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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 0 • 8 r BCIS Home Login E User Registration Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map I Links Search e' Fl 'da r Product Approval IUSER:Public User 6 T tcC:rs n Product Approval Menu>Product or Application Search>Application List>Application Detail • ° FL# FL17080-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place File C()Iny West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage REVIEWED ���� �® �® Address Phone Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 CU®E (�OMP��ANC edh@foldingshutters.com ST. LME COUNTY 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. 2 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 hos://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 1/10/2020 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 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M ww ® ea CreSafedit Card ,'. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 1/10/2020 GENERAL NOTES: I-IRAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.1HIS 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 RW/BUILDEX• INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR® 14 NDS WOOD SCREWS OR 1/4'0 NDS 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 DIREOITONAIJTY FACTOR NOTES, Kd=0.85• USINGASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE.RKnNG INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR®14 NOS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX: (A.S.D.). 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2"FOR C1 THRU C4 AND.C6 THRU C8 .DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2"FOR 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 IN ORDER TO VERIFY THAT COMPONENTS'&ANCHORS THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A S INCREASE IN / ALLOWABLE STRESS FOR WIND LOADS WAS N4I USED IN THEIR ANALYSIS.A DURATION FACTOR CD 1.60 WAS USED FOR VERIFICATION MINIMUM EDGE DISTANCE OF 1/4'9 TAPCON OR 1/4'0 CREME-FLEX OR 14 NDS WOOD OR 1 CA710N 4"0 NOS OF.FASTENERS'IN'WOOD; LAG SCREWS.INTO WOOD STALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1809:1.2 OF THE ABOVE MENTIONED CODE AS PER TESTNGPERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEH91D SUCH.PANELS. (H.E.T.I.), HURRICANE TESTING.LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH.FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) 70 EXISTING STEEL STRUCTURE:MIN. 12 GALE, FY-33 KSI (MIN.) MATERIAL 2. STAINLESS STEEL,SHEET METAL SCREWS USED AT SLATS SHALL BE# 10 K 3', 410-HT,MINIMUM SERIFS W/ 173.6 ksi YIELD -1/47 0 RW BUILDEX TIX SCREWS,W/FULL THREAD PENETRATION. STRENGTH &•187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUDROPOLYMER COATING.AS MANUFACTURED.BY WHITFORD Cc, 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 MY BUILDS X 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/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CCOE SECTION MANUFACTURERL 24.11.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. R 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. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME:OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK.ALL (A). TO EXISTING POURED CONCRETE: LOCKS: 10,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM'TECHNOLOGY,AS MANUFACTURED'BY I.T.W. BUILDIX•INC.TO MIN.'VC-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. -1/4'0 z 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN.VC-3000 psi. LABEUNC TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING CODE - 1/4"'0 CRETE-FLEX,AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS TO MIN.f'cg3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING.PLUS ANY ROTES, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7) MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4'O'CRETE-FLEX INTO CONCRETE IS'1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOTS NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET.13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2)3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND.INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT'INTO STUCCO SHALL BE PERMITTED. 1%4.0-20 S.S SCREWS USED SHALL BE"1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN.STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.-ENGINEER, SHALL SUBMIT TO THIS LATTER.THE.SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0-TAPCON W1 ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.,BUILDIX, INC. - 1/4'0.s 3/4'SOLD SET,AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT- 1/4'0 CRETE-FLEX.AS MANUFACTURED BY- R.BY-ELCO CONSTRUCTION PRODUCTS. P NOTE BE 8.1)MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT LS.1 1/4'. 