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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 / •,, Ifl Professional Regulation BCIS Home l Log In l User Registration { Hot Topics l Submit Surcharge I Stats&Facts l Publications l Contact Us BCIS Site Map Unks Search db'- USER: Approval U USER:Public User Product Approval Menu>product or or Application Search> Ipgpli IIo List>Application Detail 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 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 Ext 7675. edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. 9 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725 0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 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 T-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 FL 32399 Phone:B50-487-1824 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: PRE Kfl®Ed M _Credit4C.atd- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQ.Q... 2/12/2019 'J. GENERAL NOTES, 1.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 CRETE-FLEX,AS MANUFACTURED BY ITW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,ORB 14NOS 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 JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NDS: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 CA)MINIMUM THREADED PENETRATION OF 1/4'0 TAPOON OR 1/4'0 CRETE-FLEX OR B14 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 CB 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 PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS RED..AS TESTED,WERE NOT OVERSTRESSED,A 33%INCREASE IN CZ) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1 ALLOWABLE STRESS FOR WIND LOADS WAS NQI USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION /4'0 CRETE-FLEX OR 014 NDS 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 WAS 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.ET.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& 16D4 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY-33 KSI (MIN.) MATERtm- 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE B 10 x 3',410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITY1 BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksi 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 BUILDEX TEK 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 TIW/SUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. MOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERICDS 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 I.T.W. BUILDEX,INC.TO MIN. f0-3192 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. Pc-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.f e-7350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALT.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED TO. A.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE LS 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 RESPONSIMUTY. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. ANCHORAGE SHALL BED AS(INDICATED ON NOTES A.BE LONG ENOUGH 1O&A.2HABOVE. N STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR.)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 ORAWNNGS FOR REVIEW. - 1/4'0 TAP/4N O ADVANCED THREADFORMDISTRIBUTED BY ALL TECHNOLOGY. S DSET 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 ETE-SOLID SET,AS DISTRIBUTED EL ALL POINT SOLID SET ANCHORS. PREPARED R_ - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES. B�T�INIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4% II111Ill A.�p/((/,-� PERMS wNTMESWSTATEALL ONLY BE TO OBTAIN MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. 1 �,. f^� 111 nL. _ B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO TKE CONCRETE BLOCK UNIT.NO A�11 �'�••`'\y E,Ilvc ✓9 FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SCULL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG j� O 44167 •� t 02017 TUErO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAbN A'' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. V ILL B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 07/l0/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE 'L E C O,N�, FOLDING SHUTTER CORP. O10/ SHALL BE AS INDICATED ON NOTES 9.1 & B.2 ABOVE. ®S, ��, TILLIT TESTING&ENGINEERING COMPANY T�9 HOISTRELT PLACE �.} 3 s.sl..3Gy'm, n.=I. WEST PAW BEACH,FL 3MI3 V7•�' •• ��,I a+•,1.k.1I-i .U,f `-- PH:Ie00-e43-&371 17-082 ONA1 L,tt��" e- 3:UW-O.aLmm mJo DRAWING No L` Efi-0006718 +' fJ1A WALTER A PE�(S FLORIDA U21 jBf 4.16PE Et�Es o rt Go tHI. m/mM m ovt SNEEf 1 OR 13 aDM' - .87a __ EPII• �1850' iy' q2 y I�adQa• .P 'c7 '`,1'I /.D.19' l" .OBI• g •a � - uaT• ..xa .e,1. d � g �. ©SLAT J ao' R 63-76 A ® SLAT WINDOW ©�-END CIEI-r.5 END (r0 BE USED ALL INSTALLATIONS, 60s3-76 ALLOY 606J-T5 ALLOY A IS .EXTERIOR CENTERPIECE MAY WCLUD£PERFORAAONS AS PER (TO BE USED ONLY FOR INSTALLATIONS -T6 ALLOY DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE ® INFERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING -76 ALLOY SEE COMPONENTS 20.21 &22 ON SHEET J.) 00J• •srr I.na- z,u• za9a• —rJrw• .saT• z71e zm2 p.rlo= r-T ti �' J.DLr'PO' .aTr .r70- z03r }} K_ II 8 .Too- g '•-a �. LFL �, g .oaa• .Pao• ,.ver D9I' S119' E4 9 zna• zyla-J .