN.POP 0. EO. ORIE-AHIN S RIVETS 0 18.O.C. #10 x 3'S.S.S.N.S.W/ 0.373•LONG NYLON ONE•0.163. / MIN.3/4'PLYWOOD BUSHING W/A 0.150' MIN.3/4•PLYWOOD 1/2'MIN. REQUIRED LONG TOP SECTION 0.500'1 MWTOSEGP ON ULTRAFAB!O• REQUIRED S O.D.AND 0.243'I.tl.AND LASS (SEE SCHEDULE WEATHER 1/4'0 TAPCONS OR R 0.223'LONC BOTTON STRIPPING EA CRETE-FLEX 3 Of 1/4'1HRU BOLT W/ ON SHEET 1! SIDE(TYP.) T ANCHORS 6.O.C. SECRON 0.320.O.D.AND ) .GT ro 0.245'Ld. 'C!3, N 8 WASHER E NIJT® 70'O.C. EACH SI La 1/4'THRU BOLT W/ 0 1/4-0 TAPCONS ORDS H POURED CONCRETE OR HASHER&.NUT 0 5'O.C. - CRETE-FLEX ANCHORS 6.O.C. I CONCRETE BLOCK WALL Of REQUIRED 2'x4'OR 2-x5•x1/8' POURED CONCRETE OR 5'.3'x1/8.6063-TG CONT. ALTERNATE 3/16'ALUM. t 6083--T6 CONT.ALUM . CONCRETE 13LOCCKGLE. 01WALL ALUM.ANGLE OR BENT PLATE. ATREAR, O 5'O.C. STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING PopSECTION 5 INSTALLATION SECTION 6 17� /////�/ MAX.ASDDESIGN PRESSURE RATING +66.0, -66.0 PSFMAX.A.S.D. DESIGN PRESSURE RATING= +1� / 3/16'ALUM.POP RIVETS(3 MW.SEPATTAnON 10'O.C.BOTH SIDES GLASS (SEESCHEDULE j ON SHEET 13)ALTENNATE LEG OfjE0. E0. ORIENTATIONt&ANCALTERNOR NEG&PNCHOR c I�///./.�:���iORIENTATION 1/4'0 x 3/4'TEKS SCREW W/ J.PR S/8'WASHER OR 1/4'x 3/4• •a CONCRETE BLOCK WALL BOLTS W/NUTS&5/8•WASHER 0 w REQUIRED 4'O.C. / B BUILD-OUT FACE MOUNTING INSTALLATION CONNECRON 04 j SECTION 4 (SEE SHEET 13) VA F% o 1/4'0 x 3/4'TEKS SCREW E0. E0. OR 1/4•x 3/4 BOLTS W/NUTS POURED CONCRETE OR &5/8•WASHER O 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE CONCRETE BLOCK WALL REQUIRED BUILD' � MOUNTING INSTALLATIO & CONCRETE BLOCK SCALE N.T.S. ,111 '1•I1y _4A (BOIIW FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * *? NO.44167 ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D�BY: E.D. - EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) •�• r w 07AD117 IN ANY WAY TO SUR ANY INSTALLATION. •�®; ` •� IL E C O t1Nc. .FOLDING SHUTTER CORP. DATE it'•`Q�' nLLli TESTING&ENGINEERING COMPANY WEST PALM HEMSTNELT PLACE � x :' 51 NO3 HM.SCN.SL.Eta]00.YAtl41 C.NDF.S D]1100 W BEACH,R JSf13 Cs• ......... .'. �� Fnm•:(usmn-1110.rm:f>n)m1-1011 RI:1800-643-&T71 17-082 T SEE LIMITATIONS FOR ON SHEET 2 - -�o�A1w+�� fTtt - mM belt—Cool mm . Joklinph ft..eom DRAWNG NO .1 EB-0006710 rel WALTER _ ___ - _ --_- __ _P.E_SFAL•(SICRATtIfRE/DATE-___- --FLORIDA- A U1e_1 Jr.1P.E. __FLDRIOA_ a4467 _ ¢r•a Oetnm, e.n ___ _SHEET_6-0f 13- u o cl �. MIN.E.D. I • CONNEMION C5 POURED CONCRETE R (SEE SHEET 13) 0.060'THICKHICK S.S.S. ROLLER HOUSING OPnONAL RAIN HOOD (NON-STRUCTURAL) (2)NYLON 't X10.3'S.S.S.M.S.W/1/2.0 .- ROLLERS 0.855'0(M.) x3/4•LONG NYLON BUSHINGS -- (TYP.TOP)AND 1'LONG(Typ. I- 8 BOTTOM),EXCEPT AT ROLLER -- HOUSING(TYP.) #100.3-733'* 10 x S. 0.3733'•LONGS. NYLONS.N.S.W/ I -3/16ALUM. BUSHING W/A 0.150' j i POP RIVETS, I LONG TOP SECTION 0.500' � ' O 16'O.C. O.D.AND 0.245'Ld.AND CONT.0.163.0.2701x0.030' , 0.223'LONG BOTTOM € ULTRAFAB WEATHER SECTION 0.320.O.D.AND STRIPPING EA SNE(TYP.) 0.245'I.O. I E Of DYP) Y MINT SEPARA TI ON E i , � f u (SEE SCHEDULE i ON SHEET 13) MIN.S PARATION I N TO GLASS I (SEE SCHEDULE I T Of w ON SHEET 13) rf],t n' M.SEPARATION 'l7' t/4'0 x 1'TEK SCREW OR TO GLASS u 2 1/40-20•x1'S.S.MS WITH (SEE SCHEDULE OPTIONAL RA'N CUARD NUT&WASHER 