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HomeMy WebLinkAboutProduct Approval, Shutters Florida Building Code Online Page 1 of 2 I �a n 1!E + • H SCIS Home Log In User Registration Hot Topla Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map, Links Search•� M; Product Approval s: USER:Public User Product Approval Menu>Product or Application Search>Application 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 Ext 7675 edh@fold]ngshutters.com i 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 j ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilllt Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN 11 FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF I 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=wGEVXQWtDgv2aBQpHpQQ... 2/12/2019 i Florida Building Code Online Page 2 of 2 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 IFIL# 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 load.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 1 Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall 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 offidal 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 dick here. Product Approval Accepts: FOR R 0 Credlt:Cal-d-`„ I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 ------ ------ .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 WIN. 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"O'TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX.AS MANUFACTURED BY RW/BUILDEX, ' ' SCREWS. DESIGNWIND.LOADS SHALL,BE DETERMINED AS PER SECTIONS 1620 (HVH2) & 1609 (NHVHZ)OF THE ABOVEMENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS; RESPECTIVELY,Ok 1'4 NDS WOOD SCREWS OR 1/4'0NDSLAG. FOR A BASIC.WIND:"SPEED AS REQUIRED-BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A'DIRECTIONALIEY FACTOR NOTES, Kd=0.65, USING.ASCE.7-10 AND SHALL.NOT EXCEED.THE MAXIMUM AS.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) MINIM UM,THREADED PENETRATION OF 1/4'4 TAPOON OR 1/4'.0 CRETE-FLET(OR'814 NOS WOOD SCREWS OR, .REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY O: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,Cl THRU C4 AND C6,THRU Ca DESIGN PRESSURE,RATINGS INDICATED ON SHEET 13. CONNECTION TYPE;AND 2'FOR C%OR AS.INDICATED ON WOOD SECTIONS ON.SHEETS.10 THOU 12.NO`THREADED IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED; WERE NOT OVERSTRESSED,A 33 R INCREASE IN PENETRATION L INTO WALL FINISH SHALL BE CONSIDERED AS PART OFi THE REQUIRED'THREADED PENETRATION, ALLOWABLE STRESS FOR WIND LOADS WAS NQJ USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C.2)MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON.OR:1/4'0 CRETE-FLEX OR 814'NDS'WOODSCREWS 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 ELSE 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 BELONG ENOUGH TO REACH:THE MAIN SUBSTRATE BEHWDSUCH.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- ,AND TAS-203;AND AS PER'SUBMTTfED STRUCTURAL CALCULATIONS;,PERFORMED AS PER,SECTION 1616'&:1604 OF THE F202LORIDA BUILDING CODE (D) TO EXISTING'STEEL STRUCTURE:MIN. 12 GAGE; FY-33 KSI (MIN.)-MATERIAL. 2. STAINLESS.STEEL:SHEET METAL SCREWS:USED AT'SLATS&&®SHALL BE® 10 x 3'; 410-HT MINIMUM SERIES W/ 17316.ksi YIELD -1/4'0 IIIA BUILDEX.TEK 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. MOTES 3.ALL,ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPERAS 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 ITW/BUILDDI 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 TOBE_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:AISL 304 OR 316'SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD:FRAME BUILDINGS. 9. EACH UNIT.MUST BEAR,PERMANENT LABEL IN A VISIBLE PLACE WITH'WARNING NOTE:DURING PERIODS OF HURRICANE 6..ANCHORS TO WALL SWILL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT,OR OTHERS,.MUST PROPERLY•CLOSE ALL CENTERPIECES'AND ENGAGE OR.LOCK ALL (A). TO EXISTING POURED CONCRETE: LOCKS. 10•PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON'A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THRFADFORM'TECHNOLOGY,AS MANUFACTURED-BY I.T.W.•BUILDIX,INC.TO MIN.f'c-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL'-BEPLACED'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 ELCD CONSTRUCTION PRODUCTS TO MIN;f'c=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY,WITH SPECS INDICATED IN THIS DRAWING..PLUS ANY' NOTES;. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE.PERMIT IS APPLIED TO. At) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT'(P.E.D.),PREPARED.BY THIS.ENGINEER-IS GENERIC AND DOES.NOT PROVIDE MINIMUM EDGE DISTANCE(E.D:)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'SCUD 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' PRODUCTBASEDON.