�, zn9• 6Q WALL HEADER 2" MAX. B.O. CEILING HEADER BOTTOM SILL TRACK 6063-TS ALLOY SILLfHEAD TRACK ® ® BOTTOM�TRAC�KADA�PTER6063-T5 ALLOY -T6 ALLOY -T6 ALLO 6063-76 ALLOY , �z92e t2 •090 COMPONENT a b tt 1:2 2' 5'MAX. 0.125• 0.125" •o^I' © 2• A"MAX. 0.25• 0.25" .o9s• 1' 2•MAX. 0.062' 0.062' I.119 ©1 ALT. BOTTOM TRACK ADAPTER 02 ROTTOM RAIN GUARD © J ALUMINUM ANGLES ® RAl11T HOOD 6063-75 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 3-T6 ALLOY r.ra9' • d I/CQJWP0NENTS 1, - �'� 11JJ,I��;.••••••••.,t'/'$�- Y FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zone) %, '• �a ®eon TILTECG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN BY. ILL .ns1 3f8"0-16 ACETAL 2900 IL E C O=Ne, FOLDING SHUTTER CORP. �DDATE" THUMBSCREWS LOCKING TUBES �Q'. T TIWT TESTING h ENGINEERING COMPANY TOM RURfREET MACE AT CENTERPIECE .9 CORNER POST '• �.�� �'" i:m'I!.-`:m""t>.�n" J, i"16 "�`wPi•19ALU i71 17-082 FOR r�� e 0� •.,,( P: a��,.� • ®°mn9i,a.�.a �wJo 6ngzAulleswm oRAvwc RO 6D6J-rs aLor sos3-Ts ALLOT N'ALTER A TILLIr Jr.P.E. • - _ 7-A7 ®gAlr/ ,E/hATE RMFJDA U. "197 SHEET 2 CIF 13 tr Lma� (J)ROWS OF TonA�TETPP 114'0 HOLES to� O EA._SPACED J/B TPA17I Z-CUP EACH SIDE TABLE 1: SOURCES FOR©0 &©1 060 DIR£CTiaVs. 1 . OF WINDOW(SEE TABLE 7) OPU� KNUCKLE O O KNUCKLE pelel ao REFERoaDE tT97NL so'Dv°E PL.talc 71� SLAM7TYT:LL PROPERRES (TXP) O N. GOO ) 20 LLGMAKROLON J7 LEM FLU RESW ( m I VIWWOOfY SPECIFIC GRAVITY A51M D792 0.043 ID EVYING /In 0.043 m� 00 PACIU1� TENSILE YIELD STRENGTH ASTU D638 9.400 p•aJ. 9,500 P.aJ. FLEXURAL.STRENGTH AT YIELD ASTU 0790 IZ500 Px.L 13.400 P.J. 2 T FLEXURAL NOOUWS ASTAI D790 340.000 p.s.i. 345.000 p.a.T. O p 1 (�IW a0 SNAP-W DVD IMPAQ; C LOW �,g2 CUP IYOTTOM NOTCHED IZOD ASTM 0256 18 FT-ICI pp 17 FT-0r�n p EIttE RIIRNRC CNAR.GTENSTIM: (SEE TABLE 2) SIJ01a=DEN91Y ASW1 D2843 47.2 R 64.5 71 L017! RATE OF BURNING ASTU D835 C-1 CLASS C-1 CLASS C S., A SELF IGNITION ASTM D1929 1040'F 9ED'( lyO SLAT WINDOW SLAT WINDOW D.OW THICK L ATHERIN+ AST G155 p.aL 8810 P•aJ. WINDOW )ABLE NG TENSILE STRENGTH AFTER WEATHERING ASTN 0638 9302 2 Z NOTES TENSILE STRESS BEFORE WFATHERWG ASTN 0638 8461 Pau. 8880 p.s.i. 1 AW..000' f�.1 -444C (2)WINDOWS MAY BE IN ONE SLAT SPACED N m //AX. N A UMMUM OF 24'APART. IWTH 12'WN.FROM ENDS OF SLAT 70P&BOTTO.W. — SLAY musr xLVER nAsrAttm aaucENr TABLE 2: SOURCES FOR L.J1AE�7GIRA 70 lMERP!£CES 4 OR NOR AT CORNERS OF PRODUCT. ASMR TOOL EDP , O00 m—i— TYPICAL.PROPERTIES STAh�CE BLArx NTLav PART O OO ® l a111 DO DL'14YAL REFEIIA /20512VB (QEYaAON) O O PHYSICAL. SLATS / $00 SLATS I 20 SPECIFIC GRAVITY ASTIA 0792 0.042 lb,'.' N KNUCK O 0 O KNUCK WEYIINC (TYP) 0 0 (ryp) WINDOW TENSILE YIELD STRENGTH ASTIL D63B 11.500 P.9L OHO (J)ROWS OF ( J 01O 6 O� oPSa FLEXURAL STRENGTH AT Y9V1 AMU 0790 13.000 p.aL O(•10 FA 0 HOLES auo• FLEXURAL dODULUS AsiM D790 7O EA SPACED0HOL IMPACLs 450.000 P-j. trmu aFsnivr.E J/B'APART �ryx 4 cu' off• NOTCHED IZOD ASTU D256 0.6 FT-U/in TGbMTiiGd BOTH DIRECTIONS FDG9 a 7H(97NAL PROPERTIES• � 02b• Pyp• COEFFICIENT OF 1HERNPL E%PAHSION AM0696 3.5 a 10 in/N-'F 21 Z_C ©2 SNAP-IN END CLIP MELTING FILAMUMITEMPERATURE AST61 03418 500?F -�USED AS AN OPRON FOR ALL INSTAUA77ONS ®,SLAT WINDOW ELEVATION UA'DLVL URGE MISSIX 141Y WCLUDE PERFORA77°NS AS PER THIS DETAIL TYPICAL n SLAT WINDOW DETAILS -!/AC (2)WINDOWS IJAY BE INAT SPACED ONE SLAT m1".24'AP"RT(MAX EL�RY'°SLA>s). Wf n VIEWING WINDOW & � . 622) CLIPS TYPICAL ALTERNATE PERFORATED E""" (SMALL MISSILE 1A4P1�Tg'��-- 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACTS `` �'\�ENS••''•�� FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) ` e 02017 TILIECO WA N0.44167 `: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dmw BY` * LLL ' .:(.�{.•1(•/,• � IL E C-0,, FOLDING SHUTTER CORP. °'ATE 6l v�0•.•Sr�SI , DATE ,1 TILLIT TESTING k ENGINEERING COMPANY 7039 HOREEf PLACE YfGw.PumCa n aata wFSF v.1 BEACK0-643 EL 33413 1 7-082 l�, 06719,wm JOIS1paaullva.eom DRAWING No 1':ILL7ER A 2 I Jr.P.E.P.E:SFAL/SGN111RE/GATE FLORIDA Uea R 44167 SHEET J llF 13 e t 2or@w/ 13 ,16 , 1© OR 19 4 oR 5 ® (2) n to w x N a 0 USE(2) AT 30' 1 5 ♦ p 2 ♦ NOTES ON @& LOCKING TUBES @ AT N O.C. FOR PANS n a j UP TO 99' 0 1.TWO (2)®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) FOR LARGER = SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT NAY BE o FOR SPAN LARGER INSTALLED'INTERIOR OR E%TERIOR SCREWED TO TAPPED ENTERPIECES N n THAN 99"UP TO 144' DOR SQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w a 2. (2) LOCKING TUBES SHAL ALWAYS BE USED TOP& BOTTOM AT PRODUCTS CENTERPIECES 4 OR&AT BALL INSTALLATIONS. LOCKING TUBES * 1 1 8 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. �2 1 t i^ t SEE LIMITATIONS FOR®ON SHEEP 2 1 LLLL---A 11 1 1 SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, CONCRETE. CONCRETE BLOCK OR FOR WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WID TYPICAL ELEVATION 4, N. T. S. d. NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 79 ON SHEET 7. /It1I.