0 4'O.C. ON SHEET 13) `1Q of'3 (NON-STRUCTURAL) I 7 r 3 ALTERNATE 3/16'ALUM. POP RIVETS 0 5'O.C. I OPTIONAL RAIN GUARD AT REM. I (NON-STRUCTURAL) I ^ e a I ALTERNATE 3/16'ALUN. 4 . T REAR. LIlls OTERNATEWRH n aT i3 AOP O 5'O.C. I n g a 1 ^ 3/16'ALUM.POP RIVETS ANCHOR d 4� CONNE MIGN C! n g 9 O 10'O.C.BOTH SIDES (SEE SHEET 13) n a 3/16'ALUM.POP RIVETS '� 0 10'D.C.BOTH SIDES / ESLAB DGE OF EQ. E0. - U IF�� EDGE OFAPP POURED CONCRETE SLAB IF REWIRED Ca1Nf�Cn011 APPLICABLE (SEE SHEET 13) / EO Po. POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.ED. REQUIRED 00llth'L'11011 CO •MIN.E.D. •MIN.ED. (SEE SHEET 13) .MIN.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 BL'OW---,� SCALE: N.T.S. \ OFNS •�.`^. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) \\NNo.44167 ®2017 Tx1Eco Inc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRPIL BY. OTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE &N 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) e ' IN ANY WAY TO SUR ANY INSTALLATION. ST \ FOLDING SHUTTER CORP. 07/ATE E IL CO INC. DYE •• �•. 7 •• TILLIT TESTING&ENGINEERING COMPANY 7088 HEUSTREET PLACE '••,• o , I,=xx.aan.sl,sM.Wf.NRCxM rt sltae WEST PAW BEACH,FL 33413 17-082 1 SEE LIMITATIONS FOR ON SHE- r" awmoetmueooaa�wm' t"t r Jalla� X71 ® _ sS� �� , yanxn.n ca n D TA Dnc Nn WALTER V� In��'Jr.7 r �a _'c • I1 11 •I li POURED CONCRETE ON GROUTED CONCRETE 6.000•YAY a SPAN TUBE PER SCHEDULE BIDOt WALL RE01ARE0 (�SSE) CHOR9 OYP.)(SEE TAPOONS SCHEDULE) X X ( TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE TUBE TOP OR BOTTOM) # (6)1/4',3/4•MOB SCREW ------ --- - - m 2'ac MNwm:Melx. o O o 0 0 o ALLOWABLE TUBE RE LENGTH ANGLE NUMBER OF ANCHORS SPAN Tum PER SU®LRE - -- ---------- - TUBE MAXIMUM SPAN LENGTH E0. END PER END OF TUBE �n•xx aDw-m" 0 0 0 -0-0- SIZE P 9FAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM LiTaj t1,pa 1/r.,3/4•TEx SCREW ` TUBE TUBE TUBE 09'O.C. 1/2'TCR. I w 3•,3•w IL rr w 31]•w 60" 106.0" 13 8 12.1/41 LENGTH .211/41 LENGTH g 6 m AWLL ANGLE6063-m ALUM.ANGLE K"q 2"x4'11/8" 96" 85.0" 17 10 EDULE) (SEE ScemULE) (SEE SCH ANGLE 144 1 69.0" 13 B crN •) 80" 117.0" 17 10 .. _ •aC,r 313'w w�� - sa1tH1 LExcn1 Pr - W63-Ta ALUM.ANGLE O t ®t 4 1/Y 2"x4"xt/4" 96" 110.0" 21 12 (SEE w1EouLq N ENING Ea DIP.) 144" 91.0" 21 12 I SPAN TUBE LEN 80" 109.0" 17 10 TYPICAL ELEVATION (TUBE AT TOP) 2"z5"x1 8" 96" 100.0" 21 12 SPAN TUBE MOUNTING INSTALLATION / SECTION X 144" 81,0" 17 10 5(xlL nT.i SPAN MBE LEN 4 1/2'EEIK 80" 124.0" 21 12 ED.(Iw.) � 1 wro 1/2'M. 2"x6"x1/8" 96" 114.0" 21 12 144" 93.0" 21 12 440-1 3',4.1/313'w *VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATON OF THE T.1•A/+1 IENGrII 71C w 313•or 6a6]-Ta ALUM.ANCIE t tl 1/Ya LrRcrM SHUTTERS HEIGHT ABOVE&BELOW GOES NOT EXCEED THE MAX. PRODUCT SPAN (SEE SCHEDULE) A� re ALULL ANGLE SHOWN ON TABLE 1. (SEE r* Y Y 71 TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MAXIMUM 1/4.4,3/4•TEX SCREW o 0 0 0 0\ TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS • 0a O.C. _ ------ ------- SIZE SPAN SPAN LENGTH FA. END PER END OF TUBE SPAN NBE PER 5(aEW1E - - -114'2-31e -m AtEar 60" 76.0" 13 12 (SEE samllLq (6)Ifs•.3/s•Ttx9 scRETv P TEN.svAE�c a SPAN TUBE PER ST3IEDULE 2"x4"x1/8" 96" 60.0" 17 15 eDw•uAx AT 2 D.e.La+cnvowuE.r. e.. ANoRORs(1w.) 144" 48.0" 13 12 POURED CONCRETE (SEE-DULE) oR GROUTED CONCRtE (2)ROWSGP 1/4,TAPGms TYPICAL ELEVATION (TUBE AT BOTTOM) mocK w REQUIRED AHoNORB C".)