1TTLTT�•��,AAA•, i �_' PERMITSMETS NI THIS DRAWINTHE SST SHALL FLORDAD TO OBTAIN f MINIMUM EDGE DISTANCE(E.D.)SH41L BE AS PER SHEET 13. ,11�y, L• �✓3 B.2) 3/4"SOLD SET ANCHORS.SIiALL BE ENTIRELY EMBEDDED (71/8:") INTO THE CONCRIFTE'BLOCK'UNIT. NO �4.1 eAA v\CENS,* 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 ® 4'P 7,p/ ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dwain 6r: MINIMUM-SHOULD STUCCO EXIST AND 1'MINIMUM,FOR.WALLS WITH NO STUCCO. i' V tl L B:3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE_PANELS BE FOUND ON THE EXISTING WALL, _ w FOLDING SHUTTER CORP. °"2e"7 ANCHORS SHALL IC LONG ENOUGH B.REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE 1 E C Q INC, DATE SHALL BE AS INDICATED ON NOTES 6.1 & B.2 ABOVE 0 A 461� TILUT TESTING&ENGINEERING COMPANY 7068 HFlIS1HEET PUCE T''•......... �� ,IA 615a HM,3-sL,Sb.=.NRRNA GRtiAR R?AIDE Wr-sT Putt BFACHj FL a3N7 17-082 `+ 1 I- 1`=071-laaE.Fu:IaEa)eRl-1aJ1" PH:1600-64-6371 oR)/L1 C ,11 -mE'I,:tdleeo0E01.wm rwJoldngahutlem.twn DRAWING NE IYAL L Efi-0006719 WALTER A TILUTJr.P.E. P.E•SFhCf9"'TURE/DATE -FLORIDA UC.d 4x167 mpE/n m SHEET 1 OF 13 3.ae2• J.66- d' asp �. 3 1J75 gt. _ 061 962• qz? SLAT ..363• .668- 1.159- 1.56 .668• _ 2730 sos - LOY (a SLAT WINDOW L—END Q FLAT (TO BE USED FOR ALL INSTALLAT/ONS 600-T6 ALLOY 6063-T5 ALLOY 6063-T5 ALLOY 5Q EXTERIOR CENTERPIECE MAY INCLUDE PERFORA77ONS AS PER (TO BE USED ONLY FOR INSTALLA77ONS 6063-T6 ALLOY DETAIL ON SHEET 3) 30 FEET OR HIGHER,ABOVE GRADE 4 INTERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING 063-76 ALLOY SEE COMPONENTS 20, 21 &22 ON S� SHEET 3.) •T .BJ," 1.715 2.131' .2.96• 1901' .39J' 2.716' 2011' 4 R.1Y0' f1V 26516 1.991.OBf' o.120'_ .QTI .170•- _ ' .a9a .r°o' g 3 .o9r .oso• .061- ,� ^.062' fir• 2.115'—ill 2577- 1713• 26A' .EW WALL HEADER ® 277 MAX B.O. ® CEILING HEADER BOTTOM SILL TRACK �dj BOTTOM TRACK ADAPTER 6063-T5 ALLOY 'SMVREAD TRACK 6063-T5 ALCOY 6063-T6 ALLOY 6063=.T6 ALLOY 6063-76 ALLOY- .soo'$ f-2696 n r2 '090 COMPONENT a b t1 't2 o.e61• a 13 2• 5- MAX. 0.125 0.125" .OJJ' .050• g `. © 2° 4"MAX. 0.25"- 0.25' 14 .a69• �� G Q 1" 2' MAX. 0.062' 0.062' I.N6' �m�TiT A�T `14 RAIN HOOD �I ALT. BOTTOM TRACK ADAPTER (2 BOTTOM RAIN GUARD 0 6� ALUMINUM ANGLES 8063-75 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY r.ao• IPONEN rs e soo QI'll�� .••�•'4 '/'�$�- (" FLORIDA BUILDING CODE(High & Non High Velocity.Hurricane Zone) iW1 -1CII { \ F''•,ti ®,2017 TILTEco,INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN er` .J7511 �. a ILL VB"0-16 ACETAL FOLDING.SHUTTER CORP. U7/'20/IE THUMBSCREWS ® LOCKING TUBES '°°°' ), I L E C O ina. aTE T \ TILUT TESTING&ENGINEERING COMPANY 7069 HOATIREEr PLACE WS!�6.]634.SL.6b.3C3.N6GNA 94POEN6.G.11166 WEST PALM BEACH.FL 33417 AT CENTERPIECE 9 CORNER POST ' 9 ..:aim,-.56... ,(x6,6.1-15,1 PH:•I60D W-6371 -oaz' .FOR 86'. - 6063-76 ALLOY :��''••.�ORIDP�'� - e.elt6cooeoLcom m,,..tdm3g6nvttclo:com DRAWING No 6063-T6 ALLOY : (� `` WALTER a n06i719 P.E. !AIN. 28 1/2"LONG 6®�qy I � 'FLORIDA U.(f 44L67 m/xe/n SIM 2 OF 13 TO�TTpv (J)ROWS OF 1r To� Eris I/4"0 HOLES ArTpr — FA SPACED 3/BT APART 000 IN BOTH z-CLIP EACH SIDE TABLE 16, SOURCES FOR©0 &©1 000 DIR£CRONS. y . OF WINDOW'(SEE TABLE i) OPRONS SLATS 00 SLATS fMW pto TYRCAL PROPERAES 57AND4RD BIIYER S481C INNOVATIVE K )KLE 11 000 �P)KLE REFERENCE 447ERNL/SCIENCE PIAS77C O LLGANKROLON 7103 LExAN ra3 RESIN a OO.00O 20 PHYS16AI 00C VIEWING SPECIFIC GRAWff ASTM D792 0.043 Ib/In 0.043 Ib/in 0 0 C WINDOW L F.HANICA r_rur iueeTAsv TENSILE YIELD.STRENGTH ASM D638 9.400 p.s.L. '9,500 P•sJ. n'9AT FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 s 13.400 sJ. D..i. p H J,.- FLEXURAL MODULUS ASTM D790 340,000 p.a_L. 345.000 p-L 2 p t•. (Au41 p0 SNAP-W END PAPACl• yyy��1 1.000" CUP TOP BOTTOM ~$ ^\ OF WINDOW NOTCHED IZOD ASTM D256 IB FT-Ib/in 17 FT-Ib/in MAX. o FIRE RIIRNMG LNARADTFRICnCS• a' �� (SEE TABLE 2) y3 h 2 M 1 SMOKE DENSITY ASTM D2843 47.2 R 64.5 9 MAX gr RATE OF BURNING ASD535 .0- CLASS C-1 CLASS M S A \ SELF IGNITION AS01929. 1040'F 98°'F y SLAT WINDOW .SLAT WINDOW 0.060'THICK WEATHERING .ASTM G155. POLYCARBONATE VIEWING TENSILE STRENGTH AFTER.WEATHERING, ASM D638 9302P."I 8840,p.s.i. W y WINDOW(SEE M TABLE 1) TENSILE STRESS BEFORE WEATHERING AS0638 2 2 NOTES, 8461 p.sJ: 8080 P..1 -MAX. (2)WMDOW5 MAY BE IN ONE SLAT SPACED h m MAX' N A A(IMMUM OF 24'APART, WITH T2'MIN. FROM ' ta, ENDS'OF SLAT TOP&BOTTOM. SLAT MUST EVER E INSTALLED ALl1ACENT TABLE.2: SOURCES FOR rtA�laerrcW TO ENTERPIECES�OR(�.NOR AT CORNERS OF PRODUCT A(457ER TOOL COMPANY OOO CD—T— 1TPIO4L PROPERRES BLACK NITON PART 000 ® SLAT WINDOW DETAIL /20.519AIB O Q 0 20 PHYSICAL- 'SLATS O00 SLAT'S SPECIFIC GRAY ASTM D792 0.042 Ib/,n' N KN1CK OOO KNUCKLE 14EIWNG iLrOuePlr„ ITT P) OO.O (TYPI I WINDOW pp TENSILE HELD STRENGTH• ASTM D63t3 11.500 C.s1. OOO (J)ROWS�OF pw'U tLo 6 ap4p• p.psC FLEXURAL STRENGTH AT'Y1EUD ASTM D790 15.000 p.n.L O O JIB 0 HOLES ,I'�I I psi. apse-•u{ry� FLEXURA.MODULUS ASTM D790 45°•000 �0 EA SPACED IMPAry Yl WMCENWA:£ IN BOTH nr WN:CIFMNCE a $ar4' Rp60' NOTCHED IZOD ASM 0256 0.6 FT-Ib/in rosur 6pTTOf1 DIRECTO To wraOrtae ' THERM I Eos D/RECTlONS. EpG. P.