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 INVAUD IF MODIFIED. WALL FLOOR,ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A:1 &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 PND'WHO WILL BE RESPONSIBLE FOR THE,PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE ET OF THE HIS LATTERETHEENGI SP SOF PECIFIC RECORD, 'GS�R REVIEW.DELEGATED•ENGINEER TO,THE.RED.ENGINEER;.SHALL..SUBMIT. - 1/4'0 TAPCON:W/.ADVANCED TH E&DFORMDISTRIBUTED TECHNOLOGY. S MANUFACTURED BY I.T.W. BUILDIX,INC. TO(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 OLSTR)BUTED BY ALL POINT SOLID SET ANCHORS. PREPARED.fT - 1/4'0 CRETE-FLEX,AS:MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES, r �dA * THIS G i - B.1) MINIMUM EMBEDMENT OF 1/4'0 BE TAPCON ANCHORS OR.1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. "Ill '`{,��•,T14ir_= .PERMIT'S NINTFiE STATE OF FLORIUDAD 10 OBTAIN. MINIMUM EDGE"DISTANCE(E.D.)SHALL BE AS PER SHEET 13. Yl P �;10ENS, vg B:2) 3/4'SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/&) INTO THE CONCRETE BLOCK UNIT. NO �,- `' 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 J• Q,'4��_V7 y � ®2pu nLTEco INC.MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM:FOR WALLS WITH NO STUCCO. T V i TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GROW BY. SI MAL B:3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND.DN'THE EXISTING WALL, ,7 FOLDING SNUTTER CORK 07)20/17 ANCHORS SHALL BE LONG ENOUGH TO REACH'THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE LL ECO1N�. BATE SHALL.BE.AS INDICATED'ON NOTES:8.1 &8.2 ABO.YE �0 „•'4`'1ITINT TESTING h.ENGINEERING COMPANY 7069 HEMSTREET PLACE '/\/ E]9].Ni.XIA 54 Sta mho NR99U,GMtlxS.R]1198 WEST PAIL BTS,FL-]7413 ��1' cem.":pmlm 1 .7a (JwOm-+99i" Mlaoo-elJ-sJ71 17-082 4NAL E. ce-�OM6719L°°" mJdBngS uaan.ewn DRAWING No ' SIT.TWTURE WALTER A TILUT Jr.P.E. INTI xa.r oi- .- �L01 /DATE FLORIDA U.1('4.4167 �1` x018-o,1 m/wI7 .SHEET 1 OF 1J Sow .675' 1"o•. r--3660• 2 a3M• `4+ a 6' ,g 4-z� eN�UIEIN � 7• I.5a' � q .aBa' 1270' SLAT WINDOW © —EN .Q FLAT END a7aG .aea•I.9J6• 6.179 (TO BETIONS. 606J-T6 ALLOY 6063-75 ALLOY 6J—r5 - :EXTERIOR CENTERPIECE MAY INCLUDE PERFORATIONS AS PER (TO.B£USED ONLY FOR INSrALLA77ONS 4 INTERIOR CENTERPIECE 6063-76.ALLOY DETAILON SHEET 3) JO FEET OR HIGHERA80VE GRADE MEASURED'AT BOTTOM OF OPENING 6063-T6 ALLOY SEE COMPONENTS 20.24 &22 ON 0 SHEET J.) 1005• .vr Lns• 2rJ7• ze9e- r 961 s9r 27.e' zorz• 170• •�• r.99r zssr� Ac FI uo• .air ao• ,r:e• ,� Hg �. �� .osa• ;4_j1.967' V2. .o9s• .os ^.600 q J.715' 267J' J7 z7r6' WALL HEADER 2 MAX. B.O.6063-T5 ALLOY SILLfHE.4D TRACK CEILING HEADER ® BOTTOM SILL TRACK BOTTOM TRACK ® 6063-75.ALLOY 6063-76.ALLOY ® 6063-T6ALLOY ADAPTER 6063-Tfi ALLOY .Soo• T.696' t2 -Oy0` COMPONENT D b ti l2 o6a• c 13 2• 5" MAX. 0.125" 0.125" �- 09.7• .oSG• 8 y N .^& •°B1 © 2' 4"MAX. 0.25' 0.25' OOv © 1• 2' MAX. 0.062• 0.062' 1.116• ALT, BOTTOM TRACK ADAPTER (2 BOTTOM RAIN GUARD 6 ALUMINUM ANGLES RAIN HOOD soca-rs Auor 6063-T6 ALLOY 6063-1`6 ALLOY 6063-T6 ALLOY r.1Jo- d O.Q I PONEN TS .500• r,1.1�E•;...A„ �$ - �N e t- •. '�' �, FLORIDA BUILDING CODE"(High &Non High Velocity Hurricane.Zone) •-• "—ILII { , �- '•,ti L 02017 9CTEC0 INC' .TITAN II FOLDING IMPACT'.PROTECTIVE SYSTEM DPA6N er` .JiS•6 _$ MJ•. 5 8."0-16 ACETAL FOLDING:SHUTTER CORP: 07AGII7 x000' 1� C®INC. WIE LOCKING TUBES yz T C TOBB xu�sTREEr PLACE r :-O t, . Holt,TJE6nni°sn6�.JP�s.�x�Ra6w:Iaraooi�a„3 a WEST PALM BEACH.1.73413 F'O AT CENTERPIECE � CORNER POST s'p �,��� .:Wim,-,?79. c�PapM,mI PH:1111"43-6371 17=082 6063-T6 ALLOY t �•'•.�OR1OP•'• -mam uR6cooaol.wm ww.iNOYlganultero.wm DRAWING No 6063-T6 ALLOY '• `r WALTER A.B- 0L617T1Jr.P,E: av w 0oa+no6. .ort. ar.w' moor~ wrt MIM 281/2'LONG _ � ad6FLORIDA-Ue.p.44.167 m�a-au. myln SHEET.a or 1J -_ veuNc.rxw� (3)ROWS'OF 1r Nw.c'rrAAT"'ti TO To 114* WTTOP MY.6 1/4'0 HOLES ,LI, FA SPACED O o Z-CUP EACH SIDE 00 3/B'APART TABLE 1:: SOURCES FOR &©1 1N 80TH ONO DIRECTIONS y . OF IWNDOW(SEE TABLE 1) SLA SLAT'S a—)IXOopylaw KNUCKLE OOQ XNUCKLE 7YPI'AL PROPERBES REFERENCESTANDARD SWC MWVA7WE Q M4nX`IL/'SCIENCE PL1S11C N�P) 000 rLo LLCANKROLON.31 LEIAN HLI'RES/N O @IISIf:EI: 0 0—JI SPECIFIC GRAVITY ASTM 0792 0.04!'1b/In 0.043 0/in 000 0 0 Ln 1 E WINDOW 1 MECHANICAl M .s a TENSILE YIELD STRENGTH ASD638 9.400 y -i. 9.500 RaL: FLEXURAL STRENGTH AT YIELD ASMI D780 ,12.500 p.s.i. 13,400 P..;. �I fid. FLEXURAL MODULUS ASTM 0790. 340,000:p.&L 345,000 p.ei: 0 �oo .SNACLIPP-WEND IV 7,000• tiz OF HINDOW 0770M NOTCHED IZOD ASM DZ58 18 FT-ie/in 17.FT-W/in Aux. Be aa /SEE TABLE'2) 'FIRE RIIRNING'H R4 1FRIanC9• DENSITY A57M D284 N l SMOKE OF BURNING ASD6353 ,C712 CLASS C` 5 X MAX RATE M 1 FUSS SELF IGNMON ASM 01929 1040'F 960'F h SLAT WINDOW .SLAT WINDOW0.060'THICK WEATHERING: ASM 0155 POLYCARBONATE'WEMNG TENSILES STRENGTH AFTER.WEATHERING ASTM.0638 9302 p.s.i. 8840:p.s. Y 2y WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASM 0638 8461 p.a:i. 6680 p.L MAXNO= (Y)H7NDOWS NAY BE IN ONE SLAT SPACED 4 NMAX. N ADS OF' OF 24�Top APART, WITH 72 MIN. FROM 444111 ENDS'OF SLAT TOP&L BOTTOM. - SLAY MusT EVER E INSTALLED ADJACENT TABLE 2: SOURCES FOR /1A��rrluv TO PI£C£SgORd,NOR AT CORNERS OF PRODUCT, TOOL COMPANY 000 To—� TYPICAL PRDPERTIES STAM24RD BLArK NA ON PART 00� O ® IL SLAT EMOW DETAREFERENCE Q 0 (ELEVATION) zos19 ye 00 0 20 PHYSICAL SLATS /• Q00 SLAT'S SPECIFIC GRAVITY ASTM D792 0.042 Ib;/'.' N KNOCK V 0O KNUCKLE - VIEWING LEcC�surr (rla) 00 (rvP) 7 e WINDOW TENSILE YIELD STRENGTH ASTM D638 11,500 Pal 0,06 M.ROWS.OF "ATJ Leo nnaa• a.ov FLIXURAL STRENGTH AT��YIELD ASTM 0790 75.000 p-1.0Y�0 4 0 HOLES a � FLEXURAL MODULUS ASTM 0790 450,ODp.Q FA EA SPACED A �Q, P�eJ. 1rNua a6NiAtLE 3/8"APART J n aro' NOTCHED IZOD. rowrwTTcu IN•BO7H '70 ASTM 0258 0,8 Fi-IS/in TocurBpnou °- nHEpwl_PROPTpnre, Eooe DIRECTIONS EoaB p,�p- COEFFICIENT OF THERMAL EXPANSION ASM 0696 5.5 z III In/in-'F 21 c l 22. SNAP—IN END Cly M TEMPERATURE ASM 903418 500'F NOTES., USED AS AN OPTION.FOR ALL INSTALLATIONS SLAT WINDOW ELEVATION UNDER LARGE MISSILE.144Y INCLUDE PERFORA77ONS AS.PER DOS DETAIL TYPICAL lA SLAT WINDOW DETAILS -"U. (2) WINDOWS MAY'BE NI.ONE SLAT SPACED IDJL ' DETAILS MIN.24•APART( EVERY.LD SLATS). Wf � VIEWING WINDOW & .n . ILII. CLIPS TYPICAL ALTERNATE PERFORATED A"' (SMALL MISSILE 1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT, LY �� ��C�NS '..vp FLORIDA BUILDING CODE (High & No. HighVelocity Hurricane.Zone) Na.44167 ®2017 nL1Eco..wa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR"""'er' y�• ILL., jr vr FOLDING SHUTTER CORP. 07/ATET7 LL`II4/'1 TINT TESTING:&ENGINEERING COMPANY 7068'HE161RELT PLACE "�� ✓\�V .S 6151 N".JaN.'s St..]W,NRrlw RN10QIf,n s]IEe Y•'EST'PAW fiD'CH.,.R`33411 J w�.r(."em wo.ro.:fampn-Ipi' PN 1600-643-6571 17-082: I - T:.Gl,4co0aol.com ""sJoldNgFAlitlu..mm OIVAl `Y` :I R XD006718 DRAWING Ne WALTER A TIUUYLj,P.E. oasmc ua marool P.E:'SF1d/6NY1A1GITE/DATE' FlAfl10A.Uc./-44167 oo'"a1a mrmn> m SHEET 5 OF 13 A 4 n IT 2 or 0 w/ 13 .,16 ,.17 OR 19 4 M W 2 <z USE(2) AT 30' 15 ♦ 0 2U ♦ NOTES.ON I�'k LOCKING TUBES AT©&SO• O O.C.FOR PANS n UP TO 99' .o 1.TWO (2)CS)SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE(3)Q�AT 30'O.C. AT.3D" D.C. FOR SPANS UP TO 99".USE THREE(3) FOR.LARGER ANS SPANSSPACEO AT 30" O.C.AT MIDSPAN. COMPONENT��7q MAYBE 'row FOR SP LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED.6ENTERPIECES- N i THAN 99' UP TO 144' 40oR:5Q, LOCATION OF @ SHALL*BE AS SHOWN ON TYPICAL ELEVATION. w 1 2. (2) LOCKING TUBES. SHALL&A AYS BE USED TOP & BOTTOM AT P ODUCTS CENTERPIECES 4 OR 5 AT.ALL INSTALLATIONS. LOCKING TUBES Iv �.SHALL BE SECURED WW LEVERS AS SHOWN ON SHEET 9. ORLLI nuimLi— �^ 11T SEE LIMITATIONS FOR.®ON SHEEPt t 2 I i SEE END._CCNNECTION DETAILS ON SHEET TYP. FULL HEIGHT, FOR s T, O+ 103 , O+ 1�6 O , CONCRETE;..CONCRETE BLOCK OR —v , S + 13 WOOD INSTALLATIONS. O O O ' 9 + 10 9 + 10 '+ 13 9: + 11 UNLIMITED WIDTH T. S. TYPICAL ELEVATION N. 4- NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. Aai�m SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A &'7B ON SHEET 7. sIL+P`,�ER'A. 7I(� SEE SECTIONS 1.W & 2W ON.SHEET 10. 11 j•'. SEE SECTIONS 4W,.4AW & 7W ON SHEET 11. {Lt C�Np t<; SEE SECTIONS 7AW, .7BW, BW & 1-4W ON SHEET 12. •� N •'•h FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurticane'Zone) No.'4416] mzon nLTEco wa TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM 'H` YL - L 1 FOLDING SHUTTER CORP. °'LATE z� IL EC^r IMc.. HATE O•• TIW7 TESTING-t ENGINEERING COMPANY 7099 HEN5THEET PLACE •.R//`�A ,b�(. s ays.Nw.xn.sa.w.ws www wuYxsrn astu WEST.PAW BFACN�FL U4.13 17-082 S' �•.......•' �,I' Pnw:(�spsmn-I31p'.Em,:'(spAla)t-1?71 PH:7800-o47-B]71. --`� / • 6�1,, — a'u�.•GI�808Lcom m.folBnp.wu.�m,. ORAROIC'Na s_ONgLE� WALTER,A. P:E'•SG1I,/g10HAT1AiE/°ATE FLOMOA LMk.Y-{4187 SHEET r Of u r, POURED.CONCRETE OR CONCRETE BLOCK WALL REQUIRED. ,OPTIONAL'RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE �� EXISTING'NON STRUCTURAL WALL (SEE SHEET' . '� 0.060' HOU NS.SG' ' v.(NON-STRUCTURAL) � (NON-STRUCTURAL)' REQUIRED. � 'TRIM(DECORATIVE HEAD) - '(SEE SHifT'13) ROLLER MOUSING r (TVP.) � 12.5000W.MIN. EM .2 / (2)NrtGN I Zz ^�•• C .0(SEE SHEET 13) // / ./ / / t-Q�OPIIONAL ROLLERS �. / n 1-RAIN HOOD O:BSSY(TYP.)' / Y MON-STRUCTURAL) #103'SSA1 .:S .S.W/. c 0.373'LONG NYLON 3/16'ALUM. 3/16'ALUM.POP,RNETS, (2-.4-,MAX.) _— BUSHING ON A IA.AN CONT. POP RIVETS, O 10'O.C. i -R LONG TOP-SECTION'0.500' 0:163•:0.270• O 187 O.C. 14 O'TIW BU6DIX O.D.AND 0.245'TT AND I 'x0.030' TPP/Q IY AT IL.D D 0.223'LONG BOTTOM ULTRAFPB / .I SECTION 0.320'O.D.AND WEATHER I MIN:SEPARATION TNRFADFORII'TELHNOIAGY I s 0.245'i.o. SMP NG FA _ POURED CONCRETE TO GLASS OR 1/4''.W 1/4''0 K I'TEK. .y OR CONCRETE BLOCK - SEE.SCHEDULE' 1 Or � CONSTRUCTICt1.PR0 (TYP.) SIDE(TYP:) T.Or 5 WALL REWIRED. (ON SHEET 13 � CRETE-FLEx .W/1 3/4' I 'SCREW OR 1/40-20'Yl' 3/1 Um. t 8 ) t u6i Ps' MOL EIMEDMF14T®W D.C. S,S;MSWITHNUT&. 'POP RIVETS: I WASHER O 4'O.C. 'O 1B'O.C. or POURED CONCRETE OR'WALL ONCRETE BLOCK REQUIRED. I . MIN.SEPARATION .�or TO Gess 1 or (SEE GLASS ®t c �. ON SHEET 13) �N - I i rn MIN.SEPARATION m IT •S � I TO GLASS POURED CONCNLIE '1j d"--(SEE SCHEDULE OR CONCRETE BLOCK 1 J 1 ON.SHEET 13) WALL REQUIRED. � � I t Or v ( SHEET lq� 1/4'o t 1'TEK 6 SCREWOR.1/40-20'x1• z • S - j/, g I S,S.MS'WRH NUT k S / I wasxER o 4•o.c. TAPCON w/ MIcBD. . 