(SEESCHEDULE) 80" 87.0" 21 18 soar:4l'z SPAN TUBE MOUNTING INSTALLATION 2"x4"xt/4" 96" 790" 21 18 _ SECTION Y a MBE LEN144" 65.0" 21 18 (9)1/4'a 3/4•RDS BONET •GVE H.TS - a 1/2'M Q D.C. D .LONUMMI.Y. 314'w 313'w 3$SI/C 6D" 77.0° 17 15 2. IFEiGIH 6GG]-m ILUW ANGLE ��) ENOiG I/2'TCR. (3)ROAS or 1/+•, SONED2"x511/8" 96" 70.0" 21 18 WCONS ANCHORS °r (rip)(SEE sCHEouLE) w of 1 144" 1 57.0° 1 17 1 15 80" 88.0" 121 18 sy t (8J 2"Wx 1/8" 96" 81.0" 21 18 Z Z �& 144" 66.0• 21 18 0 0 0 0 0 0 INSTALLATIONS S UB UCONCRETE n ..Doo'Tux 1 a5,r3/4 TEKsrREW - -------------- OR GROUTED CONCRETE BLOCK WALL ®6'O.G (SEE SCHWIL) O O 0--------------0 Oro SCALE:N.T.S. BPP MBE PER SCHEDIAE SPIN TUBE PER SCHEDULE Y 6047-T8 ALLOT o o D 0 0 o I/✓�!J � ()!AA �+ MAX.A.S.O.DESIGN PRESSURE RATING a f72.0 PSF 3.3- 3VeDs7-a I}U �AtKtE_ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) w'°A (SEE SCHEDULE) ®20T7 TLLTECO INC DRAt1N BY: Tat N� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W.L. I Q187 TjA 07/20/17 FOLDING SHUTTER CORP. DATE POUREDOR CONCRETE IL ECO IMC. OR CONCRETE ENaW WIDTH 7009 HE]1STREET RIME BLACK WALL FEOUIPEo 3',4' 31]'w 31211 4' " / TIWT TESTING Q ENGINEERING COMPANY / WEST PAW BEICN.FL 33417 ._if /,((r�/�p•. W-1` cTss Nv.3aua sE.ay.a,s,w+cNA GweEns n x166 17-082 (6)f/�•.3/a'1p5 SCR .LENGTH 6063-m Ku14 ANGLE .,�qI{J r�.� �(r Tl Ppe. .<a0a)er1-14v.ra. la,f}9n-1511 PN.Ta00-643-6371 (SEE SCHEDULE) :.� 5 ,. .h.H ..rn TEN M. TYPfCAL ELEVATION (TUBE AT MIDHEIGHT) ��T AT 2'O.G LONGINOCLULY. SCME 1S {3 E1/ ' \\ I a-m II:bit 05CO,l.com lm fol rry DRA G SPAN TUBE MOUNTING INSTALLATION _ G '`f WALTER )ne�t<4 ei colt t SEE_I-M(TATIONS FOR ON SHEET 2 _ _-__-__ _ SECTION-2 -------- - ~ ®--- � -- -_- -- -- -- - - - =P.c.S-.$rPyATur+c/DATE.- 9- ccs.mn w�W _- ___ _ -- m nota wpMT - -- :SHEET-6_OF-13- SWL H.TS ----FLORIDA---- - -- _ _ _- • o n � 1/4•o a 1 3/4' NUl.E.D. TAPCONS/CRETE-FLEX (SEE SHEET - EIOsm GLASS ANCHORS O 16.O.C• 13) EXISTING STRUCTURE YIN.6.0. F Pj� 5.755'DYP•) EYJSTLNIG� Y 51NUCI1IREt—SHEET 13) ExaDNG 1 G 9 STRUCTURE 3/B'0 iNRFA0E0'1° aP 1/4•o x 1 1/i 3/16'POP SWIFTS OR O CENTERPIECE FOR5 / TONS/CRETE-REX 13 To'D.3/`° ) aNCncH°ns o 1e D.C.C1 15 1 1 ioll,' 3 1 or �t or1 ' rOR 1/453/4'TOG°1B•°'OWALL For A ! END CONDITION 90.0 90.0' 90.0' ;90.03/16PO / 8 4 SH WN '/'''3/4•Toa / OR85 le ox. (TERES'INTERIOR OR EMFRIOR) _ (^�E NDIE 1) (4) O 30'O.C.a EXTERIOR (2) s 0 0 IADSPAN ROR UP TO 89 / YIOSP FOR UP TO 99' SPAN&(3)1S O JO' X%111423,14- SPAN&(35 30O.C.OL,SPTOR UP 1HORIZONTAL SECTION 20 °Ta16-SANF(THUMMB �'V"wQNBHORIZOMPL'ECRON SCREW NAY BE WSTAIIm `" NTRIOR OR EXTERIOR) (LEVERS INTERIOR A\ INTERIOR.OR E%fERIOR) (LEVERS EILIERIOR) OR ExiF560R) 212•x1/8'COM.'O.C. NAY VARY AT LAST SLAT AT TRAPPED MSTAUATIONS 4 OR(5� 60�-*�^ ANGLL 4 OR 5UPcoN/CRETE-R." SHOWWNN TMCON/eREfE_RFX SHOVW�NN/ t SFE UYMATIONS FOR 1O ON SHEET 2 ANCHORS a 16'D.C.To ANCHORS o 16•D.C.TO / �U'�'STRUCTURE EXISTING SIMUCNRE EXISTING STRUCTURE BUILD—OUT 2 all/B CONT, 6063-75 ALLOT ANGLE END CONDITION \ 3/16•POP RIVETS E0. ED. OR 1/4'•3/4•TEKS OR EXISTING STRIICRIRE