�JR' Gasp• COEFFICIEM OF THERMAL EXPANSION ASTM 0696 5,5 x 10 In/in-'F 21 Z-CLIP 22 SNAP-IN END CLIP M�EL7LN�G ITEMPERAND34 RE ASM T8 SDO ZF ATO BE USED AS AN OPTION,FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE'MISSIL£.MAY INCLUDE PERFORATIONS AS,PER THIS DETAIL. TYPICAL .n SLAT WINDOW DETAILS ARK APART("�"•E -MAX.(2)WINDOWS MAY BE 1N ONE SLAT SPACED M'"•2°" Y`°SLAT). W/ 2 VIEWING WINDOW & X211 . 0) CLIPS TYPICAL ALTERNATE PERFORATED °°" 1 SLAT WINDOW ELEVATION (SMALL MISSILE 7r41P1 .(LARGE MISSILE IMPACT) �. ��C ENSF'•,`/9 g FLORIDA BUILDING CODE (Nigh '& Non High,Velocity Hurricane Zone) ` •N0.44161' I ®2017 TILTECO INC, 'DRAAN Or. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. "O *«� FOLDING SHUTTER CORP. °'�°/" IL EC O,Nc• DATE ��O�(T •``W 1� TIWT 7ES71NO$ENGINEERING.CONPANY 7089 HEMSTREET PUCE .• K ••V 11 B3s1 nv.xN.s.su.3m.N.iGMA PMffia.n 1]lea WEST PAW BEACH.F 33413 P3 -�4nV �p'y(Y��r111 on...pwm`S�1-mTe.r..:lxi7yTl-Im1 -H:t°D°-643-w7171 17-082 xrM.f IALT E l8 000o4d.com dBu4n.wm pAbWtCRANING No /O YlALTER 0.RLLR1 Jr.P.E.P.E-'SFAL/S0a1VRE/GATE FLORIDA Lies 44167 m/u w xn R SHEET 3 CF 13 L A B 4 2: or O VY/ O ,16 , 17 OR 19 4 U �2) W N <'Z USE (2)RLS AT 30' 1'5 ♦ •o ♦ NOTES.ON®& LOCKING TUBES Q61 AT(a)&5Q. N O.C. FOR SPANS n 20 X L UP TO 99 _ 1.TWO (2) @5 SHALL ALWAYS BE USED,AT PRODUCT'S MIDSPAN SPACED g O AT.30' O.C. FOR SPANSUP TO 99". USE'THREE (3) a5 FOR LARGER w USE (3)®AT30'O.C: SPANS SPACED AT 30" O.C:AT MIDSPAN. COMPONENT�MAY BE In '0,1 FOR SP LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO-TAPPED'CENTERPIECES ' THAN.99'UP TO 144' ®ORS& LOCATION OF @ SHALL BE AS SHOWN ON TYPICAL ELEVATION. In 62 2. (2) LOCKING TUBES SHAL ALWAYS BE USED TOP & BOTTOM AT N ,1 PRO DUCTS'CENTERPIECES 4 OR fAT ALL INSTALLATIONS. LOCKING TUBES. -H OR 1 8 �`z ®SHALL BE,SECURED.W LEVERS AS SHOWN ON SHEET 9.. 1 t .f 1 SEE LIMITATIONS FOR. ON SHEJ2 L LjLIUUHI . SEE END'CONNECTION.DETAILS ON SHEET 9.TYP. FULL HEIGHT.FOR CONCRETE:CONCRETE BLOCK,OR 6 r O r O+ �3 , O+ 1.6 W000 INSTALLATIONS, 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION a. N. T. S. a• NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 713 ON SHEET 7. V1o11 SER A. TIj� SEE SECTIONS 1W & 2W ON SHEET 10. 1� Q� b, SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. JV ````C EN•�,••,•✓ SEE SECTIONS 7AW, 7BW, BW & 14W ON,SHEET 12: ••V S FLORIDA BUILDING.CODE (High & Non High Velocity Hurcic°ne'Zone) N0,4416.7 ®2017 nLT[co we. TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM ° er: •1 1 Y.L FOLDING SHUTTER CORP. 07/20/ATE. ,9 • ;` IL ECO SMG. GATE, O•••�^A `r ,` TILUT TESTING&ENGINEERING COMPANY 7009 HDrSIREET PLACE n••• Tom!,`�Cv .` ws.xw.xn st.su,sw.vxaxA wm]Is.n u1e, WEST PAW BFACH.FL.W413 17-082 V l ,I tTu.: 11-10.]0.rw:(SWF1I-1'+tr PM:1800-043-6371 /O��i•��` I. e�Sm0:lillx0a-L.Om mT.TOldingehWlOrO.eam DRAWING Na e=R. �'r 'WALTER A-M."Jr.P.E. ou0 ,n.r VE!-SEjI,AQMATt1RE/GATE FLORIDA Lk.6 44167 m/m/n SMELT 4 OF 13 POURED CONCRETE ,OR CONCRETE BLOCK \ WALL REQUIRED.. 1% OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL'WALL CONl�CIION C / 0.060"THIIX S.S. OPRDNAL FINN HOOD (NON-STRUCTURAL) REOUIREO. /-TRIM(DECORATIVE HEAD) (SEE SHEET 13) ROLLERHOUSINC '(NON-STRUCTURAL) / (TYP.) 6 1:000'i. 2.500•MIN: ' 7 MIN. i E.D. tj (2)NYLON �;"• AL CONNECTION C2 / �1 v3 /. -,GRAINCP'n HOO • ����� ROLLERS11 (SEE SHEET IS) , / RAIN HOOD 0.855.0(TYP.) (HON-SfRUCNRAL) Big /10 x.3'B.S..SAf.S.W/ ai 0.373•LONG ON d 3/16'ALUM.POP RIVETS, 13 3/16'ALUM. BUSHING W/A 0.150' CONT. POP.WETS, z_ 6 18'O.C. I ,(2•x4' LONC TOP SECTION 0.500' 0.16340.270' Q 18'O.C. •O ��� ,O.D.AND 0.245'i.d.AHD } 1/4 0 I1Y/BULLDIX. 0223'LONG BOTTOM x0.03(1' SECTION 0.320'O.D.ANO UWEATTHHER TAPCON W/TECHNOLOGY J I MIN.SEPARAT ON THREAOFORN TECHNOLOT 0.245'i.0. STRIPPING EA POURED CONCRETE TC GLASS OR 1/4"DElfA - (TYP:) SIDE(TYP.) Ofl CONCRETE BLOCK (SEE SCHEDULE J CONSTRUCT ON PRCDUCTS I 1/4'0 x-1'TIX J , Of �� WALL REQUIRED. ON SHEET 13) ) O/ aw CREfE-FLEX W/1 3/4' I SSpMSWfIH NUTEW 2&x1- 'POP6RNET5; IN.EMBEDMENT O fi'O.C. I WASHER B 4'O.C. O 15'O.C. ' OE Li POURED CONCRETE OR CONCRETE BLOCK MIN.SEPARATION WALL REQUIRED. I T Of I� TO GLA55 , 'Of (SEE SHEET I13) ON SHELT 13) t xo, �t T� F / I MIN.TO CUSS ON •t N POURED GONCRETE 4 t'�-(SEE SCHEDULE OR CONCRETE 8L0CK ON SHEET'13) WALL REQUIRED. 