'J/ 1'LONG NriON BUSHING$ TF07FADFORM TECHNOLOGY I '•! awimellaN ct / (Typ.BOTTOM),AND 3/< WALL FACE MOUNTING INSTALLATION GDNsrRU TION o�s I Ta (SEE SHEET 13) LONC(TyD TO IXCF3'T AT ROLLER HDD$NG(TIP.) SECTION 2 mm-nm w?1 3/4" I (2•X4'MAX.) WN.EMBEDMENT O.6'D.C. WALL FACE MOUNTING. INSTALLATION '50.MCHOR SECTION 1 1/2' —� SAO° HO i. GROUTED BLOCK REQUIRED O 1:000'j 2300 MW. (MIN:T c�OURE GROUT) TE NItL ED� Emsrmo NON.STRUCTURAL POURED CONCRETE 'WALL TRIM(DECORATIVE SILL) 0 6 ANcxoR SPADING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FORW 'MOUNTING INSTALLATION.. PSECREI RATrING.3'+65.0, =9D:0 PSE' INSTALLATIONS DETAILS INTO CONCRETE .,..••nn•[•I•,•1 & CONCRETE BLOCK �`V CIrSF 't `" FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone).. SCALE: N.T.S. ` O. 4'1.67 ®zo17 T6TEw.wc: TITAN.II FOLDING IMPACT'PROTECTIVE,SYSTEM DRAIN BY, 1. Y.L. NOTE'fOR'COMRINATTON OF SECTIONS: »' E:D. = EDGE DISTANCE ' : .07/t0/17 1^ MOUNTING SECTIONS CAN BE COMBINED. (SEE SPECIFICATIONS ON SHEET 13) � IL E C O,Mc. FOLDING SHUTTER CORP. DATE. IN ANY WAY TO SUR ANY INSTALLATION. /,.� ,0 TILLIT TESTING&ENGINEERING.COMPANY 7066 HEA157REET PLACE (•Y••E�', •.`��I ESSa NW.awN.S4 8Y,a07.WKUG c4Re0tA 6 Nlb WEST.PAIM BEACH.R 33413 7 7-082 -4)s �`P e4 en.n (eios)e10-17w.Po,,(wepTl-191 PH:.1BOP-643-6771 1 -m4�:Iaie<o04d.eam rww.lol6npeNiMen.arn DMtlINC:.Ne 1'SEE LIMITATIONS FOR®'ON SHEET 2 AL E .'.•''E '�•/I P.E SFI.I:/SI,CNAMiE/GATE ® 007WAUEA0ce1r.P:E FLORIDA44167. �'-w 'moo• �' oa 44162 .m lam.. mpo/n SXEEL SOP 13 1/470 x-.3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS k,WASHER O 6.O.C. 0.060•THICK S.5, 1 } POURED CONCRETE:OR ROLLER HOUSING MIN.SEPARATION 1 0 YIN..SEPARATION CONCRETEBLOCKWALL TO CLASS TO GLASS', REQUIRED (SEE SCHEDULE (SEE SCHEDULE—� ,,,���T�1�1�,OPTIONAL RAIN HOOD �� E0. EQ. / "•(NON-STRUCTURAL): ' ON$HEEE 13) ) of a .ON SHEEP 1]) /.Of' (SEE SHEEP 13) E T. PIOx3• ALTERNATE 3/16'ALUM. ®t ALTERNATE 3/76'PLUM. m.m I—z3/4'LONG NYIAN BUSHINGS POP'RIYEIS O S"O.C. PAT PR RIYEIS O 5'O.C: 1 rl _ (Typ.TO AND 1'-LONG(Typ: AT REAR. BOTTOM); EXCEPT AT ROLLER �_. HOUSING(TYP-) o / 2)NYLON/� • u '-'---"tel 0.855.0.(TYP•) n y'� m.. 9 P 3 E0.EO .. ^.z 9. RO Q 3/76"ALUM.POP RIMS .,.{9LLERS- '3/16"ALUM.PCP RIVETS L •5 O X10"O.C.'BOTH'SIDES O'10.D.C.BOTH SIDES LEG&ANCHO J/16'ALUN.POP ORIENTATION B RNETS O 18"O.C. (110 a 3'.SS S.M.S.W/ 0.373'LONG NYLON M.0.163'. BUSHING W/A.0.130' MIN.3/4�PLYWOOD MEN.SEPARATION 0270'.0:030' .MIN.3/4'PLYWOOD QQ LONG TOP SECTgN 9.50Q" TO GIASS ULTRAFAB $ .REQUIRED '.S 1/2"MIN. REQUIRED .O.D:PND 0245•Ld,PND- WEATHER 1/4'P TAP CONS OR .0.223'LONG BOTTOM (SEE SCHEDULE ;STRIPPING EOL I of °J / CRETE-F1EX H y .1/4'THRU BOLT W/ ON SHEET 13 WASHER'@ NUE O 10'O.C. BECKON 0.320 O.D.AND ) SIDE.(TYP.) n]�T a W ANCHORS 6'O.C. 0.245'Ld• 'C�, EACH SIDE (TMP•) 1/4'TKRU BOLT W/ 0 1/4"o TAPCEAC'SI POURED'CONCRETE OR W'w`HER k NUT O 5"O.C. 1/4'0 ELF%ANCHORS.6.O.C. CONCRETE BLOCK:WALL ^ 1 Of REQUIRED 2'xS'Ofl 2'x5':1/8" POURED CONCRETE�OR '5'x3•:1/6"6053-76 CONT. ALTERNATE'3/76'ALUM. o�t 5063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIVETS,O 5"O.C. `�' �G�• REQUIRED AT RF't.• STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING TF I .SECTION- 5. INSTALLATION SECTION 6 A.S.D. DESIGN PRESSURE RATING- +6.6.0, -66.0 PSF MAK,AS',D. DESIGN PRESSURE RATING +66:0, -66.0'PSF W � � 1-T . { OP.RIVETS O MW.SEPPRATION roGLSS (SEE scHEl7uLE ON SHEET 13) 10 ! OfrAL7ERNATE LEG'kANCHORCONNECTION'C3 ORIEMATION(SEE SHEET 13) Ei F/WEEKS7E16 SCREW W/ u 1 POURED CONCRETE:OR 5/8'WASHER OR 1/4'.3/4• CONCRETE BLOCK WALL BOLTS W/'NMS&5/8'WASHER O u .1 Y REQUIRED '4'D.C. BUILD—OUT FACE MOUNTING INSTALLATIONCONNIMION a SECTION 4 ( '�� 'EQ. E0. —1/4'0 K 3/4',TEKS SCREW: OR 1/4"z 3/4'.80 POURED CONCRETE.OR�/ - h 5/B"WASHER'O 6LTO.C.S W/NUTS _ CONCRETE BL . INSTALLATIONS DETAILS INTO CONCRETE REQUIRED „<,,,,� & CONCRETE BLOCK UI DELT MOUNTING INSTALLATION SCALE N.T.S. X74( •••�"� _ 0 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NO.Q4�67 02017 TI�a INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM O�BY: NOTE FOR COMBINATION OF SECTIONS: * E.D..= EDGE DISTANCE 'T _ 1- MOUNTING SECITONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP'. 07/20/17 IN ANY WAY TO SUR ANY INSTALLATION. w L �C O INC.. - DATE f �' (V�4�• TILIJT TESTING Q ENGINEERING COMPANY. WEST 7080 HEUSTRELT PLACE .•YA �•' &]31'ltb.OEU.SL 14]O3,MRw%A f/PDD!$R Sl1EE PAW 6EACH:,FL'33413 1'SEE LIMITATIONS FOR.@ ON SHEET 2 s " �� �••a'E'a "°.•am'(mx)e1+-+ul PH:1600-e43-6371 17-.082 ® - � 11E\�� 11E - L.t81aco0aa.eom —J.14hpbuft— ORA8ING Na �1 f WAL7EREBAOIDI0D6J7T_Jr.P.E. oo�m out aay.w omeno ouz P.E.'SEAU651LOUMIRE/DATE -FLDR1DA Ue./44167' m.w-ou m/x/n x SHEET6AE"13. MIN.E.D;- EO.�• POURED CONCRETE CONNECTION C5 REQUIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCNRAL) (2)NTL-0 !- ~ 810;7•S.S.S.MS.W/'.1%2'0 ROLLERS'0.655'0(TYP.) .3/4'LONG NYLONBUSHINGS B (Typ.TO AND I'LONG(Typ: I BOTTOM).EXCEPT AT ROLLER HOUSING.