���A. SEE SECTIONS 1W & 2W ON SHEET 10. 11 Q`� .•• /J•�•� SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. 111 CAEN d •� SEE SECTIONS 7AW, 713W, 8W & 14W ON SHEET 12. 1 ••J S ••'•' =• FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) N0 44167 02017 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RA1M 1� tl.L .9•�f FOLDING SHUTTER CORP. °'ATE •� ;� IL E C O�N�. DATE ••.� L,� [I 11t i715 Ra 3LA TILL&TESTIaL.NG t ENGINEERING CONPANY 7009 HEYSIRM PLACE :,.JW.VAcw caio+s R»lit WLST PAIL BEACH.FL W413 Pit W00-043-Ml i 7—U82 ,ONa` •1, aR'tat—CcoL— �tJo�imi o pwft amn ORAMINO m EII-°0°e719 WALTER A i1LL1T Jr.P.E. ua •-P: FA!E•S 0QVoLIRE/OATE FLORIMN J.Ii u16"IS.? mz" SNEEf !OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. CONNECTION! 0.050'THICK S.S. OPTIONAL RAW HOOD "'(NON STRUCTURAL) _ _REQUIRED.AL RAIN HOOD POURED CONCRETE TRIM(DECORATIVE HEAD)G NON STRUCTURAL WALL SEE SHEET 1J ROLLER HOUSING (NON-STRUCTURAL) ') s 1.000 2MO'MN: MIN. E.D. •� �// // (ROVNYLONERS ��'- �'t. —�� CONNECOON G2 � — , �' / RAIN HOOD (SEE SHEET 13) RAIN HOO OD QB55.0 Mr.) (NON-STRUCTURAL) 1 010 8 3'S.S.S.M.S.W/ c R 1 0.373'LONG NYLON 3/16'ALUM. W / 3/16'ALIAS POP RIVETS, 1 13 BUSHING W/A 0,150' CONT. POP RIY'TS, •S ®Is"O.C. 1 $ 1 LONG TOP SECTION O.SOD' 0.163.0.270' 0 18.O.C. %/// T•.{'YAK) „ O.D.AND 02t5'Ld.AND i0.�• 1/C 0 ITY1 BUNDIX 1 _ O-w"LONG BOTTOM /ADMICED 1 SECTION 0.320.O.D.AND WEATHER 1 ION.SEPARATION THRFfOFOW11 tEa.. 1 0.245'L0. STRIPPING EA. POURED CONCRETE TO.GUI OR 1/4'0 ELCO SIDE(1YP.) yr OR CONCRETE BLOCK (SEE SCHEDULE 1 Or CONSTRUCTION PRODUCTS I 1/4.0 a 1'TEK 1 1 Of ,+� WALL REQUIRED, ON ss.c.13) CREIE-F1E1 YT/1 3/4' 1 SCREW OR 1/40-20'81' -3/1fi'ALUM. ®t a ®t Cl NIL ELBEDMENT 0 6'O.C. S.S.US WITH NUT& POP RIVETS, y 1 WASHER 0 4•O.C. O 10•O.C. H! I 1 or 1 4 N POURED CONCRETE I N 1 t 1 MN.SEPARATIONCK WALLLLREOL1m) 1 CRL TO GLASS 1 or 1 or (SEE SCHEDULE ON SHEET 1}) �T MIN.ttSEDGIASSONPOURED CONCRETE gSWALLALLREO WU EDBLOCK�] 0`i, , (0� �// u r fI. J67 (SEE(SEE I SCOW OR11/400L-20.1'S.MS WITH NUT& WASHER 0 4'O.C. /10+3'S.s ILON SH 1GS 1/4'0 OW BUIDIX , 1'LONG NY).A D 3/4 CS TAPCCf!T/TECHNOLOGY N LOGO cnDmenaJ Cl % (Tm•eoTrou>,AND s/4 WALL FACE MOUNTING INSTALLATION coasmuOR o1 vRooucls I t3 (SEE SHEET 13) LONG(Typ.TOP),DMEPT AT 1 ROLLER HOUSING(IYP.) FL SECTION 2 CRETE- EX W/1 3/4- 1 (2.84. .) MIN.EMBEDMENT 0 6'O.C. I ). WALL FACE MOUNTING INSTALLATION 0,50 x NCHOR SECTION 1 1/2'—� SPA@IC AN.0 OR SPACING GROUTED BLOCK REQUIRED 000• 2500 MN. O O O (MN.11—2 I i GROIIi)OR POURED CONCRETE MIN. ID EXISTING NON STRUCTURAL / WALL TRIM(DECORATE SILL) O O ANp 0R SPACING STAGGERED C OR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL E0 6 ,A,A,r.,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE Y,1�P���R....... r' AS.D. DESIGN PRESSURE C EIONC3 +85.0, —9o.D PSF & CONCRETE BLOCK FLORIDA BUILDING CODE(High& Non High Veloeity Hurrieone Zone) SCALE: N.T.S. •*f• 0.44167 ? 02017 TILTECO INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DRABNLL' NOTE FOR COMBINATION OF SECTIONS: * • �' E.D. - EDGE DISTANCE71 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) Q �� IL E C O,wc. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLAl10N. /. (_ L1� TILLIi TESTING Y ENGINEERING COMPANY 7068 MDISIREET PLACE `` •••••.. v ew at 3w n.e'..108,wmtA v�mOB,R]31ee WEST PALM BTACM,R 3MI3 s •• �1I IRw 1009nI-Wsw Elm"" Ptl:feao-643-sTn 17-082 SpNALE��°.' a 1alecoouoL4om ...JOMnOaHW.mwm DRAWING He Y SEE UlAITA710NS FOR ON SHEET 2 PALTER AEB-0006719 TILUT Jr.RE . �. PsSEILf51�'MATURE/OAIE FLORIDA Lk.0 N767 m 117 SHEET 5 OF 13 1/4'0 K 3/4'TEKS SCREW OR 1/4'K 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK SS. _ _ _ -MIN.SEPARATION POURED CONCRETE OR - ROLLER HOUSING ' - WIT.SEPARATION _ CONCRETE BLOCK WALL / FREQUIRED -(SEE SCHEDULE (SEE SCHEDULE^- OPTIONAL RAIN H000 CANIIEGBON C4 E0. E0. (NON-STRUCTURAL) ' ON SHEET 13) 1 of a OU SHEET 13) 1 Of �S (SEE SHEET 13) 3 �f 0>r3'S.S.SA1.S.W/1/2.0 ALTERNATE 3/16'ALUM. T ALTERNATE 3/16'ALUM. m� a3/4'LONG NYLON BUSHINGS ppP RIVETS O 5'O.C. POP RIVE13 O 5'O.C. ' BOTTOM).EXCEPT?AT ROT LONGLLER CTYP AT .� AT REM. ' HOUSING(IYP.) ' •g RO O.8w (TYP.) n 9 E0.EO 9 i "10 ALUM.POP RIVETS 9 0 10'O.C.BOTH SIDES 3 O 10'O.C.BOTH SIDES LEGRANCHO 3/ 3/16-ALUM.POP RNM 16'ALUM.POP E0. E0. ORIEMAT70N 8 RIVETS 0 18'O.C. I10�]'SS S.M.S.W/ 0373'LONG NYLON ONT.0.163. MN.3/4'PLYWOOD BUSHING W/A 0.150' MIN.SEDMATION 0.270s0.030' MN.3/4'PLTWWD o REWIRED TANG TOP SECTION O.SDO' 1/2'MIN. GLASS _ REQUIRED $ O0.MO LONG I.d.MD�( E SCHEDU� UWEATHER 1/4'o TAPCONS OR 0.223'LONG BOTTOM SIRIPPNG E0. 