61I 1 Or a (SCOE78RFSCHf 1 a I •1/4"0 x 1'TEK t _ SCREW OR 1/4D-2041' •,Z s I SS.MS WITH NUT& WASHER,O 4'O.C. UI /10x3"S.S.S.M.S.w/1/2 0 TAa/mav yr raANcED COWlECRON C1 (Typ.BOTTOM)AND 3/4 CS TF6iFMFOR I/TECI O� i 'ogI i (SEE SHEET 13) % LONG(TyD•TOP),D(CEFT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCTS 13 ROLLER%OUSING(T(P,) CRETE-FLEX Yl?1 3/4' (2'x/'MAX:) SECTION 2 IAN.EMBECMENT 0 6"O.C. WALL FACE MOUNTING INSTALLATION80" SPACING � ANCHOR. ,. SECTION 1 1/2•x --SPACUG GROUTED BLOCK REQUIRED 1.000• 2,500 MIN. (MIN.Fcm 2.k,!GROUT)OR MIN: E.D. _EXISTING NON STRUCTURAL POURED CONCRETE WALL TRIM(DECORATIVE.SILL) O O 0 6 AN(OfOq„ SPACING. STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED. DETAIL FOR46) „/,A..,,,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,a1�aP�� A Tv MAX. A.S.O. DESIGN pSEECR ION C3 +65.0, -90.0 PSF & CONCRETE BLOCK �\C ENs�'.'9 e FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. * O.. 4167 r ®2017 TILTECD INC: TITAN II FOLDING IMPACT PROTECTIVE.SYSTEM QRAMLUY+ NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE '* 07/20/7 ' � IEL C O,INc. FOLDING SHUTTER CORP. DATE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) O t, $ x086 HL7ISTREET PLACE IN ANY WAY TO SUIT ANY INSTALLATION. :• S `' V k� TILUT TESTING&ENGINEERING COMPANY WEST 894E BEACH,R 33413 '' '11 4ty1 NW.]4P.SL.6V.]4!,Y.r�M f+l¢OD35.R J]16! 17-062 /_� Pim,. (]C.le>I-Ivo.ra (ovten-t11I PH:1800-643-5371 'S ONAL E� I7 a-mon:tllacoCaol.com ..W.f.I&pehWers.eOm DRAWING NC ? SEE LIMITATIONS FOR®ON SHEET 2 '' WALTTWT19 ER A. r..P.E. tua P.E.SpAL/SrICNA7URE/DATE FLORIDA lic.'0.44167 A, "I I '.SHEET 5 OG I3 1/4'0 x 3/4'TEKS SCREW OR 1/4"x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK S.S. I I MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING MIN..SEPARATION CONCRETE BLOCK WALL I TO CLASS TO GLASS, REQUIRED OPTIONAL RAIN HOOD r`(SEE SCHEDULE (SEE'SCHED LE CONNECTIONE0. EO. (NON-STRUCTURAL) I. ON SHEET 13) T Of i ON SHEET 13) ) Of •3 (SEE SHEET 13) T ¢10x3'S.S.511,5.Y!/1/2'0 t ALTERNATE'3/16'ALUM. ALTERNATE 3/16'.ALUM. x3/4'LONG NYLON BUSHINGS POP-RNETS O 5"O.C. POP R14EISS O 5'-O.C. 1 plw _ (Typ:To AND 1'-LONG(TYP: AT.REAR. AT REPR. BOTTOM),EXCEPT AT ROLLER IR G [HOUSING.CTYP.) W (RO N " —=�r I na o3 1 m R n5 +i • W 0.85510(IYP.) I n' v, 9 I 3 E0.EO ^i 8 hg 3/1fi'ALUM.PCP RNETS i I Q 3/16"ALUM..POP RIVE15 I O 10'O.C.BOTH SIDES- 5 I O 10'O.C.BOTH SIDES LEG&ANCHO.. -MATE 3/16'ALUM..POP E0. E0. _ ORIENTATION 8 RNEIS 0 16'O.C. /10 z 3'S.S.Sld.S:W/ 011.1 LONG NYLON ONT.0.1631. MIN.}/4•PLYY/000 —7 BUSHING W/A 0.150" I MIN SEPARATION 0.270'x0.0`0' REQUIRED PLYWOOD $ 1/2'MIN. REQUIRED LONG TOP SECTION 0.500'1 TO CL455 ULTRAFPB o 0.0.AND 0.249'I.d.AND SEE SCHEDULE '4'E^TH� 1/4'o'TAPCONS OR m 0.223'LONG BOTTOM ( STRIPPING EA .1 of "� _ CRETE-FLEX ON SHEET 1} WASHER&NUTT0 10'O.C. SECTION 0.}20'0.0.ANO ) 510E(TYPJ T t as ANCHORS 6"O.C. I m / / 0.245'Ld. V/ '('�, m w Ti- T S / EACH SIDE (NP) THRU BOLT W/ 1/4'0 TA CONS OR POURED CONCRETE OR WA��'&,NUT O 5'O.C. CRETE-FLEX ANCHORS 6'O.C. CONCRETE RLDCK WALL T 1 OF REQUIRED 2'x4'GR 2':5'x1/6' POURED CONCRETE�OR 5':3'x1/8'6063-T6 CONI. FMI ALTERNATE 3/16'ALUM. 6063-T6 CONT..ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP RNE15 O.5'O.C. � ®T ANGLE• REQUIRED ATRi STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6: W /�/ fill MAX.A:S.D. DESIGN PRESSURE RATINGm +66.0, -66.0 PSF 1.10X.A.S.D. DESIGN'PRESSURE RATING= +66.0, -66.0'PSF 9 1 3/16'ALUII.POP R0hT5 O MIN..SEPARATION 10.O.C.,BOTH SIDES ro c_S y '_—(SEE SCHEDULE ON SHEET iS) 0 ALTERNATE LEG Tor a� E0. J &ANCHOR tCON3 w ORIENTATION (SEE'SHEETTION p ALTERNATE LEC (SEE SHEET 13). &ANCHOR ORIENTATION 1/4'0 x 3/4'TEKS SCREW W/ POURED CONCRETE OR 5/8"WASHER OR 1/4':3/4' •3 CONCRETE BLOCK WALL BOLTS REQUIRED 4'O.C.W/NUTS&5/8'WASHER O , w BUILD—OUT FACE MOUNTING INSTALLATION •a a SECTION 4 (SERE SHEET NECTION uj� / o 1/4'0 x 3/4"TEKS SCREW OR 1/4'z 3/4'BOLTS W/NUTS POURED CONCRETE OR� &'S/8'WASHER O 6"O.C. CONCRETE BL REQUIRED j INSTALLATIONS DETAILS INTO CONCRETE BUILD-',*,- F� >>r r OUNTING INSTALLATION CONCRETE BLOCK ... SCALE N.T.S. A�,t �„1 _4A (BOTTOM) FLORIDA BUILD114G CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: 7IL * NO.44167 02017 TILTECO INC. TITAN 11 FOLDING. IMPACT PROTECTIVE SYSTEM °fl4� E.D. =EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) `a' FOLDING SHUTTER CORP. mpo/n IF( IN AWAY TO SUIT ANY INSTALLATION. '. i IGC 0 INC, DATE ��A'n••� Q', TILLIT TESTING&ENGINEERING COMPANY 70aq HEWSrREET PLACE % " �1% 6351 Np.3r(S1. tt 303,VACNU G•A6E713.n WIN WEST PALM BEACH,FL 33413 17-082 :.w5m t-lw.,fa:(>o!),in-1531 PH:1800-64}g371 ? SEE LIMITATIONS FOR®ON SHEET 21 �ONAI•,PG\�\ E11E' - �E ultacooaal.com w.v./eldngxAutlen.wm DRANINC No • P.E'SEAL-/9MRXIURE/DATE WALTER Lie 0144'167E $XEET6 OF 13 MIN.E.D. E0. 