END LOCK ANGLE A 3/4 D.C.12 Bw/ NUT'O END LOCK ANGLE NUT HORIZONTAL SECTION HORIZONTAL SECTION NOTE 1 COM.ALUMINUM BEM ANGLE SCREWS ATTACHTO ONE Y x 2•.1/e'6063-T6 1/4•x 3/4'TEK ED ONE LOCKING TUBE, PART {IQQ��SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOFR-e�OR (2)© CENTERPIECE 0 6'O.C. INTERIOR_CENTERPIECE®OR_(5), INSERTED INTO.THE BOTTOM OF EACH ALUMINUM.LOCKING TUBE &S A _ 0 30•D.C.o ST MIDSPAN FOR UP TO 99' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100. OF THE TIP SHALL BE SQUARE, SPAN&(3) a 30• 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.c.a YIDS pAFOR UP TO 144•SPAN(THVYB INTO R WITH A 0.120" GA. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW WY BE INSTALLED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXTERIOR) OF THE TIP A SQUARE, 0.475"x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE @), A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE �� 1 B SHO W% 1.375" LONG, WITH A 0.366"4.366"4.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @8 . THE TOP OF THE PIECE MUST INCLUDE A 0.684" (Lo ERs111,0113UIHr R)oR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 300• dTi SOLID THERMOPLASTIC TIP INSTALLED AT Off SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (MAIL) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. R 4 OR l0) (OF EMERIDR) SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL I'`'�ER A• TI(l-~ HORIZONTAL SECTION ,310 Sv,: /T✓-":_ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) �• m2017 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °�N BY-.END INSTALLATION DETAILS INTO CONCRETE, 4418- M.L. CONCRETE BLOCK & WOOD (AS APPLICABLE IL E C O�N�. FOLDING SHUTTER CORP. 07/20/7 7WT[" ,:�'•,7 -"'!_M .? TILEIT TESTING&ENGINEERING COMPANY 7089 HEMSTREET RACE 8]35 NW.uH 54.Sta]cs v'GMA GucOnla,iti]a16E WEST PALM BEACH,FL 33413 17-082 0•./t• E� '•(�1i' (ossJT,_,Tao. La0.110at-,G1 PH:1600-643-°371 q•••�o R�O E`:•�W L - il:fUbcaOcoLcom r foWingshuttem—ri DRAHING No S ••.......• EH-0°TI°LUTI9 \ 11 WALTER A TJr.P.E. •"° —_FLORIDA_lfc._e_44167 au,a-m4 - uTla/,>_ a - SHEET-9-OF 2',2•.1/a' 1 AwuwuM ANCLE BUBO-OUT MOUNT PER SECTION 4,SHEET 6 A A (2)3/I6'POP RNEfS, 2'x 2'X 1/B' EACH LEG OF 2'.2' ALUUINUN AN, ARGLE ANGLE LEG MAY FACE _ AYN7 FROM OPENING {t _ 1 (AS SHGNH)OR TOWMOS 1 OPENING.NO M'CHORS REQUIRED ro HOST +I z 1 SmUCNRE 3. 19 I BUBD-OUT MOUNT PER SECTION 4,SKEET (2)3/18'POP RIVETS, EACH LEG OF 2'x2' ANGLE ALTERNATE WALE EXTERIOR ELEVATION ANDSILLSILL SIMILAR BOTH SIDES PLAN VIEW A-A No FOR ONE OF PRODUCT OR BOTH ANGLES OPTIONAL SIDE ANGLE (2)B OR 0 a J/4• 11 TEKS OR J Po /18' P W' 1 1/2'.1 x 1/a 0`-2' (FOR SECTION 4,SHEET 5) IVEIS RPER ANGLE TO r MIN.ALUMINUM ANGLES TOP& T OR TO W TUBE I BOTTOM OR TO WALL(Z REQUIRED) (2)114'0 TAPCON/ CRETE REX ANCHORS EA ANGLE TD SLAB 0 1/1 0 x 1 3/4' TAPCOUS/ � END OR O Y BE MT 1 ANCHORSO B'D.C. `l` • �� FA00 11/415-POP WETS OR 31 3 I EXISTING STRUCTURE ". C TEKS �. O 12.O.C. • }. 3 1/2•MRN. CORNER POST EDGE of CONCRETE ISOMETRIC SLAB (TYP.AT TOP AND BOTTOM SLABS) 1 9 LEND OR IEC`S MAY BE FLAT D END 2 TRAPPED END CORNER POST CONDITION Wj FLAT END HORIZONTAL SECTION�, . FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, r$L�. 