1 of ' CRETE-FLEX SECTION 0.320'O.D.M0 ON SHEET 13) SIDE(TYP,) ,y�T N8 MCNORS 6'O.C. n 1/4'THRU BOLT W/ 02 ;d. 'L7 a EWASHER&ACH SIDE.NUT O 10'O.C. 1/4'THRU BOLT W/ 0 1/4-0 TAPCONS OR WASHER &NUT O 5'O.C. POURED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL --Oar REQUIRED 606'OR 2'c5's1/8' POURED CONCRETE OR S':3.0/B'6063-76 CONT. ALTERNATE 3/16'ALUM. t AN 6063-T6 CONT.ALUM. CONCRETE CLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIYEIS O 5'O.C. BEGUIRED "TR� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF s ) n5 L____�".C(Z2ZCi 9 Y i n n 3/16'ALUM.POP RIVETS O MN.SEPARATION s 1D•O.C.BOTH SIDES TO GLASS TO SCHEDULE ON SHEET 13) „ ALTERNATE LEG 1 0/ &ANCHOR CONNECTION C3 ALTERNATE LEG71/4,1 E0. ' ORIENTATION T N (SEE SHEET 13) &ANCHOR o ORIENTATION K 3/4'TEKS SCREW IV/ w POURED CONCRETE OR S/8'WASHER OR 1/4'.3/4' •a CONCRETE BLOCK WALL BOLTS W/NUTS&5/8•WASHER O REWIRED 4'O.C. �' m Pas BUILD—OUT FACE MOUNTING INSTALLATIONCONNIMM SECTION 4 ( 13) o EQ. E0. 1/4-0•3/4'TEKS SCREW POURED CONCRETE OR OR 1/4'A 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL &5/8'WASHER 0 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED i BUILD I11 :MOUNTING INSTALLATION T & CONCRETE BLOCK SCALE N.T.S. YL1t • FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) A' ,T yL. I ®zGn THLTECO NG TITAN If FOLDING IMPACT PROTECTIVE SYSTEM ° �' NOTE FOR COMBINATION OF SECTIONS: * E.D. EDGE DISTANCE *J TYO,44 r V •• 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ''O' 07/AO/17 IN ANY WAY TO SUIT ANY INSTALLATION. ••��. IL E C O,NL:. FOLDING SHUTTER CORP. 01,E �>f0 TILUT TE3TINO&ENGINEERING COMPANY WEST P 6DILH R 13 T SEE LIMITATIONS FOR ON SHEET 2 -_Cp •..... ,.•• 1 wss raa.vu.sar sw sm.vma cuma.n.. 1 7-082 ® '�aL11 ln•• �m!®1UI��g(_7m,_1u1 T fo'QFgNeGphuttutTraeon 13RATWO Ha WALTFR A.NWT Jr.P.E. FLORIDAur r0�amm. EIS/SIOOIAIVURE/DATE DRIDA Lte.8 441, m/m/n SHEET 6 OT 13 •-1RN.ED. - - - _ 0. 0. POURED CONCRETE CONNECTION C5 REOUOfEO (SEE SHEET 13) THICK S.S. HOUSING OPTIONAL RAW H000 vmwz: (NON-STRUCTURAL) (2)NYLON 10.3'S.S.S.M.S.W/1/2.0 ROLLERS O1155.0(TYPJ •3/4•LONG NYLON BUSHINGS e Clip TOP)AND 1'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER HOUSING LTYP.) #10•3'S.S.B.M.S.YY/ 0.773'LONG NYLON I 7/18'ALUM. BUSHING W/A 0.150' t R POP RIVETS. I LONG TOP SECIION OS00' ` 0 18'O.C. O.D.AND 0.245'Ld.AND { CONT.0.16310270'a0.030' 0.223'LONG BOTTOM ` ULTRAFAS WEATHER SECTION00.3 01.O.R.AND I STRIPPING EA SIDE(TIP.) I 1 or (lip.) I I ®t p TO OSEPLASS ON } ®t 44 i (SEE SCHEDULE ; t ON SHEET 1 1 INN.s LASS N I W To cross I IS SCHEDULE I f or tv ON SHEET 13) t I MIN.SEPARATION v 1/4'0 a 1'TEK SCREW OR TO GLASS _ 1/40-20'■1's.s Ms WITH r '-(SEE SCHEDULE I ARD (MONO STRUCTIIRALGU NUT&WASHER 0 4'O.C. ON SHEET 13)OPTI ALTERNATE 3/16•ALUM. ' ' t POP RAfE7S 0 S'O.C. I OPRONAL RAIN GUARD I AT REAR. I (NON-STRUCTURAL) ALTERNATE 3/16•ALUM. I� , a 9 v3 ALII .� n AOP�0Y0.C. n 3/16•ALOM.POP RIVETS ANCHOR `J CppgCBOH C7 9 0 10'O.C.BOTH SIDES (SEE SHEET 13) in a 3/16'ALUM.POP R8£TS -�i7---- ^I 0 10.O.C.BOTH SIDES --ED.--• ED. EDGE SLAB IF OF EDGE OF / POURED CONCRETE APPLICABLE / SLAB IF REQUIRED CONNEMION APPLICABLE (SEE SHEET 13) / EO E0. POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.E.D. REQUIRED CONOE'CIION CIS •INN.ED. •MIN.ED. (SEE SHEET 13) .INN.ED. 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. 119Rf ��T✓Y`Y��.••�,....C.�.p,•••... ` G�••A7 •�^^_ FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE No.44167 ,�? 02017 TATECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��By` 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) :*f O m., FOLDING SHUTTER CORP. DATE 07/20/17 IN ANY WAY TO SUR ANY INSTALLATION. : ST I L E C A�+� �'•. 7 TIL37T TESTING Q ENGINEERING COMPANY 7080 HEYSIREET RACE VAST PALM BE4C7,FL 33413 _ Q '• f• w+xr.Aew.sl..a.w.emw n anea 17-082 ? SEE UMRATIONS FOR®ON SHEET 2 E! f1 �•'(em•,7vi-Taw....:ci-'faf PH:1eoo-647-fin1 ••• fll - EB-00067P G.W. frfwlol61prs11u8artxcom DRAYINQ No WALTER A TILUT Jr.P.E. �•o' `�• �..P�.�F/1�9CUTURE/OATE R.ORIOA Liu B 44187 n !4 BEET 7 OF 13 POURED CONC6ETE OR GROUTED CONCRETE e1e0'MAX ULOOl IYALL REfi]Rc"O 8 6PAN TUt1E PEA SCHEDULE CZ)ROM OF 1/4•A TAPCOL3 X x AN(6)1(TrP.)(SEEEKS SOLE)REW TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR.BOTTOM) TIT ATroa NL2 LOnTo:uAur, o 0 0 -� -----o 0 o ALLOWABLE TUBE REO•D ANGLE NUMBER OF ANCHORS ----------- - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE $FAT TUBE PER SCHEDULE PRODUCT L00'�m 1LLdf o o O O Q SIZE SPp� TOP OR BOTTOM TOP OR BOTTO)A TOP OR BOTTOM m1"°a 'AxlaFi 1/4'0.]