0. POURED CONCRETE CONt✓EOWN CS REQUIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD /�(NON-STRUCTURkl) . (2)NYLON J10A3'S.S.S.M.S.W/1/2'0 ROLLERS 0.655'0J�r .3%4'LONG NYLON BUSHINGS o (Typ.TOP)AND'1'LONG(T7P: I BOTTOM);EXCEPT AT ROLLER HOUSING(M.) X10 z SS.S0.373'LONG' 3/16'ALUMBUSHv1G W/A = POPRIVETS, LONG,TOP SECTIOI O 18"O.C. D.AND 0.245' CONT.0.163'.0.270'x0.030' 0.223'LONG BOTTOM ` ( ULTRAFAB WEATHER SECTION 0.720'O.D.AND I STRIPPING EA..SDE(TfP.) C� 0.245'TA. I I } Cr 7 ( •) I I t ? MIN.SEPARAnON ► or �'. TO CUSS i t 1 (SEE SCHEDULE W ON SHEET 13) MIN,5 LASST N I w SCHEDULE(SEEE SCCHEDUI I LE I 1 or MIN. SEPARATION I I ON SHEET 13) T6Gl/l5$ 1/4'0 z 1'TEK SCREW OR a OPRONAL RAIN GUARD 1/40-20.1'S.S.MS WITH :(SEE SCHEDULE .� I (' NUT&WASHER O 4'O.C. ON SHEET 13) ZX�J°rN Y1 (NON-STRUCNRAL) 7 ALTERNATE 3/16'.ALUTA. PCP RIVETS O 5'D.C. _ OPTIONAL RAIN GUARD AT'REAR. I (NON-STRUCTURAL) I9 ALTERNATE LEG TP n ALTERNATE 3/16' _i n S LOCATION WITH I ARIVETS 75 O 5'D.C.O.C.V" • n Y 3/16'ALUM.POP RIVETS ANCHOR �' 61 I CONNImm OtI C7 g O 10'O.C.BOM SIDES y� (SEE SHEET 13) 0 16'ALUM.POP RNETS 10'O.C.,BDTH SIDES EDGE.OF EO. E0. 'SLAB IF EDGE OF APPUCABIE SLAB IF POURED CONCRETE7 _CONNEMION gpPUCAB(E REWIRED (SEE SHEET 13) / E0. E0: POURED,CONCRETE POURED CONCRETE REQUIRED. •MIN.E.O. REQUIRED CONNBCIRON,Lb •MIN.ED.. •-MIN..E.D. (SEE SHEET 13) MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SEC ION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE B�L"f CK�-- SCALE: N.T.S. 1(111��\ FLORIDA BUILDING CODE (High & Non.High Velocity Hurricane Zone) R cOMBINA7TON OF 5EOT1oN5: 1K r` �0• 4161 •'t ®2017 nLTEC°INC. TITAN 11.FOLDING IMPACT PROTECTIVE SYSTEM �NBY` NOTE FO E.D. = EDGE DISTANCE ; N 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13). n07/20/17IN ANY WAY TO SUR ANY INSTALLATION. + ST FOLDING SHUTTER' CORP. �q IL E C O SII L:. DOTE ��/''•• J S TWT TESTING k ENGINEERING COMPANY 7089 HEMSIREET PLACE /top El]!Ne.]ON.34.SV.]00 NR0.vV 4NOID6,M1 3]100 xt3r PALM aFAcx FL 7xu 17-082 1 SEE LIMITATIONS FOR®ON SHEET 2 f! ((tt.•,.11.�:�•�•t�-__ f1 s w e�^-'m>+1?]^ r..,(u31n1 1a1 PH:1800-643-6371 —0.tilt a..O.W.rnm —folEingehuHsn.wm DRAWING No 1 ES-0006719 _ ems{]-rs—]I WALTER A PWT Jr.P.E. i�.p�y ALf 9GNATURE/OA7E FLORIDA U.1 44167 00.'Yoe. or/aa/'7SHEET 7 OF 17 POURED CONCIa OR GROUTED CONCRETE LOW BLOCK WALL REOUIREO ) TUBE.PEA�SCYDULE (2)ROWS OF 1/{Y TAPCO14 X X ANCKOBS(INP.)(SEE.SCHEDULE) ./ / ./ / / : / TABLE 1.: MAX.-SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ffi M 1/4' UONG TOLNAILY. ---------7----------- ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS T x•O.C.IONGaMDNALLY. O 'O O -----O O O_ seal TUBE PER scxmuLE - ----/----- - MAXIMUM SPAN LENGTH'EA. END .PER END OF TUBE WT7 TG ALLOT 'TUBE PRODUCT O o o q 0 SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/CO.3/"TEN scREw T/2• O.0 TYP TUBE TUBE TUBE O 6 / ). 3.A 313•« /L •..•-/]•,]•.& g 6D" 106.0" 13 8 1]5Q11/4•a LExiGRI 3.1211.•,LENGTH . I Fa67-(Ta Ax�SFE 5<NEOULs 606]-T6 MUM.ANGLE q 2"%4'%1/8" '96" 85.0" 17 10 (SEE SCHECAE) ANGLE 9 144" 69.0" 13 8 LENGTH(TYP.) 80' 1 17.0" 17 10 �IENor x 0067AN. at 1)t 41/x• ( 2"%4"x1/4" 1 0.0" 21 12 (SEE scnmuLO y EN'S E Tom.O''PJ 144" 91-.0" 21 12 � .SPAN NBE LFN 80' '109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELEVATION (TUBE AT TOP) 2'x5"xl/8' 95" 100.0" 21 12 SECTION X 144" 81.0" 17 10 •S• SPAN TUBE LEN 4 t/x'Mw. 80" 124.0° 21 12 E0.(IYPJ !G WIp 1/x•TP. 2"x6"x1/8" 96' 114.0" 21 12 f 144" 93.0" 21 1 12 s.4 'r T.3•« Yat•ar Jb'.or *VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE J'.x'n/{•'LENGTH Ld t SHUTTERS HEIGHT ABOVE&BELOW DOES,NOT EXCEED THE MAX.PRODUCT SPAN 6063-T6 CUM.MIRE • Y/2•al/{k IFNGM (SEE SCHEDULE) T6 ALUM ANGLE SHOWN ON TABLE 1. (SEE SOfEDUIE) / Y Y TABLE 2: MAX. SPAN TUBE.LENGTH SCHEDULE (TUBE AT MIDHEIGHT) /4•0.3/4 iDL SCREWo 0 0- o. O\ TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS 0 6'O.G. SIZE .SPAN PRODUCT SPAN LENGTH EA END PER'END OF TUBE ---- - ---. ' SPIN RUBE PER SCHEDULE ---- --- -- ----- 7•.2-.or 3 LFNGM 6063-16 AUJw / - / _/ SORE-T6=LE TSLE 60" 76.0" 13 12 (SFE SCHEDULE) (6)1/P.3/4•TENS SCREW A SPAN TUBE.GER SCHFDRE 2"%4"X1/8" 96" 60.0" 17 15 6.000-11aI. T 2.O.C.LONGInDEGW.Y. M:N.SPACfiIG (SMS-LE) eErA',a+AxOHnLs[nPJ 144" 48.0' 13 12 POURED CONCRETE OR GROUTEDWALL CONCRETE (x)ROBS(M.)(Y rAPrn%s 80" 87.0" 21 18 eLorx WALT RFOUIRFD ANGORS(rw.)(SEE scxEauLL) TYPICAL.ELEVATION (TUBE AT BOTTOM) SPAN TUBE MOUNTING INSTALLATION sxE A / 2"i4"zt 4' 98" 79.0" 21 18 SECTION Y '144 65.0" 21' 18 (6)1/4•;3/1•TENS SCREW SCLC N.Ts. {_In•Ep. SPAN TUBE lfN6T1 AT Y O.C.La`i R NaL.Y. 714•a 3•d•«3•i211/1• (RTS) 80" 77.0" 17 15 IENSG 6063-T6 NULL-.01 ENWG W 1/Z•TIP. (3)ROAS,OF L/{-6 (SEE SGIEDLRE) I 2"4'x1/8"' 96" 70.0" 21 18 TAPCOM.)(S E SONE « (TED.)(SEE snREDULLy � ' ',D} J 144" 57.0' 17 15 80" 88.0" 21 18 2'x6"x1/8" 96" 81.0" 21 18 Vxx Z > 144" 66.0' 21 18 ?3r 0 0. o / o _o, o INSTALLATIONS .DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4'P'3/1'TEN SCREW - O O O ------------ - OR GROUTED CONCRETE BLOCK WALL 6AW�Mat. O 6•a.a T O O O � - � (SEE.SCHW E) - ------_---_.