(TYP.) B10 X 3' S.S.M.S.W/ 0.373"LONG:NYLON 3/16'ALUM.. BUSHING W/A 0.150' POP RIVETS. ILONG,TOP'SECTION 0.500' 12 16'O.C. O.D.AND 0245'1.0.qN0 CONT.0.163'X0.270'.0.030' .0.223T LONG BOTTOM ULTRAFAB WEATHER SECTION 01320'O.D.AND STRIPPING EA.SIDE(TEP.) C; 0.245"Ld. I I '♦' Of (IYP.) I I_ ®tN. SE ass ON i - 1I1-�(SEE:SCHEDUCE 1 -" MIN.S PARATION ON SHEEP 13) 1 N TO GLASS. I '(SEE SCHEDULE T OF w ON SHEET A3) tSEPARATIONIg 1/4'0-X.1'TEK SCREW OR, TO GLASS- w i 1/40-20'X1'S.S.MS WITH (SEE SCHEDULE, OPTIONAL RCN GUARD NUT k WASHER 0 4'O.C. ON'SHEEP 13) 1 or I (NON-SIR PAN GU / i fy, .ALTERNATE 3/16'ALUM: POP RIVETS 0 5'.O.C. I OPTIONAL RMN GUARD Iv AT REAR. .I (NON-STRUCTUTIAC) I ALTERNATE ALIPOP RIVETS 5' ALU"OCM: n a�' 9 LO(EIINATE LEC n . O 3 n OP RIVETS CO ANCMORN WOH I �. AT'flEAR ^ n 9 :Sj 3/16'ALUM.P O l0'O.C.BOTH SLOES (SEE SHEET ]/16'ALUM.POP TINEAS 10''O.C.BOTH SIDES E0. E0. OF SLABEOGEIf SAAB F EDGE OF APPLICABLE SLAB IF POURED CONCRETE D EE.� APPLICABLE ABLE(SEESHEET 13) / E0: E0. POURED CONCRETE POURED'CONCRETE REQUIRED. •MIN,E.D. REQUIRED COlIF�CTIMI G8 •MIN.E.D. MIN..E.D. (SEE 74F J3) •.MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED. MOUNTING ALTERNATE TRAPPED .MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B INSTALLATIONS DETAILS' INTO CONCRETE & CONCRETE .MOM SCALE: N.T.S. \`4 ; •\CiE�s•,••. C i FLORIDA'BUILDING CODE (High.& Non High Velocity Humicana Zone) NOTE FOR COMBINATION OF SECTIONS: NL No 44162 7; - ®.2Gn nLT1xo INC. TITAN 11.FOLDING. IMPACT PROTECTIVE SYSTEM ORA BY.. E.D. a EDGE DISTANCE � Y.L 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS.ON SHEET 13). - - o7/1D/17 IN.ANY WAY TO SUR'ANYINSTALLATION. ST - FOLDING SHUTTER CORP. .DATE p 7 TWT TESTING a:ENGINEERING COMPANY 7069•HFLSTREET PLACE ••'.'CQ � LA 4373.N11.SNA.54 3N 30a,WtG;M waars, WEST PAW BEACH.FL 33413 17-082 .@w)N Iaw. (XXH411-1X71 PH:1800-843-6371 1 SEE LIMITATIONS FOR®ON SHEET 2 •••• Af - a,141L.co�uoi X.,ra4lo2inwA.r..o.m GRAAnxd N. Ss� llTl AL-...'I 1 1 WFLTEIDA�WTI.Ir.P.E. .•+L ..p[p�FXj9CNAlURE/oAIE FLORIDA fie.!44167 m•.-.0• arty/ l� SHEET 7 CF 13 Jl TAPCONS/CRETE-FLEx— (SEE SHEEP - - DOSTINC C1A55 _. � � EXISTING STRUCTURE MIN ED. YFF.S 3.758'OrPJ STRUCTURE (SEESHEET'1J) E)t6TING '�' 9'3 / .STRUCTURE ]/8',THRFADEp HO B� J/ta'POP RIVETS OR 31WO 7 READE FOR — 1/{'.e.1 3/4' / \ 1/4•.3/4'TE%S 0 (INP.) TAPCO /cRErE-F= 1a•D.C. � 15 17. � ANCHORS 0 18.O.C. C. /16'POP.RNE75. \ aR...t/4.3/4 3 1 or 1�t or 1�t or TExs o 19"D.c. } WALL FACE or 1A T W 5 END CONDITION 900 18 90.01 90.0• 2 \ / 90.0' /� .3/16•POP RIVETS on— 8 4 SHyWN. I/4•.3/4•TENS o U ,e•D.C. (LEVERS D IRIOR) OR 5 ^r I�. oR.FXtFJbO?) f � (SFE wm 1) (P)'®o 30'O.C.O EXTERIOR (2)po 3D D.C.a WDSPAN FOR V To sa ' MIDSPON FOR UP TO 89' SPAN;d['.(3)'.S A 30• C. df(3)' S 0.70• O.C,O WISP FOR UP 13 HORIZONTAL SECTION 20 °&IXP"SA °DH.U° TO,,."SPAN MUms OR) 18 / TO 1N'BE (TXuue 1$ SCREW MAT�6E'INSTALLED SCREW OR 6E IN ERIC)TALLED ) OR D%TFfiOR) XORQONTPL SECTION WIFROR OR F)IIERXOR � (LEVERS fO(fERIOR INTERIOR'WR ExfEN10R) (LEVERS IITEfi10R �/16•.PoP RIIEfS aR�/,�/• �k MAY VARY AT LAST SIAT AT TRAPPED INsrN1ATI0Ns � -i88�%J D� 4 OR 5 TENS 0 19'0.c. 4'.OR\.J v,PcoN/cRE1E—nF1 SHOY�YIV( r�Pcop/cRErE—nrx SHO W1 SEE UY(MTIOPLS FOR ON SHEET 2 ANCNORs o 1a'o:c.ra \ AN.=0:C D.C.To \ 3. / E)GSTNG STRUCTURE WSTINC STRUCTURE EXISTING STRUCTURE BUILD-OUT 1/2 2''x'•71/a•CONT. MIN. fi06]-Ta ALLOY ANGLE END CONDITION E0. E0. 3/le'POP 3/4" OR 1/{•a.J/4'.TEI(S'oR DISiING STRUCTURE 1/{'.3/4'BOLTS W/ SND LOCK ANGLE F+�0',2 o.D. EIJp .LOCK ANGLE NOTE 1 .HORIZONTAL SECTION HORIZONTAL SECTION. Z'.12'N 1/8'6063-T6 1[4•'N J/{�TEK ONE LOCKING TUBE,.PART > SHALL BE INSERTED-INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR coNr.ALvuwuu'eENr PNGLE� scC&fnJTTACNt:O TD ONE INTERIOR .CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 0. A (2)®o JD o.c.o� Cn+FNPIECE o 6 D.C. ST wOSPA+R PoR UP TO SS_ SOLID THERMOPLASTIC TIP MU BE'.INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE; SPAN a(3)'(�5®w- 0.357"x0:357" AND IT'SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE .®AND SECURED O.C.;o'NNS'19.R•UP TO INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER,WITH SCREW MAY eµ A 0.200' LONG BEVEL TOWARD THE END AND A.FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INIENOR OR E%IERIOR) OF THE TIP A SQUARE, 0.475"xO.475"x0.085" THICK COLLAR MUST'BE INSTALLED. AT THE TOP OF THE '4 OR�I;iO�), ALUMINUM LOCKING TUBE'«(8), A 2-PIECE, THERMOPLASTIC'LATCHING MECHANISM MUST BE.INSTALLED. ONE SHOrrry (1)PIECE, 1.375" LONG, W A.0.366"x0.366"xD.630" LONG END SHALL BE INSERTED AND DIMPLECRIMPED 18 INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST. INCLUDE A 0.684" (2VERS ITEROR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE`THE THERMOPLASTIC COMPRESSION LATCHING LEVER. .500, 1 OR EXTFAIOR) e SOLID THERMOPLASTIC TIP INSTALLED.AT ®SHALL BE ENGAGED'INTO 3/8"0 HOLES DRILLED ON THE OUTER 1$ (ux) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( AOR 4 OR n5 ORE%iER10R) SHO WN ALTERNATE LOCKING- SLAT CORNER LOCKING DETAIL R1, R'�.