/4•ra sOEw In.TOP. TUBE TUBE TUBE o Y C. / �y I 3,4 3tis•T, L 354• sa•or 60" 106.0" 13 8 as L.T.1/il LENGTH ]11•.i%4:lENOm 60s3- SY sso TB��pAN2 % 2"x4"xt/8" 96" 85.0" 17 10 ANGLE 144" 69.0" 13 8 cTN(TYP.) •4•./ 80' 117.0' 17 70 ]Sx111 IFA:GiII 4r eoe]SEE-re auN.ANmE ©t B pT 41/z• 2"x4'xl/4" 96' 110.0" 21 12 ( �'mU1U Ea OYP.) 144" 91.0" 21 12 SPAN TUBE LENGTH- 80* 109.0, 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELIVO (TURE AT TOP) 2"x5"xi/8" 96• 1000" 21 12 SECTION X 144" T,S, 81.0" 17 10 WAN 1UBE 4E�'/OYPJ 80' 124.0' 21 12 1 1/x'n'P• 2"x6"x1/8" 96• 114.0' 21 12 1 144" 93.0" 21 12 ]',4•m 3'u•e / *VAUD ALSO FOR MDDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE YR•,t 41 LENGTH s°e3-Ta AuoE Axpc (SEE 1 IANGM � SHUTTERS HEIGHT ABOVE k BELOW DOES NOT EXCEED THE NAx.PRODUCT SPAN (HE SCHEDULE) ra re ADu.ANGLE SHOWN ON TABLE 1. (SEE s Y ' / Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MAXIMUM 1/4•.,3/4•ra scaE1E o 0 0 o O I TUBE PRODUCT ALLOWABLE TUBE RE LENGTH ANGLE NUMBER OF ANCHORS o a•as _ SIZE SPAN LENGTH EA END PER ENO OF TUBE ;. ------ ------ SPAN SPAN TUBE PER SCHEDULE ------- --\------- 5.211/e.LENGTH eaw-m ALLOY sosT-m ALUM.ANGLE 60" 76.0" 13 12 (sEE SO Ecuu!) (s)1/4•.]/4'TDIa SCREW 4,�•SPACING SPAN TueE Pm �� 2"x4"x1/8" 96" 60.0" 17 15 a"MAL AT 2'O.O LONOTTAN NEr. BETWEEN ANae+s(TwJ �D CONrnETe (sm SCHOU E) 144" 48.0" 13 12 °R GROUTED CONCRETE (x)RGIM Gi 1/4Y TAPC016 snot exlE REOIERED At�EpgS(tm.)(SEE SETNEDUIn TYPICAL ELEVATION (TUBE AT BOTTOM) 80" 87.0" 21 78 SPAN TUBE MOUNTING INSTALLATION SGxn u s 2'x4"xi/4" 96. 79 0" 21 18 (a)1/r,3/4'TER$SCREW .. 4 1/2.M SPAN TUBE Entt:n 144" 65.0' 21 18 AT r OZ.LCNGLHTmNALEY. Y,4•>]1J'm]',211/P L1YPa FNe:c M1 TAT T1T+. 60" 77.0" 17 15 LENGTH sae3•m ALNL ANGLE (3)Ross OF 1/4-0 (ETE scxmuq TAPC ANGWRSTF�VT 2"x5"x1/8" 96" 70.0" 21 18 ONS DTP.)(SEE SCHEOUIE) id t 144" 57.0' 17 15 80' 1 88.0" 21 18 OT I 2"x6"x1/8" 96' 81.0' 21 18 Z 66.D' 21 18 Z 0 0 0 0 INSTALLATIONS DETAILS WZ SPAN TUBE INTO POURED CONCRETE 1 /4'4'3 /4'1EK -------------- OR GROUTED CONCRETE BLOCK WALL el m•MAtE o a•o.a O O O O O r0 SCALE:N.T.S. (SEE SCHOULE) - -------------- v_ $PAN TUBE PER SCHEONE e Tfl ALLOYPER SCHEOLRE O O O O O O /)E A/I �1 NAx.AS.D.OESIGN+' PRESSURE RATING=272.0 PSF 1'" gEnA ]LENGTH U63-TA / 1YYE wgE�SQR�t 'N2E __ ;( FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) 4. (SEE SCNEDLLE) . ai �• NO.44167 : 02017 tRTEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ° BY. W y� Y.L Gf A.Qf'• FOLDING SHUTTER CORP. °'ATE PO IRiEO CONCRETE + a r • Li:• 1 L E C O NI O•. I�� O CONCRETE INExi Y1M l aLOC1(YUL1 REQUIRED T14'Tn]EO n J12'n/4' 'y / Q•i� TILLT TESTING h ENGINEERING COMPANY 70a9 M BEACH. PLACE TYPICAL ELEVATION (TUBE AT MIDNEIGNT) Oqi P!,.•'cT, 11 E>s+Nc sa.t2.sN. �sEz4 GNoua n 311p Y>Esr PAVE BEAt11.FL 33113 17-082 (s)T/4•.3p•TENS scREr. LENGTH rDe3-m AIELY.AxaE = /rn Ai 2'O.0 Lomm°7uLEr, (SEE SCHEDULE) S' .. • ` T tew•B]O3Ttn1-1, (z3Pn-Ifl1 PH:1000-a4]-a371 V C1 .• \\ tE - O0:URa 5719 om me.lddnpihutleawm DRIVING No SPAN TUB MOUNTIN INSTALLATION ATION T SEE LIMITATIONS FOR®ON SHEEP 2 " / 11 vwLTE®a T�wf�r19,.P.E. °rm® -P.E.$ 51ff{4TUitE/DA7E FLORIDA U./44167 m/xy0 SKEET 8 OF 13 s I/4•e.1 3/C MDR.EA. 7APcONS/CRErE-FLEX (SEE SHEET FrOSTWO CMlSS v ANC,IORS m Te•D.a 13) ----------------------------- YW.Co. F STRUCTUo RE LME SHEET 13) USING1 5.776'(T(P.) CTUR ]/B'e 1NRFAOED 3/16"POP RNETS OR O CENTERPIECE FORS 1/4'9.,7/4 1 1/4•o.c 3/4•TEKS m OYP.) 1 TAPoONS/CRLlE-nJ7( 1 1 1 ANCMORs o te'D.C. 1�t or Qt or Qt I T 'o Is At WALL FACE or lA t or W 6 j END CONDITION 18 90.0- 90.0' 2 3 90.0 90a 3/16'POP RNETS OR / 8 4 SH WN 1/4,/4•TExs 0 �INTERIOR OR85 —� OR FXRRDOR) (SEE NOTE 1) (2)�O]0"O.C.m EXTERIOR wCSPANe°0 To BDo• 10DSPPAn eNs o m / sPA,a(3) s 030, o.c o wosPa�FOR OP 8 HORIZONTAL SECTION 20 D.C.m14I4'-(S3P�mYM 1 SCREW MAY SPAN 14ORIZOMµ SEcnox SCREW MAY BE NISTALLED INTERIOR OR R7aMOR) QE,rF1i5 WTEFTOA \ INTERIOR OR DMWR) (LEVERS Fx1Ef60Rl OR ExfBCOR) /16•PoP RIVETS �/,,Z/:4• *MAY VAR!AT(ASr SLAT AT TRAPPm(NSTALIATIDf(S 4 .OR o5 0 �Tors 0+e D.C. WN 4 OR f TAPod,�CAE,EP-To SHOWfV WWNN 3 1'SEE WATATDNS FOR IO ON SHFtT 2 a+woaS 0+ST D.C.TO \ \ ANCHTOORE)aSTI0 IS'D.C.TO SHO / EIOSRNC STRUCTURE RE E.rsnnc STRUCTURE \ $ BUILD-OUT 1/z 2•.2".1/e"COW.16tL E063-76 ALIDT N4LE END CONDITION 3/16.POP RIMS Ea ED. OR 1/4•.3/4-n3a;OR ElOSiIN'G S,RIICNRE T/4 . END LOCK ANGLE s12 BOLTS Wi END LOCK ANGLE NUTS m/4 O.C. NOTE 1 HORIZOMAL SECTION HORIZONTAL SECTION 2'.2'.'/e'6063-T6 1/4'x 3/4"TEK COMr.µUIm+IJU BENT ANOIE SCREWS ATTACHE°TO ONE ONE LOCKING TUBE, PART ft SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE 0 6.O.C. INTERIOR CENTERPIECE®OINSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE _& A (2)03 0 30"O.C. - 69D(2 TOR UP O..a SOLID THERMOPLASTIC TIP BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN&(3) 5 m 30• 0.357"xO.357"AND IT SHALL BE FULLY INSERTED INTO .THE ALUMINUM LOCKING TUBE ®AND SECURED D.C.o MOSP FOR UP TO I"-SPAM(THUMB INTO IT WITH A 0.120" CIA. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE INSTALLED A 0.200 LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INRENOR OR EXTERIOR) OF THE TIP A SQUARE, 0.475"xO.475"xO.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR ALUMINUM LOCKING TUBE o8 , A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE. vNR`A 1 SHO 5 (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366"xO.