--- �� SCALE:N.T.S. / SPAN TUBE'FER'SCNmu E 55ppuAx�,,uu 6067-TO ALLOT I O 0 O / O O O 7/////IY/! PEA SGEOLAE e� NA)f.A.S.D.DESIGN PRESSURE RATING 172.0 PSF xzz 3•�•.i/'•.7•o. / qq .,a.ru16:,N J�J/3 •LLNGRI 6067-T6 R qqt (sE�e�syRp�uL �} FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) A w.ANGLE 02017 TILTECO INC. TITAN II FOLDING-IMPACT PROTECTIVE SYSTEM CRAM BY. aT (REE SC EDU E) N0.44167 PWBED Ltd:CRETE 1 O T FOLDING SHUTTER CORP. °'/TAIL" mGQRCRETE E-0WI 'BLOCK WALL FEOVum J•a4'«]•.3'«J12-n/4' (� ' �'•R TILUT TESTING'&ENGINEERING COMPANY 7089µH BEACH. P�1] (0)1/4•.J/.•TENS SCREW LENGTH 6063-M CVM.ANGLE __�•`• RI L.V �`1 I]St HW.M.u.SL.SCS NRGMA COce.a J]Lae 1 7-082 TYPICAL ELEVATION (TUBE AT MIDHEIGHTI (q Q QN.�'`V (L T+:w:.xi+T6n-,Cao'. •R�+PT,-,vH PH:1600-643-6371 AT x'O.C.LONGNUaNALLY. IS SCHEDULE? BULL: ,.s. ��V C1/ '••.•..•• Ulte[o0a"'com .mr.fal6npa6Nlaawm DRANING No SPAN TUBE MOUNTING INSTALLATION V V IL ®-0TIL T1J N, SECTIO.F ON Z t SEE LIMITATIONS,FOR®ON SHEEP 2 WALTER 0. C.,#Jr.67 ""PE:.$-• SlCyyp7lRtE/DAIE FLORIDA UC.,�a{167 T/ao/,T 3� SHEET H OF•13 1/4•0 x 1 J/,• MIN.E.O. 'TAPCONS/CRETE-FLEX� (SEE SHEET �ENSRNG GLASS ANCHORS O 18"O.C. / 13) EXISTING STRUCTURE MIN.E0. S Saw(7YPJ STRUCTURE (SEE SHEFf IJ) EXISTING G STRUCTURE 1 '3/3.0 THREADED HO 8� EP / \ 3/16'POP RIVETS OR °-CENTERPIECE FOR 15 / ANCHORS O Ie•0.C. 184 "I's O TAPCONS/CRE=FLEX' D.C. (TYP) 1 1 15 1 1 PDP 3 1 Qr11�t or 1�t or N TIM J T °,a D.C. WALL FACE or 1A t R'1 W E END CONDITION 18 90.0• 90.0' 2 ;W \ / 90.0' 90.0' `. / 3/16•PGP HNETSOR 8 4 SH WN 1/4 .J/, TENS o (TOYER)IMOR) ORU5 TERIOR) OR'.FX (SEE NM 1) (2)QS O 30.O.C.O EXTERIOR (z) FO NOSPAH FOR UP TO 99 MIDSP FOR UP TO 99' SPAN&(J)ISO Up / SPAN$(J) 5 O 30• O.C.O 1dO5P i0R UP 13 HORIZONTAL SECTION 20 °;-,°.'SPAN i(°H� r8 TO 1W MAY (THUMB LED 18 / \ HORIZONTAL SECTION S wIEAIOR OR IHEMEf00R) ONER CREW MY BE STALLED (TS E%7ERIOR) INTERIOROR Ex7ERIOR) (OIERERS IW;R I �3/16•PoP RIVETS /°P I/4'.3/4' *MAY VARY AT.(AST SUIT AT TRAPPED,INSTALLATIONS 606S-TIS ALLOY ANGLE I /TICS o IM•o.a 4 .OR� a cow 4 .OR(5� TAPCON/CRETE-FIE SHOWN TAPCON/CRETE-FIE SHOWN O / t SFF UMTTATWNS FOR ON SHEtT 2 ANCHORS°TM•o.c.TO-\ arvowRs o,M'D.C.7O� 3 Ex STING STRUCNRE DUSTING SRv TI RE _ EXISTING SIRUMRE BUILD—OU25.2•x1/M•CONT' MIN. 6063-76 ALLOY ANGLE END CONDITION \ 3 /I6•POP- OR 1/t'x 3/4•TILS OR Ewmvc STHUCRIRE END LOCK ANGLE s'u.1.12`'D.c75 W/ END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION. 2•x 2•x.1/6.600-T6 1/t•'x 3/C TEK [OM.ALLMINW SEM ANGLE SCRLYS'ATTACHED 70.0.vE ONE LOCKING TUBE, PFj_') SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR ,CENTERPIECE o 6•D.C. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE I@. A (z)�s o 30-°.C.o 5T IOOSP FOR UP TO 99. SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL.BE SQUARE, SPAN (J)�5 0 30 0.357"x0.357` AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.C.o IJmsP FOR UP To ut•SPAR(THUMM INTO R WITH A 0.120" o.d..HOLLOW PIN. THE BOTTOM 1.100. OF THE TIP SHALL BE 0.363" DIAMETER:WITH SCREW MAY'eE INSTALLED A 0.200" LONG BEVEL TOWARD THE END AND A FIAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR DffMOR) OF THE TIP A SQUARE, 0.475"x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE nth 4 OR o5 'ALUMINUM LOCKING TUBE:@A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE.INSTALLED. ONE .0018 SHOWN (1)PIECE, 1.375" LONG; WITH A 0.366'x0.366"x0.630"LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE (08 . THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVERS umloR 1. DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. OR E%TFRIOR).SOD• e1Tt .SOLID THERMOPLASTIC TIP INSTALLED AT (8)SHALL BE ENGAGED INTO 3/8'0'HOLES DRILLED ON THE OUTER 18 O HORIZONTAL FLANGE'OF TOP/BOTTOM TRACKS. (LEVERS NIEROR 4 OR(5� OR ExrwoR) SHOWN 1)I,AAA101191, ALTERNATE LOCKING SLAT SCORNER LOCKING DETAI HORIZONTAL L A... / ys1 Qom, ECTION Tom^ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) `\P ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE-SYSTEM °�In' END INSTALLATION DETAILS INTO CONCRETE, c :' .4416 `. CONCRETE BLOCK & WOOD (AS APPLICABLE = IL E C o�wI. FOLDING SHUTTER CORP. 07/20/17DATE •Ur X �`9'•,7 �S 67ss RR xu.s sN.sos,vnw;w cwooa.n ss,6e P �TPTIWT TESTING @ ENGINEERING COMPANY WEST7089 �HtSIJ 17-082 O •.F �� F4"",r n_,sw..m•(s.su,-+s1, PH:,Mooshuttm T1 F'' ORO',,•, h00 5719 Com v.TWO TIgxhua.n.mn DRAWING No •• ,TI EB-0006719 _ WALTER A.TILLR Jr.P.E.