'ti}'r ®zm7nuEco MC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ILL CONCRETE BLOCK & WOOD (AS APPLICABLE ; --= IL E c o�N�. FOLDING SHUTTER CORP. °'DATE" 7 w'7� ( .\• TILUT TESTING&ENGINEERING COMPANY 7085 HEMSTREET PUCE ,y"`•.',',1I \u V\� 8155 rant.SBlli.ri.Sb.]O5.NR4v^A Gt®flis.R..1. WEST PALM BEAM FL]341] .r..,tw5}TN—.1 PI:1600-643-ant 1 7-082 t,Lr'r ^." "• ^�q`' a- il:UI1ec000ol.mm —fo`4ingshuden—i DRAWING No `r,� `„ EB-0006719 w 11. r o� WALTER A nwr Jr.P.E. P.E._ SIGNATURE - FLORIDA _Da. 44167 SEAL/ /DATE B_ -- -SHFEf:9A:OF_13__ i. �I WALL FWISH / OPTIONAL RAIN HOOD (NON-STRUCTURAL) `•. I WALL FINISH / Q 0.060•THICK S.S. #100•S.S.S.M.S.W/1/2'0 v!/4• ,X ROLLER HOUSING LONG NYLON BUSHINGS(TVP.TOP) CONNECIM C2 AT ROLLER HOUSING BOTTOM). EXCEPT u / / A 0.060'THICK S.S.ROLLER HOUSING I OPTIONAL RAN HOOD \g \ (2)NYLYLO6 I (NON-SMUCNRAL) 0.855-0(TYP.) \ 6 2'a4'COM.W000 I 3/16'ALUM.POP HEADER RE' 810 3'S.S.S.M.S.{'// 0.373 LONG NYLON COM. RAlEIS,O 18'O.C. SUSHO:C W/A 0.750' 0,18310.270' CONNECTION 01 LONG 700 SECTION 0.500 .0 030. 0.0.ANO 0.245 i.d.AND ULTRAFAB 0.223'LONG 11 M I WEATHER T of \ SECTION 0.}20'O.O.AND STRIPPING FA t �� \w / S+. 3/18'ALUM.POP 0.245 id• SIDE VYP.) RIVETS, L 1. O.C. 1 (TrP•) Ii$ ^5 > MIN.SEPARATION 2'x4'CONT.WOOD MIN.SEPARATION $ To GLASS HEADER REO'D. I TO GLASS CHE (SN SCHEDULE T Of + (SEE SCHEDULE T Of ON SHEET 13) ,=,y,t II ON SHEEP 13) t W 2'a4'COM.WOOD I `7 PLATE REO'll I / ? WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) CONNECTION Cl WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD •••GE •• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) t SEE LIMRAnONS FOR®ON SHEET 2 ®2017 TILTECO INC. DRANK BY.. No.44167 Ti TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Mi NOTES. NOTE FOR COMBINATION OF SECTIONS 1rtr 07/20/17 I- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO w FOLDING SHUTTER CORP. NTE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED '� C O INC. IN ANY WAY TO SUR ANY INSTALLATION. ` O l• TINT TESTING III ENGINEERING COMPANY y�g v BFwCfI,R ST413 1 / .44 4aa Kv�.xu a sr aw.cxv woGa n algia )7-os2 •• ,l!' (aosm 1_1sW.re. (a61pr1-1a1 m 1800-645-nT7t •• C a:NTleeaaad.com .faidn uNartteam DRAWING No ,l ®-0008718 • WALTER A.MLUT Jr.P.E. F I.OPow_U-844167 -- m/SWWm ____SHEET_N)Or.13_ _ _ __ fl ,� 1/4'0 x 3/4'TEKS SCREW OR 1/4'Y 3/4' BOLTS W/NUTS&WASHER O 6"O.C. 4'YB'(IGn.)EgSfING WOOD BEAM / i REQUIRED.STRUCNRAL ADEQUACY 1 OF EXISTING WOOD BEAM TO BE CERMED BY REGISTERED ENGINEER OR ARCHITECT PRIOR / 26.HOUSQHG 1 SEE LIMITATIONS FOR®ON SHELT 2 TD rRooucr INSTALLATION. 2'x4'CONT. v v N 04 / WOOD HEADER• OPTIONAL RAIN HOOD REQ'D./ EQ, (NON-STPo1MuitAL) NOTE FOR COMBINATION OF SECTIONS: /toY]"Ss.S.N.S. /1/2'P CONNELIIDTI 1- MOUNTING SECTIONS CAN BE COMBINED S x3/4' IN ANY WAY TO SUR ANY INSTALLATION. rLONG NYLON BUSHINGS(Typ.TOP) / 3 AND 1"LONG(TyP.BOTTOM).EXCEPT • a" I AT ROLLER HOUSING(TYP.) \_ � OPTIONAL z RAIN HOOD n� 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO /j'� (NON-STRUCNRAL) -3 (ROL.LF� ''2 BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 855"0(TYP.) �- ----1-� ii ^ / `;T�,� ii -'-- 3/16'ALUM. -J L=�_ J 8 POP PoVETS /10 a 3"S.S.S.M.S.W/0.373"LONG NYLON BUSHING W/A 0.150•LONG TOP SECTION ALTERNATE LEG ' O 1B'O.C. I3/18'VETS, I