��R A•Trj���.. HORIZONTAL SECTION 1Q` FLORIDA BUILDING.CODE(High & Non High Velocity Hurticane Zone) ✓n-. _END INSTALLATION DETAILS INTO CONCRETE. ��\ - m2017 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM o �0 o.4416' W.L. CONCRETE BLOCK & WOOD (AS APPLICABLE) �1� 1-3— CONCRETE C o INC. FOLDING SHUTTER CORP. °'a°�" S TIWT.TESTING S.ENGINEERING COMPANY ST P M BEACH. PLACE �`.\4y Oi3.l:N�"i6N. T7,N.]I!:W,IONN OWCO L R.'mf WEST PAW EiFACH,TL 33113 <FMTe _Lail. _ Ixa)ri,-1N1 PH:iBOD-ea3-e3rt 17-082 - ,11\• °kB-OOO6ifal.rom ai.rWmnC. 1��com ORAWINO.N A a - WALTER TRLT ir.P.E. Amro , omorlu N ,Nn m. wa '�. ••A�w, / FLORIDA Lk.P.44167 armm :T� SHEET 9:OF'13 z'!.2,,1/a' ruuuixuu MclE / _OUT uMOUNT o PER SECTION 4.SHEET EET 6 A iA (2),1/16'POP RNETS. 2'•2'a.1/B' EACH LEG OF 2'r.2' ALUMINUM ANGIE. ANGLE I ANGLE UEG'MAY FACC AWAY fROM UPk78tIC . (/S SXO'xX):ORrTONARDS OPENWG: t ANCHORS REOUtREO T0'.Hal 99 3 smum E s BL -OUT MOUNTWACTIO -4. SHEET a (2)3/16'POP..RWETS, EACH LEG OF 212' ANGLE ALTERNATE WAuEXTERIOR ELEVATION N— SIMILAR AT.HEAD PLAN VIEW A—A MOUNT FOR ONE AND SILL AND BOTH SIDES OR BOT ANO,ES :! OF PRODUCT F( (2)/,/a•.A�/4' -��`e'I OPTIONAL SIDE ANGLE TOG OR POP 11/ALUMINUM Alljyd'P dt -2' (EOR SECTION 4.SHEET 6) -2' (EOR SECTION 4.SHEET 6)RNETS PER:AIGLE TO FMINTUBE GGjj..OR To WALL(2 REA QUIRED) (1 14'Y TAPCON/ CRETEFIDE ANCHORS FA ANGLE ro uae ® g I .® 1/4'P•1 3/4' TAPCONS/CRETE-FLEX 1�e1F�OR L END BE MT ANCHORS O IB'O.C.. O �doo- 4j 7 §END ' (S°RFA1571NC STRUCNRE �OF CONCREIE (TTP.AT TOP AND BOTTOM SLABS) L E WY BE MT TRAPPED END CORNER POST CONDITION Wf FLAT END. 'HOPJZONTAL SECTION t FLORIDA BUILDING CODE(N.igh h Non High Velociiy Hurricane Zone)' END INSTALLATION DETAILS INTO CONCRETE, Iia. �` ®zon.mTsolNc' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPLICABLE = 11L E C o�M�, FOLDING SHUTTER CORP. °'ALL DATE" /// T Gf�'V'•.•f'`•..1R1 itti.:�.•d..1'1 °�'."n"�.Jp1r(i!a-im)•vas:w, mwA u�mD�s, 7089 HEMSIREPUC ETIWT TESTING hENGINEERING.COMPANYWEST PALM BEAi< 1n91... 1BOD-643-871 _ 17-082B- 0006Odvl.com rw.liMlnpMuf[<n.ian 'ORAYINO Nv '��f�I T rl-C•• ;t'' EB-0006718 WALTER 0...fTUI441 P.E. w P.E.SEAL/417lAURE/OATE FLDRIQA Ua.'/44167 m/n/n SHEEP S4,OF 13 Ile ----- ----------------------- - i OPf10NAL RAW HOOD (NON-STRUCTURAL) WALL FINISH r 0.000'THICK.SS. 010X3•S.S.S.M.S.W/1/2'0.3/4' g ROLLER HOUSING LONG NYLON BUSH GS TOP) f-0fFf1EC11011 .AND f'LONG(TYP,BOTTOM),EXCEPT AT ROLLER HOUSING(TYPJ • _ it 0.060'THICK S.S.ROLLER HOUSING =Z OPTIONAL RAW HOOD -gE (2) LO (NON-STRUCTURAL). 0.855.0(TYP.) j 2'X4'CONT:WPC 3/16'ALUM.POP HEADER REO D. i 010.3'S.S.S.N.S.W/ RNEfS,O 1B'O.C. 0.373'LONG NYLON BUSHING W/'A 0.150''1.d, CONMEMM C1 'LONG TO p SECTION.0.500' 0.163'.0.270' 9t 0.0.AND 0:245MID .0.030' I 0.27.3:"LONG BOTiON ULTIWEATH ► or SECTION 0:320'OA.AND STRIPPING EA 0.245'L& I SIDE"(1YP.) "" • Q 3/18'ALUM,,POP (TYP.) a-8 � RDA:TS,0 18'O.C. iV YIN.SEPARATION 25,4'CONI.WOOD ION.SEPARATION H H TO GLASS HEADER.REQl TO GLASS (SEE,SCHEDULE ) or (SEE HEETD13)ULE / Of 1. r ON SHEET 13) t ' ON SHEET 13) t w 2i4'CONT.WOOD I' II / PLATE REO'D. I V a WALL FACE MOUNTING INSTALLATION W $ SECTION 2W (TOP) W ( CONNECTION Ct �rI —wALL FINLsx WALL FACE IMOUNTING INSTALLATION -- SECTION 1w INSTALLATIONS DETAILS: INTO WOOD _ .... „•E. ✓ FLORIDA BUILDING CODES(High Ec Non High Velocity liUrrlccne"Zone) I SEE LIMITATIONS FOR®ON SHEET 2' IL' p 02Dii rmcp�WC. DRAYN BY., '140,441 V 7 TITAN 11 FOLDING IMPACT. PROTECTIVE.SYSTEM YJ_ NOTES` NOTE FOR COMBINATION"OF SECTIONS: T V 1 97/20/7 -1- FOR.WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO .fl FOLDING SHUTTER CORP. - ■�i� �E C.�ENC. DATE BE HAVE A MIN..SPECIFIC DENSITY-OF 0.46 OR EOUAL 1- MOUNTING SECTIONS CAN BE.COMBINED O .Q TIWT TESTING I1 ENOINEERINO'OOYPANY 7069'.HEUSTREEr PLACE. IN ANY WAY TO'SUIT ANY'INSTALlAT10N. •(V WtST.P"BEACH.FL 33413 D OR i• s1a1 nW.aaa 11 sw am;vWaNn a DD s.n.a1uD wa0q- 17-082 P (xea ,Aw... .4xi1)at_w, Pw 2800 843 e37r S \� liltacDODDLDam r.rf Id4rosam DRAWING No •l� ES-0006719 WALTER A TIWT'Jr.P.E. oD,w,O. art SHEET 10 OF 13" /DATE FLORIDA U6.0 44187' W-14 07/2DA7 r .e 1/4"i.a 3/4'-TENS SCREW OR 1/4'i 3/4' BOLTS.W/NUTS&'WASHER O 6"O.C. ' I ' 4'e B'(1.6n.)DUSTING WOOD BEAM -- - REQUIRED,STRUCTURAL.ADEQUACY OF OUSTING WOOD BEAM TO BE CERTIFIED BYREGISTERED /' ENGINEER OR ARCHITECT PRIOR WDLL FINISH o.Ofid'-n11cK 5.5. i SEE LIMITATIONS FOR ®ON SHEET 2 TO PRODUCT INSTALLATION. i EQ' ROLLER NO .2N4":CONT. OPKINIECTION 04.. 1 WOOD.HEADER> OPTIONAL RAIN N000 NOTE FOR COMBINATION OF SECTIONS: J RED'D. EQ. E0. (NON-STRUCTURAL) / \ g �7oa3"S.S.S.N.S.W/ 7/2'r.3/4" 1- MOUNTING SECTIONS CAN BE COMBINED J / (7yp.TOP) IN ANY WAY TO-SUIT ANY INSTALLATION. % r CONNEIITION C15— LONG NYLON BUSHINGS � AND 1'LONG(Typ.BOTTOM),D(CEPT ATRHOUSING(TYP.) NOTES. / ! • OP I RAIN HOOD Si ;_ (2)NYLON. � :_�� T- FOR WOOD FRAME CONSTRUCTION:•WOOD MEMBERS TO' �/ � (HON-sTRucniRA1,1 -"---- I L� ROLLERS BE'HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR!EQUAL I _ 1 r"'Bss'e'(TYP.y Frill it } 3/18'.ALUM. „� J I f0 x�3'S.S.S.U.S.W 0.373'LONG NYLON all B POP ,D.C. �. / - I BUSHIfiC W/A.0:150•LONG.70P SECTION Af:TERNA7E'lEC - 0 1B'O.C. .3/I B'ALUM, TS, 0.500'O.D.AND 0.245'i.d.AND 0.223'LONG I I LOCATION CONT. ( POP'O.C5 (SEE NOTE.