- '.P ••• jA / FLORIOA Lia.8"157 arpe/,T Tx' SHEET 9 OF 13 2' 2'• /b' ALUN1 INU61/8' BUILD-OUT NOUM PER SECTION 4,SHEET 6 q A I (2)3/16'POP RNE'15, 2'a 2'..1/8' ///,,��//(('''''EACH LEG OF 2'•2' ALUMINUM ANGLE /1 ANGLE, ANGLE LED'MAY FACE AWAY FROM OPENING (AS SHOWN)OR TOWARDS .a OPENING.NO ANCiXJRS • REQUIRED TO HOST R i STRUCNRE �Ik�9 BULLD-OUT MOUM PER SECTION 4,.SHEET 8 (2)3/18'PCP RIMS, • EACH 1E0 OF 212' MOLE ALTERNATE WALL EXTERIOR ELEVATION AANND SILL+AND BOTH SIDES PLAN VIEW A—A MOUNT FOR ONE OR BOTH ANGLES OF PRODUCT (2)1 T/4•o.3/4' 11 - 0 I OPTIONAL SIDE ANGLE TEXS OR 3/18'POPLY 1 1/2'.1 1/2'• a 0'-Y (FOR SECTION 4,SHEET 6) RNPER ANGLE 70 MIN.AWNINUM AN TOP& TUBE BOTTOM OR TO WALL(2 REOUIREO) (2)1/4'0 TAPCCN/CRETE—ANCHORS EA ANCIE TO SLAB ® 9 0 1/4'.0•1 3/4• —CONS/CRETE-FLEX 1110 PIECES MAY BE FLAT I ANCHORS O 1e'O.C. `({Ql 00 5� ENO OR L'GN '`TOO. 3/18'POP METS OR —EXISTING STRUCTURE SCA 1 'O.C. ,ERS G 3 o iz'a.a 3 Vz w L Li CORNER POST W ISOMETRIC EDGE OF-CONCRETE �1 sLAa .(TTP.AT TOP AND BDTTOM SLABS) '�9 EEND ND PIE MAY BE FLAT 2 OR L END TRAPPED END CORNER POST CONDITION W/ FLAT END OPoZOMAL SECTION r'( . ........ FLORIDA.BUILDING CODE(High & Non High Velocity Hurricane Zone). END INSTALLATION DETAILS INTO CONCRETE. iF0. 7S( �Fn u Q 201 mtEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OM6N BY: N.L = � ,07/20/,7 CONCRETE BLOCK & WOOD (AS APPLICABLE = - FOLDING SHUTTER CORP. DATE .�O'•. A'J�pp �% AL TILLIT TESTING&ENGINEERING COMPANY 7068 HDISTREET PUCE ]f • ,TTA TAA 1031 Nom•.36u.st.8te]0.1,Yfti tY�A vJ✓DO+S a 311ee WEST PAW BEACH,FL 3uw 17-082 Lw3m>,-,aw PH:1600-643-837t �c lLlNpl_=ir`,I+LA o- 0i1:U]"w*uol.eom ,..v..TOlmnp huttem. DRAWING N•. a EBc0006]IB WALTER A TILLIT Jr.P.E. ^•• PM[ P.E SEAL/SIGflATVRE/DAIE FLORIDA Da.f 44167 m/m/n m SHEET M OP 13 WALL FINISH OPRONAL RAIN HOOD (HON-STRUCTURAL) � WALL FINISH 0.06E THICK.S.S, if 0x3•SS.S.M.S.W/1/2.0 x3/4• .LONG NYLON BUSHINGS(Typ.TOP) CONNECTION C1 ROLLER HOUSING AND 1•LONG(Typ.OS(Ty . OP) EXCEPT AT ROLLER HOUSING C".) k�W / / —' _ 0.060•THICK SS,ROLLER HOUSING (2)NYLON L� � iT� •� I OPTIONAL RAIN HOOD T E ROLLERS l� 11 I (NON=STRUCTURAL) 0.855-0(TYP.) 1 6 2'x4'CONT.N'OOD 3/16•ALUM.POP HEADER�REO'D. 110 x S.S.3'' S.N.S.W/ 1 0.]77•LONG NYLON CONT. ftNErS,O 16 O.C. ��, (� 00F11EtJIK)N C7 BUSHING W/A 0.150- f I e 4y LONG TOP SECTION 0.500' 0.163'x0.270•; g 1 O.D.AND 0.245 i.d.AND 0.030 1 0.227•LONG BonoM IU'ff.A�� J or SE4TI0 N 0.720-O.O.AND Q� �+ cW, ! 3/1fi•-AWM.POP 0.`' Ld. SIDE PQyP.)� `' j \ RNETS. L . O.C. MIN.SEPARATION2•x4•CONT. °w1 x 1 TO GLASS TO GLASS J or (SEE SCHEDULE J or HEADER REO'0. (SEE SCHEDULE ON SHEEP 17 t ON SHEET 13) t z'xf•CONT.W000 1 1 IV PLATE REO%.� 1 I WALL FACE MOUNTING INSTALLATION W i SECTION 2W (TOP) o i - CONNECTION Cl i WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD •SER A. T/1�=- 11 '••GE••�,••• �/ FLORIDA BUILDING CODE (High k,Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR®ON SHEET 202017 TILTECO INc ABN'BY: �Q:44167 DR J• •' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �i- NOTE�` NOTE FOR COIHBINATION OF SECTIONS: o - 07/20/7 -o IL EC O Lwa. FOU)ING SHUTTER CORP. DATE 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO 1- MOUNTING SECTION6 CAN BE COMBINED BE HAVE-A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL Q TILLIT TESTING&ENGINEERING COMPANY 700.9 HEUSTREET PLACE IN ANY WAY TO SUIT ANY INSTALLATION- '•Q�•.••• /.�•�, ,, 4A5µ'JfU.54 SU.]OS,Va6MA GMDaS.R]]160 NEST..1 BF-843 8 J7477 1.7-082 e>DlIOTI_t4M' 91 PH.fdl.4th 7—e171 tilteeo0441.com xmr.f0I01n51xAutten,ttm. DRAWING.NO •• Il EB-0006719 • WALTER A TILUT Jr.P.E. FLORIDA Lia.8 44167 or/xLn' m SHEET to or'13 1/4'0.3/4'TENS SCREW OR 1/4'•3/4' BOLTS W/NUTS&WASHER O'6.O.C. iI EXISTING WOOD BEAM REQUIRED.STRUC URAL ADEQUACY SEAM CERTIFIEDEYJSnNBYWOOD REGISTERED TO BE / f ENGINEER OR ARCHITECT PRIOR R®ON.SEEP 2 CONNECTION RNISH 0.060' HOUSING jEEO THICK'S.S. 1 SEE LIMITATIONS FOHTO PRODUCT INSTALLATION. � .2'a4'CONI. iNNECTION C4 ROLLER W'000 HEADER OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: REO'D. E0. E0. (NON-STRUCTURAL) 1- MOUNTING SECTIONS CAN BE COMBINED ODIUJDCRDN C5— LONG j10a3'S.S.S.M.S.W/ 1/2'0 x3/4' IN ANY WAY TO.SUIT ANY INSTALLATION. LONG NYLON BUSHINGS(Typ.TOP) ' AND 1•LONG-(Typ.B/O.TwTOM),EXCEPT AT ROLLER HOUSING`..I.) w NQS OPTIONAL RAIN MOOD \J 1 (2)NYLON T L — p n'� 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO F (NON-STRUCNRAL) ./ ------I i- 1 B ROLLERS ! BE HAVE A MIN.,SPECIFIC DENSITY OF DAG OR EQUAL I '--f N.655'0(1YP.) J �r a --1-J ii ii== ==Ali--- IIm-n B j I 3/16'ALUM. 1 I 8 POP RIVETS, /.0 n�3'S.S.S.M.S.,W/0.37J'LONG NYLON ALTERNATE LEG = O 18'D.C. BUSHING W/A.0.150'LONG.TOP SECTION 3/le'ALUM. 'I LOCATION CONT I T 0.500'O.D.AND 0.245'L.d.AND 0.223'LONG POP RIVETS, (SEE NOTE•) 0.163'a0.270r0.030' f .BOTTOM SECTION 0.320.O.D.AND 9.245'L.d. ) O 18'O.C. ULTRAFA9 WEATHER (TYP.) MIN.SEPARATION STRIPPING 510E I I _ (SEE SCHEDULE T 1- GLASS Or �.t'.N o ON SHEET 13) _ I I 1 or �g T MIN:SEPARATION I I I I a'a TO GL15S NINTO GLASS I I 3 w (SEE SCHEDULE I I H (SEE SHEET 113) ON SHEET 13) '1 Or I ]S ON.SHEET 13) C41 �� I m _ for i - '� I I 1 or Q� i ALTERNATE 3/16'P1lM } ALTERNATE'LEG ur OPTIONAL RAIN.CUARD POP RNETS O S. O.C. - I LOCATION - - I ALTERNATE LEG AT REAR. r -r_l I r 'T _-_ ___ !