LOCARIXi CONT. 7 i 0.500"O.D.AND 0.245"i.d.AND 0.223'LONG ymi POP RIVETS, (SEE NOTE•) 0.183'Y0.270'x0.070" I BOTTOM SECTION 0.320.O.D.AND 0.245"Ld* O 18.O.C. UL7RAFAB WEATHER (TYP•) MIN.SEPARATION I STPoPIP NO FA SIDTO GLASS E or t (SEE SCHEDULE W ON SHEET 13) 1 ar(F't �w h MIN.SEPARATION w B WN.SEPARATION TO GLASS I .I TO GLASS ; I (SEE SCHEDULE I I1 Of u (SEE SCHEDULE ON SHEET 13) ' ON SHEET 13) ®t ALTERNATE 3/16'ALUM 1 or t ALTERNATE LEG / or t POP RIVETS O 5"O.C. LOCATION OPTIONAL RAIN GUARD\ ALTERNATE LEG AT REAR. - r=-1 f-�-�" (NON-STRUCTURAL) LOCATION lL J T I; - EE NOTE•) ) - i _,TsEE NOTE•) � J I ;' I = - i II PDP RIVETS O 5'O.C. __ __ II in i I I I AT REAR. Ell 2'Y4"COM.i F�--$___i_____T_.� WOOD PLATE,— 3 �} REO'D., i I 9 IJ------------- Iq 8 1� ________ o "3 3116'ALUPOP RIVETS \ i -------------- ----` ---- - �j ^I '" O 1 M.0"O.C.BOTH SIDES w I ALUM.POP RIVETS___ 0 10 _ 'Cl O 10"O.C.BOTH SIDES E0. EO* WOO I1MIN,EO DECK REQUIRED 2Y4'CONT. (NO FINISH ALLO 'NED)0x3/ EKS SCREW 1/410 3/4'TEKS SCREW WOOD PLATE Q, l I & 3/4'BOLTS W/NUTS W1 5/8"WASHER OR REO'D. / 1 4' '} I s/e"w O 6"Q.C. CONNECTION CO .I 1/4"x 3/4'BOLTS W/NUTS& t l 11 CONNECTION G4 5/8'WASHER O O. 4' C. I 1 t 11 I 1 2"MW.E0. CONIFCNON C3 1 �1 wA11 FINISH h `tl vudL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWII/C't31f MM) SECTION 7W �,'�Q"�:• `T✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zene) NOTE 4 :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED � •• ®2pt7 nuECO INC. pgAPN BY. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM ■t INSTALLATIONS DETAILS INTO WOOD 0.44167 ' ' *' IL E C O,N,. FOLDING SHUTTER CORP. °"301" SCALE N.T.S. ' 'd O 7066 KEMSTRru PLACE DATE [� TILLIT TESTING&ENGINEERING COMPANY W�PAW� YL X17 0'• >'. • 5175 ]Yh.St.6w]0.t YFCMA GUtt1U,R]1156 i=`•'• .LORI ��;1•, :tew515T,-,6]d.r„:c]a>:v,-,5„ PK-leao-eai-e371 17-082 ORI -m 6:W0067 ol.com w�JrJ6rp6hutter6.com DRAMING N. To WALTER A.TI Jr.P.E, w,5 ---- - -- _ _-- - - - ----- - nn FLORIOA_Ua _1{167 MIN.SEPARATION 1 TO GLASS MIN.SEPARATION I Of �I t w'9 (SEE SC14EDDLE—� TO GUESS ON SHEET 13) (SEE SHEESCHET ULE v as V ON SHEET 13) �� Of OPTIONAL RAIN GUARD Y (NON-STRUCTURAL) I II I 1/4'0,1'TEN / ALTERNATE 3/16'ALUM.-/ . SCREW OR 1/40-2011 POP RIVETS O 5'O.C. S.S.MS WITH NUT& AT FEAR. g WASHER O 4'O.C. y n in 3/16"ALUM.POP RIVETS n O 10"O.C.BOTH SIDES EDGE OF SLAB ALTERNATE LEG IF APPLICABLE _ EDGE OF SUB & n n ANCHOR IOCARON CONNECTION IF APPLICABLE (SEE NOTE.)� --�' - 218'AIN.WOOD DECH REQUIREO _ (NO FINISH ALLOWED) CONNECTEEN GalEDGE OF SLAB IF EDGE OF 2'MIN.E.D. APPLICABLE SLAB IF 2'PAIN.E.D. E0. APPLICABLE t SEE UMRATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1 MIN.ED. 1'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: SECTION 7BW (BOTTOM) 1 OM) 2",6" IN.W000 DECK REGWLED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION P� D WOOD (SLUTOGLASS LE SECTION 7AW (BOTTOM) °N SHEET 13) T- FOR WOOD FRAME CONSTRUCTION:W000 MEMBERS TO � BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 1 WALL FINISH(3) 2 1/0 UC 2• or QAjI t a scREws w/z t/2'uw. E' MIN.ED. 2- SEE SECTIONS 8W & 14W FOR MAX.A.S.D. DESIGN W �\ PENETRATION AT WDWIDTH PRESSURE RATING& SPANS \ 1'r a',1/8' of (27 OF RWrER/TRUSSES 6°83-TB NUM TUBE CONT. w \ ALUMII 1/4"a4'(6083-T6)FLIT S— EXTONC 2X WOOD PULE W/1/4'0,1'TEK TRUSSES OR RAFTER 214'LIN.WOOD SCREWS O 6'O.C.IN AT 26 O.C.MAX. STUDS O Ifi O.C. I, BETITEEN TRUSSES OR Do, 0 zoo,------------- 1/814'(6063-Te)iUT PLATE IA 1/1'0 SCREWSO.C.IN �— (2) 1/4"o TAPCON OR 1/4'0 CRETE-FLET( `1 BETWEEN TRUSSES -_---- ANCHORS OR 814 NOS WOOD SCREWS OR 1/4.0 EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIDWIDTH OF FA STUD W 11 1 2 1/2'Min.THREADED PENETRATION INTO WOOD (2)NriON 1/4"RM.PLYWOOD EXISTING SOFFIT �1D ' 1 l` 1/4.0,3/4'TEX ROLLERS E0. EO.J S.S. SCREW BOLTS W/OR 4"NUTS&-20 3/4• 810:3'S.S.S.N.S.W/1/2'0 s3/4"LONG 1 0.855'0(TYP.) NYLON BUSHINGS(Typ.TOP)AND 1'LONG � ' WASHER O 6'O.C. 810,3'S.S.B.M.S.W/ I 8 oili (Typ.BOTTOM),EXCEPT AT ROLLER HOUSING I , 1/a'0•3/4'TEK SCREWT01 6'O.C. OJ73"LONG=NON "'p') MOUNT TO WOOD STUDS MOUNTING INSTALLATION BG HINGTOP SECTIO1 A N *50 CONT. INSTALLATIONS DETA'YC' SECTION 14W (BOTTOM LONG TOP SECTION 0.300" / . . O.D.AND 0.245"i.d.AND - °.16310.270' °.223•LONG BOTTOM Mw.SEpMATgN i =0.030' (/ MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO GLASS WEm„� I NTO W00DP��, •'"'•• .T✓ i 0.245•Ld. (SEE SCHEDULE STRIPPING FA or QA11 t q SCALE N.T.S. v •••GENS••''-� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) UYP.) ON SHEET ts) ODE(TYP.) ®2017 TOSECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAVN BY: No.44167 -L l 07/20/,7 HEADER TO TRUSS MOUNTING INSTALLATION o,, L IL ECO,,,. FOLDING SHUTTER CORP. D47E �v�,11 TILUT TESTING&ENGINEERING COMPANY 7069 HENISTREET PLACE SECTION 8W (TOP) o,(.'• p .=,—3_a—3�BONA ^3„. WEST PAW BEACH.FL 33413 17-082 RIP:p0„ef,_,Sn.I..:L,gg9n_,AI PH:1BaO-643-&371 ,�'' �\,1 -mail:bT4eo0ad.cdn mJokrns,0t tsOm DMMING No S WALTER A�TL11f1Jr.P.E. cot wtm a ou, DESIGN PRESSURE RATING +60.0, -60.0 PSF --pE. � FLORIDA Uc.8 44167 -- l MAXIMUM WIND PRESSURE (p.s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) w,m MAMMM SATs SPAYS p "�^1c"A,SLE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE ` PO4N£ xEcsmE REA�" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PADRE an &80trOM TYPE SPACING TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK tL.1 0.-110 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib ft A B C A C E 60.0' 60" 88 Ib ft C1 g 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/ 397 LB/FT A B A C 35 psf 100.0• 100" 146 Ib ft 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 43 Fi C1 9 417 LB FT - 388 LB FT - 134 LB FT 144" 144" 210 Ib ft461 LB/FT - 418 LB FT - 202 LB FT 60.0• 60" 100 Ib/ft 12 387 LB FT - 334 LB FT 160 LB FT 142 LB FT 271 LB FT 347 LB FT 62 LB FT - 334 LB/FT - 142 LB/FT C2 9 456 LB/FT - 3FT 250 LB FT 190 LB FT 318 LB FT 312 375 LB/80 LB FT 4o psf 1144" 100• 167 Ib ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 60.00.0" s0.06 502 LB/FT - 419 LB/FT - 285 LB/FT " 240 Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/Fi o.o" tt5 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT g 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 46 psf 97,0" 97.0" 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 63 C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0" 221 Ib it g 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/ 393 LB/FT 760 LB/FT - 5 - 304 LB/FT 144" 144" C4 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 4 9 445 LB/Ff - 370 LB/FT _ 134 LB/FT 60.0• 60.0" 125 Ib ft 3 972 LB/Fi - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 4 - 202 LB/FT 89..0 89.." 