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE.MUST INCLUDE A 0.684" (EVERSOR�urtEDw DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. - pTt SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (MA)L) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR lam/ (LEVERS SHO ALTERNATE LOCKING SLAT D CORNER LOCKING DETAI HORIZOIIIAL •T�Y�: FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) .� 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORA6W BY: END INSTALLATION DETAILS INTO CONCRETE, 0 4�i 's, Y3. CONCRETE BLOCK & WOOD (AS APPLICABLE IL E o o EINO. FOLDING SHUTTER CORP. °'aT" �'•,7 "'^l�`� j nun TEsnao s ENDNEERIHa coYPANr 7089 HEMSIREET Purr 1e° ays Nr ]ee,a su.>a1 RaeN:A ewocw,n.aNeN WEST PAW BEACH.FL 33413 P 17-082 0 �� .(mexnt-ulti.rn (iO3Jn1-tm, Pm °-643-a771 ........ +TI ®°aoa`6°iis<e n " fohrlttplt"64n— oRAYWD No 1NµTER A laUT Jr.P.E. R•a m- �.�� •••�t 1A FLORIDA Lie.g 44167 mnyn 4� SHEET 9 OF 13 a 1 AIDYWuu ANGLE [2* 2' 1/8, T—B SOur PER ECT 4 SHE u SHEET 8 A A 1 I (2)3/16-POP RNETS. 2'•2'a,/6' EACH LEG OF 2'.2- AWImwDI ANGLE ANfiE !AWAY FR MAY FACE Q _ AWAY FROM OPENING j\ a� 1 (AS SHPAN).OR TOWARDS P o 9 OPF1101G.NO ANCHORS R Fi REQUIRED TO HOST +l ' STRUCTURE 9 �9 BUSD-OUT YOuNr PER SECTION 4.SHEET e (A)3/I6'PCP lOYETS, L AEG OF 2 i2'ANGLE bQ1E;SIMILAR AT HEAD PLAN VIEW A-A ALIERIUDE WALL EXTERIOR ELEVATION AND SILL AND BOTH SIDES YDU'rt roa aNE oa eOrH AN OF OF PRODUCT 10 0 I (2) ,/4•P.3/4• ; ©j OPTIONAL SIDE ANGLE Tm OR 3/I6'POP ,,/Y., ,n- ,/6• 0•-2• (FOR SECTION 4.SWEET 6) RNETS PER ANG IE TO (�YIN.AWNIHUY M'41E$TOP k TUBE I BOTTOM OR TO WALL(2 REQUIRED) ETL A L A o SLAB EA ANCU 7p STAB 0 ® 1/4.0•1 3/4- TAP�� ANCHORS 18'RF% �OIEf2iSR L�Y0AY BE MT ANOIORS O fe'O.C. \may • 3/16•POP RNE,S OR E%ISTWG STRUCTURE L END .� 1/4'•3/4'TERS 3 0 12'O.C. M 3 1/2-MIN. CORNER POST e ISOMETRIC EDGE OF CONCRETE SLAB DIP.AT TOP AND BOTTOM SUBS) ^ END PIEECES MAY BE MT •l 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HOFMN AL SECTION FLORIDA BUILDING CODE(High & Non High Velocity Hurticane Zone) END INSTALLATION DETAILS INTO CONCRETE. > I`� = )�� - 0zonn3Ecomc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °R^ILL�` 20/7 CONCRETE BLOCK & WOOD (AS APPLICABLE) Y--:IL .; E C o mc, FOLDING SHUTTER CORP. 1� DATE "i A•' ���(„ `L' TILLT TESTING h ENGINEERING COMPANY 7059 HdSTREET PLACE �%.•'• J�Iv �, T ....NW.awn.tt.Sb.3I13'dPm.'A FAf✓OE1s111 3A,a WEST PALL BEACH.FL 33413 17-082 ��C fj.�,,,..• -5�.,11 Yea.,(�,,OaW��ift..0001.W n--161� Fft alAngilwtltla�Cmn DRAWING N4 .J ICON�n�"•.,�' WALTET®� r1.9b.P.E aar P.E.SE,L/SIGtRATURE/DATE FLORIDA Lk.a s4167 an Asa,. m/mfn SHEET BA OF 13 WALL FINISH OPTIONAL RAIN HOOD \ I (NON-STRUCTURAL) WALL FINISH D.ofiO THrx ss. #10a3•Ss.SALS.W/1/2.0.3/4• ROLLER HOUSING LONG NYLON BUSKNGS(Typ.TOP) 1 C2 \ AAT ROLLER HOUSINI7G8(TP.) d / 0.060•THI"Ss,ROLLER HOUSING OPTIONAL RAN HOOD \Y \ I (R NYLON I OLLE16 I — \ I 6 (NON-STRUCTURAL) 0.S55.0(TYP.) 2'.4'COM.WOOD I 3/16•ALUM.POP HEADER REW. 010 x 3'S.S.S.N.S.W/ 0.373•LONG NYLON COM. RNVErS,O 16'OJC. COH1ECIgl1 BUSKING W/A 0.150• C.183'a0370' I� yr LONG TOP SECTION 0.300' I I M O.D.AND 0.245'i.I.AND a0.03D• In 0.22]'LONG BOTTOM WEATHER 1 Or \ o01 SECTION 0.320'O.D.AND 0245'1A. SIDE POW.) `� t 'J' cWi $ 3/16'AWN.POP (TYP.) 8Lj x RNETS,0 IS-O.C. -9 MIN.g'PARA710N 2'a4'CONT. N TO CLASS HEADER REO'0. I�(STO GLASS EE SCHEDULE 1 or (SEE SCHEDULE 1 or + ON SHEEP 13) ®t ON SHEET 13) ,q]t W 27.4'CONT.WDOD I ' 1C7 I� PLATE REDb. I 1 I ? WALL FACE MOUNTING INSTALLATION W � I o � � SECTION 2W (TOP) Coma =C1 WALL FINLSf1 WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD A,1 �; GE .• `! •; FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 m 2017 7A3ECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR LIN BY. NOTES* ? NO.4 4167 NOTE FOR COMBINATION OF SECTIONS 07/20/17 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO IL EC O INC. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED O •Q;? TIWT TESTINo Ih ENGINEERING COMPANY 7KmI HEMSTREEr PLACE IN ANY WAY TO SUIT ANY INSTALLATION. Q .•Qn I / lV a>v TL0.'.l.1 SGS,tsc1M UJmD4 M1 y1N WEST PAW BEAM PL 33413 17-082 /•1••. ,tafm,_so.r..,oa+m,-+1u, PH:t000-641-NTl \ ,�lY t1 mu®-f1006719'c4m mfal4NgY,utiva.tom DRAWING N. WALTER A.TIWT Jr.P.E. ¢®m e a FLORIDA U.Lf 44187 m t1-ma A1/14"T SXELT 11.1 13 1/4b x 3/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 4-x8'(Wrl.)DOSING WOOD BEAU REQUIRED.STRUCTURAL ADEQUACY OF E10SnNG WOOD SEAM TO BE / CERTIFIED DT REGISTERED / -WALL FINISH 0.060'THICK S.S. T SEE LIMITATIONS FOR®ON SHEET 2 TOGNEER OR ARCHITECT IPRODUCT INSTALLATION.RIOR // / / ROLLER NOUSTxG 0- - EQ/ 2'x4'CONT.Q-0. WOOD HEADER�� OPTIONAL RAIN HOOD REO'D.