•) 0:18J'N0.270".0.030' BOTTOM SECTION 0.720"O.D.AND 0.245"Ld. , 1 O 18'O.C: ULTRAFAS.WEATHER DYP•) UUt SEPARATION I . I STRIPPING FA SIDE 1 �•) I I ) ®t � (SEE SCHEDULE moo+ ON SHEET T3) N MIN.SEPAWITON I I t or t' j I I a B 1 ` MIN.SEPARATION W TO GL45 TO GLASS j I (SEE SCHEDULE I 1 t or, �y (SEE SHEETD13) ON SHEEP 13) aS• t or i t ;IXy�I I I 1 or t tl ALTERNATE 3/16"'ALUM ALTERNATE LEC i T Ti OPTIONAL.RAIN:GUARD POP RIVETS O 5'O.C. _ LOCATION IALTERNAOCA ON AT REAR. ---7 i _ J f_i- „ +. .SEE.NOTE) ( MON-STRUCNRAL) (SEE NOTE.•) lS i -r-T�l�f-�'_� ALTERNATE 3/6" I i1 L_ j Ii I ' II POP'RNETS.O S'O.C.� it _li II In n IJ I 11 AT REAR. 2'a4"CCNT.I ___ ___1_____ .'.0000 PLATEI I I I ^ 16 __ _ O 8 a Nil REO'D. I I II 9 ____________ 3/16'ALUM.POP RNEiS \\ z 9 r'1• ®'70''O.C•BOTH SIDES w 3/16'AWN.POP RIVETS O 10'O.C.BOTH SIDES EQ. EQ. DECK REQUIRED Q: / r? 2"t4^CONT. ry 1 .) �I I .1/4.0,a 3/a•TEKs sCttLW (Na FINISH ALLOWED) 1 1/4'0 Y3/4"TENS SCREW WOOD REO'0. �./1 S `I 1 I OR 1/4"s 3/4'BOLTS W/NUTS W/5/8'WASHER OR •1 111 1 1'` 1 I \' &5/8"WASHER O 6'D.C. '1/4'N 3/4'BOLTS W/•NUTS& 1 It Oy / S,6-WASHER O 4-G.C. 1 1': 1 11 I' 2'MW.E.D. 2'MIN..E0. CONNECTION n 1' 1'`I• II wM,_FINISH FINISH' BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING .INSTALLATION SECTION 4W SECTION 4AW1ii(1WVGM) SECTION 7W 11'•,a�.•' /T✓ FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) NOTE • :ALTERNATE LEG.LOCATION.AND ANCHORAGE TO WALL SHOWN DOTTED. 02017 TILTECO INC. TITAN.11 FOLDING JMPACT PROTECTIVE SYSTEM ° i�= 0.441:67 . �� INSTALLATIONS DETAILS INTO WOOD ' * IL EC-0,,,. FOLDING SHUTTER CORP. a?/20/17 Tp°T[" SCALE N.T.S. ': TIWT TESTING*&ENGINEERING'COMPANY 7088•HEMSTREET'PUCE _l �•ta'4 . axu nv.awe.aL.sw aoe.xralw cvs0a,n.,aaw WES P,uM eFACx.FL 33atJ 1.7-082 •`QF�•,.�O , `v 1 cm•.OW)an-law.!m:(lW7�a1-191 PH:1000-847-8371 R \`111 -m�:'BlocaOa'ol.tom nM.roMup•AuWnteom ORAMING No EB-0006718 WALTER,A:TILUT'Jr.P.E TiEI "'~•� a[I�lala as atr.r aNmna an I � °ATE FLORIDA LIC.g,44167 aJJaWJ SNEE7 IT OF.13 J• ,J^ MIN.SEPARATIONGLASS I I (SEE SCHEDULE NW.SEPARATION ' §8 '. TO GLASS - Or �'t ON SHEET 13) ... 1 (SEE SCHEDULE or _ n ON SHEET 13) �( 2 �. OPTIONAL RAIN GUARD (NON-STRUCTURAL) 0 a 1'TEK I + ALTERNATE 3/16•ALUM. SCREW.OR 1/40-20•x1' POP RNETS O 5'O.C. 55..YS WRH'NUT Y AT REAR: WASHER O 4'O.C. I l::// n 'n 3/16'ALUM.POP RIVETS na O'10'O.C.BOTH SIDES e EDGE OF SLAB �— O IF APPLICABLE —EDGE OF,SLAB ALTT37NATE LEG ON 8 o Yi n CONNECTION C7 �- IF APPLICABLE: ANCHOR LOCATI (SEE NOTE•)#E0D._j .J 1 - A DECKMIN.WOOD DECK RL�UIRED (NO FINISHALLOWED) CONNECTION C8 EDGE OFI2''MIN.E.D:SLAB IF :EDGE OFAPPLICABLE SLAB IF2•'MIN.E0. APPLICABLE t SEE UMITATIONS FDR®ON SHEET z ALT TRACK ADAPT€R MOUNTING INSTALLATION SECTION IB1N (BOTTOM). 1'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 2'X6"MIN.WOOD DECK REQUIRED 1— MOUNTING SECTIONS:CAN.BE.COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTAUATION. MW,SEPARATION FLOOR" MOUNTING INSTALLATION NOTES: PLATE CONT. E DW0°� (SEESSHHE GLASS] SECTION 7AW (BOTTOM) EET 1— FOR WOOD FRAME.CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN_SPECIFIC DENSITY OF 0.46 OR EQUAL !- WALL FINISH(3) 2 I ' LAO 2' EO 0 2-. SEE SECTIONS 8W k 14W FOR MAX.A.S.D. DESIGN or Q�t b SCREWS W/'2 1 2'MW, T—NTN.EA.� W / PENETRATION AT GIDWIOIH PRESSURE RATING & SPANS 1'v-T..1/e' (2'OF RAFTER/TRUSSES, 'ALU.-fi CONT. ` W //��\ ALUMINUM TUBE t 1/4•XV'(6063-T6)FIAT EXISTING 2X WOOD PLATE W/1/4'0:1'TEK 'TRUSSES OR RAFTER 2'X4'MIN.V/000 - I SCREWS 0 6, O.C.W AT 24'O.C.MAX: STUDS 0 16'O.C. 1�ETWEE(6oWU-�Mi °° .500• ,6 t + 11 . PIATE W/1/4�.X1•Tfl( (2)1/4.0 TAPCCN OR 1/4.0 CRETE-FLEX SCREWS.O 4'O.C.W ANCHORS OR 114 NOS WOOD 5CREWS OR 1/4.0 1 t 1 $ BEM TRUSSES _ 1 I 1I -___ EOCE,(IF PPPUCPBIE) NDS,LAG SCREWS AT MIDWIDTH OF FA'STUD W/ / Q 2 1/2'Min.THREADED PENETRATION IMO.WOOD I E1�,' �L' I 1/40 X!/4'TEK (2)'NYLON 1/4•MAX.PLYWOOD EXISTING SOFFIT �U° ' 1 L 1/4SCR. O3/4'TFK X'3/4' ROLLERS 810:3'S.&S.N.S.W/1/2'0 X3/4'LONG Ill .1 EO:++�EO. S4.BOLTS W/NUTS A, 0.855'0(IYP-) NYLON BUSHINGS(TyP.IDP)AND 1'LONG '� ' ,1 . —1/4'0 X 3/4`TEK 'WASHER'a 6'O.C. B v ( .'BOTTOM),EXCEPT AT ROLLER HOUSING 1 t t (� 1, 1111 SCREW 6.6'U.C. am X 3' SS..5.MNfLO.5,N W/ MOUNT TO WOOD STUDS` MOUNTING INSTALLATION LONG B0:]73'USHING W/A 0.150' LONG TOP SECTION 0;500• pj 6M,y>iD.2TD' INSTALLATIONS DETXC'_ ; SECTION 14W (BOTTOM)' -- O.D.AND 0 245. I:d:AND 0.030' 0.223•Lonc aonou MIN,SEPARATION MAX. A.S.D. DESIGN PRESSURE RATING= +60 0,.—60.0'PSF SECTION 0320 70.0:AND 1D GLASS, ' WEATfHER 1 1 .q INTO WOO ,.•,.. p, �. 0245 Id. (SEE SCHEOUIE STRpPINC Ea or �1 Ci E,las FLORIDA BUILDING CODE,(High k Non High Velocity NurcicOne Zane) SCALE N.T.S. ON SHEET'13) I SIDE.