187 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0" 100.0" 208 Ib 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 CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144" 140" 300 Ib ft 843 LB/FT - 670 LB/FT 243 LB/FT 25D LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 15 LB/FT - - 138 LB/FT 102 LB/ FT 81.0" 81.0" 187 Ib ft C6 5 410 LB/FT 48 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0• 100.0" 229 Ib ft 3 622 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 1137" 134" 330 Ib ft 1204' 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/Fi 600.0.0" 60.0" 150 Ib ft / /T' - - 3 663 LB/FT 756 LB/FT 646 LB/FT - - C7 3 358 LB FT 402 LB/FT 244 LB/Fr 152 LEI4 232 LB/FT 236 LB/FT 183 LB/FT - - /FT 204 LB/FT C7 3 310 LB/FT 315 LB/FT 244 LB/FT 80.-0 80..0 200 Ib ft 2 - - - - - - 305 LB/FT p6E 388 LB/FT 460 LB/FT 409 LB/FT 60 psf 100.0" 100.0" 250 Ib ft 12 491 LB/Fi 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT115.0" 115.0" 288 Ib ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8582 LB/FT 691 LB/FT 614 LB/FT131" 128" 346 Ib/ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 777 LB/FT 921 LB/FT 819 LB/FT - 59.0" 59.0" 160 Ib ft 65 psf 92.0" 92.0• 249 Ib ft 100.0" 100.0" 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE RSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 lb/ft - 60.0" 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0' 100.0" 313 Ib ftTHREADFORM TECHNOLOGY 117" 114" 387 Ib ft 5'-10" 2 1/2" 1" 2 5/8" 80 psf 113• 111" 400 Ib ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107• 104" 424 Ib ft >5'-10" 100 psf 101" 99" 447 Ib ft TO 8•-3" 2 5/8 + 1" 2 3/4"+ C 1/4" 0 CRETE-FLEX 3.00" 3.00" Q N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87" 82" 484 Ib ft 1/4" 0 ITW-BUILDER 130 psf 80" 76" 483 Ib ft >8-3" 3 1/2" 1" 3 5/B" E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" TO 12'-0" 140 psf 74" 70" 484 Ib ft #14 NDS WOOD SCREWS OR FAAAaA F N/A N/A D N/A N/A N/A 2.00" N/A 150 psf 69' 66" 483 Ib ft Ar1E :_ 1/4" NDS LAG SCREWS 160 psf 65• 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. I; A,T� A8DIE5: + EXCEPT THAT 3 5/8" SHALL BE USED 'fl �'�`� /T' WN BY. 02017 TD.TECO INC. OWN BUILDING CODE (High & Non High Velocity Hurricane Zone) • ••• - L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, •�••'•.• _ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. 4, 4A & 7A. i GIVENMAX.ALLOWABLE PRODUCT SPAN FORA C/� FOLDING SHUTTER CORP. 07/20/17 GIVEN NEGATIVE A.S.O.DESIGN PRESSURE ' ECO INC. RATING. DATE • 71WT TESTING B ENGINEERING COMPANY 7039 KDLMREET PNCE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS 'o••, /J;' " sero rV.aaa s1.sl..a�V w+mq n aalcs WEST PAW tt:ACN,FL J]{ts 1 7-082 w"..:eNa7sa1-1 .r..:tavlsal-+m1 PW teoo-sa-es7t EQUAL i0 TME NJItIMIlM DETERMINED PRODUCT 9 // •��1y�' -man:tat-oadswn .r.ldGngsnuttvseom DRAVINO No SPAN BETWEEN tf•AND mit^•.,4O RIO,: .t WALTER -OD06T1.Ir.P.E m•• 1••n a.r _ -_ -- --- - -- S _ oma• `_ c -_ FLORIDA Lk.-j"167 : m w:1 mAyn-a---- SNEET 13 OF 13