� EQ. EO. (NON_STRNRAL NOTE FOR COMBINATION OF SECTIONS: / •/ 1- MOUNTING SECTIONS CAN BE COMBINED CANtlECIIOt(� / S /tOx3'U.S.s S.N.S.W/1/2.0 x3/a' IN ANY WAY TO SUIT ANY INSTALLATION. \. AND t LOONG BUSHINGS BOTTOM),TOP) )EPT / f I AT ROLLER HOUSING(IYP.) NOTES. kW \ I L ,-E OPnoNAL RAIN Hoop s 7 ___—_ () Y 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO I (NON-SiRUCIuwW '— L, ROIL BE HAVE A MIN. SPECIFIC DENSITY OF 0.4t,OR EQUAL _ i N.B.s9'o(TYP.) --i-- II J� j ryl�-I, } I 8 —Pop ALUM. #10 x 3'S.S.SALS.W/0.373'LONG NYLON. am -�II L-'y J 01 ELM' BUSHNG W/A 0.150-LONG TOP SECTION ALTERNATE LEG O 1B'O.C. I I J/16'AWN. LOCATION CONT. : Q500'O.D.AND 0.245'iA.AND 0223'LONG POP RIVETS, (SEE NOTE') 0.163'x0.270'a0.070' BOTTON SECTION 0320'0.0.!WTI 0215'H.d. 0 1B•O.C. ULTRAFAS IYEAIHFR j (TYP.) MIN SEPARATION STRIPPNG EA.SIDE TO GLASS ') 1 Of T. Jr (SEE SCHEDULE k ON SHEET 13) ' I 1 or�gt h NIN.SEPARATION MIN.SEPARATION TO GLASS (SEE SCHEDULE 1 or (SEE SCHEDULE ON SHEET 13) ON SHEET 13) 1 ofQ� T I 1 or ALTERNATE 3/ts•AWN j ALTERNATE LEc _ POP RIVETS O'S-O.C. OPTIONAL RAIN cUARO ALTERNATE LEG AT REAR ��—T r`r (NON-STRUCTU LocAnoN L Jr- , (sEE t1DTE•) NOTE --r-� ii I ALTERNATE 3 16' - POP RVETS O 5'O.C. t 11I'. • AT REAR. 2'x4'CCNT.II �{ a ___ __ WOOD PlA a3 REO'D./ i i i n' 9 --- 3/16'ALUM.POP 9 RIVETS / I m __ _,____ p �I n� O 10'O.C.BOO SIDES w N 3/16' POP RIVETS II p o O 10'D.C.O.C.fN)nl SIDES � ,R E0. E0. a EQ EQ. ( DECK'REWI RED° 0. 1 2 i4'CONT. I I� 1/4'o x 3/4'TENS SCREW (NO FINISH ALLOWED) 1/4o x 3/4'TEKS SCREW WOOD PLATE ' '1 I x 1 REO'0. 3/4'BOLTS IV/NUTS I l &5/8'OR 1/4'WASHER O 6'O.C. W/5/e'WASHER OR ' I CONNECTION C8 I 1/4'x 3/4'BOLTS W/NUTS& , t 1 COID�CTION q 5/B'WASHER O 4'O.C. 1� 1 y1 -WALL FINISH2'NIN.ED.y2'WN.ED. WALL FINISH / '1 BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWtFT 1Yjd O SECTION 7W 11 � . aQ`..• .T✓ FLORIDA BUILDING CODE (Nigh &Non High Velocity HurricOne Zone) NOTE :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ; ®2017 III=INC. DRAYN Of. ` O.�41 G7 _ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM W.L. INSTALLATIONS DETAILS INTO WOOD *'': _ IL ECo�wL. FOLDING SHUTTER CORP. °'an" SCALE N.T.S. T011T TESTING&ENGINEERING COMPANY 7088 HOISTREEr PLACE I WEST PAW BEACH.FL 3311J 9 .7' ECI�� ws sun.se.sr sm,vAcrw GNSDII.n aWFe 17-082 0R`' .FOR% ''��111 -'as'�LK oI<'o'm'-'°" .P."Hilae °13�u wm DRAMING No roe' .. \ 11 ES-0006718 .f WALTER A TAM Jr.P.E.�IftE/OAIE FLORUA Ur-6 44167 a?r.Mr e� SHEET iT OF 13 .r• MIN.SEPARATION 1 TO CLASS MIN.SEPARATION I 8 (SEE SCHEDULE- TO - - Or®1 T '^z + ON SHEET 13) (SEE SCHEDULE- ON or® g SHEET 13) 3 y OPTIONAL RAIN GUARD I (NON-STRUCTURAL) v TELL I ALTERNATE 3/1-AWM. SCREW OR 1/40-2011• POP RUM O 5"O.C. S.S.US WITH NUT&8 AT REAR. ^ g WASHER O 4'O.C. v1 3/16"ALUM.POP RIVETS n a O 10'O.C.BOTH SIDES Qp EDGE OF STAB � T{' IF APPUCABLE _ EDGE OF SLAB _ ALTERNATE LEG&I Q �n4, Cp11Nk7.'BpH C7 = IF APPLICABLE ANCHOR LOCATION (SEE NOTE 14 1 . 21c6•MIN.1V000 - DECK REQUIRED -- '-- (NO FINISH ALLOWED) IF CONNECTION EDGE SLAB IF F Y MIN.E.D. 2'MMIN.ED. APPLICABLE �- SLAB lAB IF I —E0. APPLICABLE 1 SEE LMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) 1 MIN.ED. 1"MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 2'x6'MIN.WOOD J DECK REGLRRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION NOBS PWE GW00� (SSEEEE°CEW 3 SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL T WALL FINISH (J)5/16'o LAG or t E r 2- SEE SECTIONS 6W& 14W FOR MAX.A.S.D. DESIGN oa SCREWS W/2 1/2-MIN. MIN.ED. PRESSURE RATING& SPANS W / 1'x a'x t/e" I o PENETRATION AT MIDWIDTH (27 OF RAFTER/TRUSSES BOBJ-TB CONE. w \ ALUMINUM TUBE E -) it $ `- 1/4'x4'(6063-T6)FIAT IX�DHG 2%WOOD PLATE w/1/4"0 xI'TEK TRUSSES OR RAFTER 2'x4'MAN.WOOD I• SCREWS O 6.O.C.IN AT 24'O.C.MAX. STUDS O 16'O.C. ` BIT- N TRUSSES OR O° .500' I I 1 � a 3 1/e•x4'(6063-T6)FIAT PLATE W/1/4'0 x1•TEA( SCREWS O 4'O.C.IN (2)1/4 P TAPCON OR 1/4.0 CRETE-FLEX BETWEEN TRUSSES ANCHORS OR 914 NOS WOOD SCREWS OR 1/4'0 8 EDGE(IF APPLICABLE) NOS lAG SCREWS A7 IAIDVADTH OF Ell STUD W/ ,Q Min.THREADED PENETRATION INTO WOOD t }q 1 ' it 1/4'0 x 3/4•TEX NYLON(ROLLERS ' 1/4-MAX.PLYWOOD EXISTING SOFFIT BUD 1 1` I SCREW OR 1/4'-20 x 3/4' 0.855"0(IYP.) —NYLON BUSH NGS(Typ.TOP)AND 1-LONG 1tl I 1/a•0 x 3/4'ETEK 0. S.S.BOLTS W/NUTS& e 1 o WASHER O 6"D.C. g10:3•S.S.S.N.S.W/ 6 .)BOTTOM),EXCEPT AT ROLLER HOUSING MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373'LONG NYLON BUSHING W/A 0.150- i CONT. INSTALLATIONS DE:T�CYL' --�r.•, SECTION 14W (BOTTOM)LONG TOP SECTION 0.500' Y OD.AND 0.245"TA.AND .0.W'x0.270' 0.223'LONG BOTTOM o.a3o" ,h' n �/ MAX. A.S.D. DESIGN PRESSURE RATING= +6o.0, -60.0 PSF MIN.SEPARATION ULIRWAB ' INTO /B O O V,• ). .SECTION 0.320'O.D.AND TO GLASS WEATHER 1 q,9i Q`; '"•E••••'" FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) 0.245"I.O. (SEE SCHEDULE STRIPPING EA V C NS]•''•• (TYP.) ON SHEET 13) i SIDE(TYP.) i Of t $GALE N.T.S. No.44187 5 02017 MLTECO INC. ORON BY: 1. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ` • 07/20/17 IL E C O�M�. FOLDING SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION rO1' Av TILU7 TEST N0 t EHGINEERINO COMPANY TOMS HEtLtiTR13s PLACE �O•••• A]]taa WEST PAW BEACH,FL 33413 SECTION 8W (TOP) S• 0ta`'At,,. �,:"'moi®°mD`6°9 s�]m„_t,]t P;de°0e��n ' oR�AmM08N MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF _ 1•uLTLTI A TILUT a..P.E. rm m�• -.P. _ •x�f7i4711AE/DATE FlARIDA lic. 44167 SHEET 12 OF 13 MAXIMUM WIND PRESSURE .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) IIAx016M SLAM SPANS 0 THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE 6tN0 �•,,Lyoq.a" CONCRETE CONCRETE BLOCK STEEL WOOD PRFSSORE Posme NEw,m,E u iw" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR ESSUPRESSU PRESSURE „ CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (L+) a-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 A C 60.0" 60" 88 Ib ft C1 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT y 417 LB FT - 8 LB LB Fi - 134 35 psf 100.0" 100" 146 Ib/ft 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 6 461 LB/FT - 418 LB FT - 134 LB FT 144" 144" 210 Ib ft 12 3B7 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347B F LT 60.0" 60" 10D Ib/ft C2 I 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 100.0" 100' 167 Ib ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0" 60.0" 115 Ib/ft 9 390 LB/FT 1 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 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 9 372 LB/FT - 375 LB/FT 134 LB/FT 46 psf 97.0' 97.0` 187 Ib/ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/Fi 115.0" 115.0" 221 Ib/ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 760 LB/FT - 572 LB FT - 304 LB/FT 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT 1 70 LB - 134 LB/FT 60.0' 60.0" C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 389.0' 89.0' 187 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Fi 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50psf 100.0" 100.0" 9 281 LB/FT - 224 LB/FT 81 LB/FT` 83 LB/FT 143 LB/FT 103 LB/FT - - 120.0" 120.0" 250 Ib ft CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT 334 LB/FT 2 LB/FT 144" 140" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 334 LB/FT - 250 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 681 LB FT - 670 LB/FT - 250 LB/FT 81.0` 81.0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/Fi 15 LB/FT - 55 psf 100.0" 100.0" 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/Fi C6 6 332 LB/FT 37 323 LB/FT - - 120.0" 120.0' 275 Ib ftft 3 663 LB/FT 756 LB/FT 646 LB/FT - - 137" 134" 330 Ib 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/Fi 153 LB/Fi - - 60.0" 60.0" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/FT 80.0" 80.0" 200 Ib ft 2 - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0' 250 Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0' 115.0' 288 Ib ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/Fi CB 8 582 LB/Fi 691 LB/FT 614 LB/FT - 131' 1 128" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/Fi 6 1777 LB/FT 1 921 LB/FT 1819 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 OSEE GENERAL NOTE C.2 ON SHEET 1 126' 123" 360 Ib ft 60.0 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psi 100.0" 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BL0CK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A 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' 187 Ib ft THREADFORM TECHNOLOGY 117' 114" 383 Ib ft 5'-10" 2 1/2" 1" 2 5/8' 80 psf 113' 111" 387 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" 2 5/8"+ 1" 2 3/4 + C 1/4" 0 CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00" N/A N/A 100 psf 101" 99" 447 Ib ft TO 8'-3" / 110 psf 94` 90" 468 Ib ft 1/4" 0 ITW-BUILDEX 120 psf 87" 82" 4B4 Ib ft >8'-3" 3 1 2' 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 80' 76' 483 Ib ft TO 12'-0" / 140 psf 74" 70' 484 Ib ft AAAs/i�i�i�r F #14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00" N/A 150 psf 69" 66" 483 Ib ft Ire 1 4" NDS LAG SCREWS 150 psf 65" 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. 1;,I �'�!I/ II .. ,�` FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) Atf4IE5: + EXCEPT THAT 3 5/8" SHALL BE USED -- m1017 TLLTECO INC. DRAATl 6y; L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �� ,h••••. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W.L. GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. GIVEN MAX.ALLOWABLE PRODUCT SPAN FORA 4, 4A & 7A. ; ./�cj a7/io/t7 GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUTTER CORP. RATING. IL ECOINC. DATE FINAL MAXIMUM ALLOYIABLE PRODUCT SPAN IS / TIWT TESTING @ ENGINEERING COMPANY 7066 ImI5m2T PUCE 17-082 ,.'�5 `u,p. J� am ttW.ian.N &EN INEE NG C M1 1]100 WEST PAW REACH. P]]413 EQUAL TO THE MINIMUM DETERMINED PRODUCE Q'••. p 'A; EH t,' PEeI.:I�1e11-taro.r.,:l�MTI-iui PH;1600-6At-�fin1 SPAN BETWEEN"L+'AND'L-'• wit .�OR10Q: '•�.tR` a DEB-01 OS719.C� W.em�:nu6m.eom DRAWING Na WAITER A.TILUT Jr.P.C. I$►�E�• •9r t�DATE RLOWDA Ue.0 u167 m/io/n m SXEET iJ aF 13