(TYP.) I ®2017 TILIECO.INC. TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM Dom'BY. i No.44167 K:L DT/20/,7 —`�—� I e. E C. 1110 FOLDING SHUTTER CORP. O1TE HEADER TO TRUSS MOUNTING INSTALLATION. l4 : tTEESnT.IN 3«HOIINNCEEARINOO C,yOnPAANT EEr , TE I 'Jr. . oom,w ons PLACE WEST LMBEAM.FIL313 17-.082 SECTION (TOP) PHgn- g DRANINO Ne ,E8- PRESSURE RATING +6 a000 MAX. A.S.D. DESIGN ALTERTLUT4PE FLORIDA UL.y. 67 gnu-ma w/n/n SHEET 12 OF 13 4 MAXIMUM WIND 'PRESSURE(R.s.f.) CONNECTION CAPACITY SCHEDULE. CONN ECTION`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) eLAI RATS SPA+ E MOtE L,&LOWN CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR:SCHEDULE wo M PRESSURE CON. ANCHOR ANCHOR ANCHOR (+/-) PoSmvE NECATNE -Al ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK PREMM PRES s baro. TYPE SPACING TYPE TYPE (L.) '(L-). TYPE .SPACING ANCHOR TYPE ANCHOR TYPE 30,psf 144:0". 144'• 180 lb ft A 8 C A. C E A C F A B C A C 60.0' 60' 88 lb ft 9 425.L8/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 35 psf .100.0. 100" 146'Ib tt Cl - g 417 LB.FT - 88 LB - 134 LB FT 6 473 LB/FT 418 LB/FT 236,LB/FT 202 LB/FT 383 LB/FT 432,LB/FT Ct 6 461, LB/FT - 418 L8 FT 202 LB FT. 1'44^ 144" 210 Ib ft 12 387.LB.FT - 334.LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 60.0' (i0' 10D Ib ft C2 g 456 L8 FT - 362 LB/iT 250 LB FT -190 LB/FT 3.18 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" 1'44" 240 Ib/ft .6 525 LB/FT - .419 LB/FT 312 LB/Ff 285 LB/FT 353 LB/FT 443 LB/FT 6 502 LB/Ff - 419 LB/Fi - -285 LB/FT 60.0' 50.0" 115 lb/ft 9 390 LB/FT - 309.LB/FT 1.57 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 9 372LB/FT - .309 W/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 C3 6 469 LB/FT - 375 LB/FT - 202 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 115:0 115.0" 221 lb ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256'LB/FT 393'LB/FT 3 760. LB/Fi - 572 LB/FT - 304 LB/FT 144" 144" 276 1b ft' C4 6 592 LB/FT - 448 L8/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/Fi 9 445 LB/FT - 370 LB/FT, - 134 LB/FT 60:0' 60:0" 125 Ih ft C4 6 5.61 LB/FT - 448 LB/FT' - 202 LB/FT 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/Fi 753 LB/FT 89.0' 89:0" 187 Ib tt3 912 LB/FT - 682'LB/FT - 364 LB/FT 50 psf' 100:0" 100.0" 205 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 9 226 LB/FT - 224. LB/FT - 83 LB/FT 120:0"' 120:0 250 lb/ft C5 .6 421 LB/FT - 334.LB/FT 122 LB/FT '125 LB/FT 214 LB/FT 155 LB/FT 144" '140" 300 Ibk 3 843 LB/FT - 670 LB/FT 243 LB/FT 250.LB/FT 432 LB/FT '311 LB/FT C5 6 339, LB/FT' - 334' LB/FT - 125 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 3 68.1 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 - - 20.7 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 B22 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 - - 120.0" 120.0' 275 Ib k 3 663 LB/FT 756 LB/FT 646 LB/FT - - 4 269 LB/FT 301: LB/FT 183 LB/Ff - - 114 LB/FT 1'53 LB/FT 137" Ih k 4 .232 LB/FT 236 LB/FT 183 LB/FT - - 60.0' 60:0" � 150 Ib it .C7 3. 358 LB/FT 402 LB/FT� 244 LB/FT - - ]52 LB/FT 204 LB/FT �C7 80. Ib ft• 2 - - - - - - 305 LB/FT 3 310 LB/FT 315'.LB/F 244 LB/FT -OD 100.0" 100.0" X250 lb 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'. 286 Ib.ft C8 6 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582,"LB/FT 691 LB/FT 614'LB/FT - 931" 928" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT. - - 530 LB/FT 336 LB/FT 6 777 LB FT 1;921 LB/FT 819 LB/FT,- - 59.0 54.0" ... Ib R 65 psf 92.0" .92.0' 249 Ib ft 100.0" 100.0" 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 4SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0" 60.0" 175 lb/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 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' . 313 Ib.ft THREADFORM TECHNOLOGY 11T 114" .387 lb ft s'-/0" 2 1/2" 1' 2 5/8" 80.psf 11'3'' 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" 2 5/8"•I• 1" 2 3/4!'+ C 1/4. 0 CREPE-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. 120 psf 87" 82' 484 Ib ft 1/4" 0 ITW-BUILDE% 130'psf 80' 76" 483 Ib ft >8_3 3 1/2" 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.Od' N/A N/A N/A .2.00" .140 psf 74' 70' 484 Ib ft TO 12'-0" X14 NDS WOOD SCREWS OR �pau�i� F N/A N/A 0 N/A N/A N/A 2.00" N/A 150'psf 69" 66" 483 Ib.ft �r� _ 1 4" NDS LAG'SCREWS 160 psf 65" 62" 4B3 Ib ft AS DEFINED BY ASTM.E-1996 STANDARD. `P A,)(��<. 1., •� T�' FLORIDA BUILDING CODE (High k Non Nigh Velocity Hurricane Zone) A tiOTM + EXCEPT THAT 3 5/8" SHALL BE USED ' L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS.3, ��•• •••F ''•ti' 02017 TILTE 0 INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D�BY: GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4; 4A & 7A. D L-: MAX-ALLOWABLE PRODUCT SPAN FORA LIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING. SHUTTER CORP. U7/20/TE RATING. --� 1_L EC:.�INc. DATE • TICCIT TESTING.ENGINEERING COMPANY 7039'�SMEET PUCE FINAL MA%INUM.ALLOWABLE PRODUCT SPAN IS 'd•• �;7'g;` sm Nr.rsH.2sr..ru,•wlnwculsGs,_n arks WEST PAW BE1t11,'FL.33413 17-082 EOUAL.TO THE MINIMUM DETERMINED'PRODUCT 9�•.• L�,,� w,v;.:lrArtsrl-1379.:ro,:lra+pTl-trr. PH.taco-ws-6377 ,SPAN BETWEEN 'L+'ANDY--. Q,•:•Xy T• a 11:NltacoOtol.com rr rokoNshutten- DRAVINO Ne ^•.,CO R�O•. a ,1 EB-0006719 S WALTER A.711.Ir..P.E. �F•• 1 /�,O�TE FLORIDAlicf 41167 aD•u�.� m/m/.r a„ SN-13'OF 13 ,1