�( •) - (NON-STRUCTURAL) LOCATION �I LLA�J 'i +. BE.NOTE ' (SEE'NOTE•) _ ' TTT jJ :I {I - - IF`---=---- ----- II C ALTERNATE 3/16' POP RIVETS O S. ALUM.O. AT REAR. WOOD PLATE ; II n9 < I a v3 •- 9 -------------- �__________ 8 REO'D. � 1 o na 3/tfi•ALUM. _________ POP RIVETS __ p O 1 0'O.C.BOTH SIDES -'n a 30/1160 /16'ALUM.POP.RIVET$ 0 10'O.C.60TH SIDES o, � EQ. EQ. 21x6'MiN, o g j I EO E0. ' DECK'REQUREDWOOD E.O. 2'MIN.E.D. £ E0. vv 2'x40CONT. I I 1/4'0.3/4'TEKS SCREW (NO FINISH ALLOWED) 1/4'0 r 3/4•TEKS SCREW WOOD PLATE REO'0. ✓I i I OR 1/4':3/4'BOL75 W/MILS ` W/5/8•WASHER OR 1 t1� &5/8'WASHER O 67 O.C. CONNECTION CB is 1/4' 3/4'eOL75 W/NUTS& tl{I l` CO. CONHWTIDN WASHER O a'O.C. ll WALL FINISH \\\ 2'MIN. /� 1 `WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4AW1f1 yr O SECTION 7W SECTION 4W. y1'aQ` FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) NOTE ALTERNATE LEG LOCATION.AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TILTECO INC. TITAN.II FOLDING,IMPACT PROTECTIVE SYSTEM DRAWN BY: 0.44167 "'` •� 07/20/17 INSTALLATIONS DETAILS INTO WOOD IL ECO,„T. FOLDING SHUTTER CORP. DATE SCALE N.T.S. '• O '�. -1.1 TESTING&ENGINEERING COMPANY 7088 HU]STREET PLACE r / WEST PALM BEACH.FL 33413 • .�•4N 1� 4lln NN.]4V.!L,!4.]n!,llntlfG GXODl4,R.Sltr4 17-082 PM 1800-843-8371 m00671 oi40m �./ald n9��em.cam DRAWING No ns •• \. LI 'R A.TIL6718 • WALTER A TRU#Jr.67 FLORIDA U.#44167 m!m/v � SHEET 11 OF 13 .rJ� s1IN. 61A SEPARATION I I TTO � MON.SEPARATION (SEE SCHEDULE TO GLASS or �It ON SHEET 13). (SEE SCHEDULE _ ON SHEET 13) 1 of OPTIONAL RAIN GUARD I I (NON-STRUCTURAL) Y 1/4'0 x 1'TEK I ~ ALTERNATE 7/16'ALUM. SCREW OR 1/40-20'x1' POP RIVETS O 5'O.C. S.S..NS WITH NUT& AT,REAT. '� 9 WASHER O 4'O.C. I ;� 3/16"ALUM.POP RNEfS n 0 1o'O.C.BOTH SIDES 'o EDGE OF SLAB � IF 'APPUCABLE _ EDGE OF SLAB ALTERNATE LEG&I n CONNECTION C7 IF APPLICABLE CATON b l ANCHOR LOri (SEE NOTE e4 61 - — \\1 2'xK MIN.REDO --�_ ,DECK REQUIRED ,(NO FINISH ALLOWED) CONNECTION O EDGE OF 2•LAIN.E.D. SLAB B (SLA OF 2'MIN.E.D. --] APPLICABLE --=� SLAB IF APPLICABLE 1 SEE LIMITATIONS FOR ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION - — SECTION 7BW (BOTTOM) 1 MIN.E.D. 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 YJAY-TO SUIT ANY INSTALLATION. MON.SEPARATION FLOOR MOUNTING INSTALLATION 2"x4'CONT.WOOD TO CLASS PLATE REO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM), NOTE WOOD'FRAME CONSTRUCTION:WOOD MEMBERS TO / ON SHEET 13) BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T ' WALL FINISH (3)5/16.0 LAG 2' of Q}T SCREWS W/2 1/2•MIN. O MIN.E.Q. 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN W PENETRATION AT MIDWIDTH PRESSURE RATING& SPANS' I'x a'z 1/8' (2')OF RAFIFR/TRUSSES, I // �\ I 8063-T6 CONT. 1 W ALUldINUM TUBE 1/4'x4'(6063-T6)FAT 'y' EXISTING 2X WOOD - PLATE W/1/4'0 x1'TEK 'TRUSSES OR RAFTER 2'z4'MIN.W000 : ,- SCREWS O 6'O.C.IN AT 24'O.C.IAAIf. 'STUDS 0 16'D.C. BEIVIEEN TRUSSES OR {[1 1 1/8'x4'(6063-16)FLAT 00 .500 . PLA1E W/1x1'TEN 0 4 SCREWS O 1'O.C.IN ... (2)1/4b TAPCON OR 1/4.0 CRETE-FLEX p ANCHORS OR J14 NDS WOOD-SCR ENS OR 1/4.0 BETWEEN TRUSSES' _ EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIDWIDTH OF E0.SND W/ i 2.1/2'Min:THREADED PENETRATION INTO WOOD ` / x / "STUD 1 {{{111 1 4'0 3 4',EK (2)NYLON 1/4'NAX.PLYWOOD EXISTING SOFFIT 1 I SCREW OR 1/4'-20'x3/4' EO.+-CEO., S.S.BOLTS W/NUTS& ROLLERS 910.3-OxS'S.S.S.N.S.W/1/2'0 x3/4'LONG ' WASHER O 6'O.C. 0.855'0(IYP.) NYLON BUSHINGS(Typ:TOP)AND 1'LONG 1/4'0 x 3/4'TEK SIO x 3'S.S.S,M.S:W/ I B + (T�.)BOTTOM).EXCEPT-AT ROLLER HOUSING `L SCREW O 6'O.C. O.J7S"LONG NYLON MOUNT TO WOOD STUDS MOUNTING. INSTALLATION BUSHING SECTION .5050o I OM I INSTALLATIONS DE,T TLS.---,,o, SECTION 14W (BOTTOM LONG TOP'SECRON 0.500' A O.D.AND 0.245'I.d.AND s °.163'x0.270' oa2Y Lorvc BorroM MIN.SEPARATION .D.030' ,( 7, 'MAX. A.S.D..DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECnO2N 11.320'SOD.AND TO GLASS ' ULTRAFAB g� WEATHER INTO WOO Q� ..••.......,. 0245'I.d. SEE SCHEDULE I STRIPPING u 1 Cj EI\$ -•- FLORIDA BUILDING CODE (High & Non High Velocity HuiricOne Zone) (TYP.) (ON SHEET 13) SIDE(TYP.) OF ZN? SCALE N.T.S. I I f• N0.44167 ®2ott TulEra INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° �` 07/2°/17 IL EC O ane. FOLDING SHUTTER CORP. 2 HEADER TO TRUSS MOUNTING INSTALLATION. ''•, t++ 1 TIUJI TESTING&ENGINEERING COHPAHY 7089 KELSTREET PLACE �kA 11 s3v Nv,'36N 54 ss. vuou GR006.n]]las WEST PALM BEACH,n33413 17-082 SECTION 8W {TOP) O,rf� ,,1` Ao.:emsoil:lN<o6cN�xem Tl-lvl 900 .:xH:To Sn0sA6u�en mm DRAMIING Ho MAX. A.S.D. DESIGN PRESSURE'RATING'+60.0, -60.0.PSF '�� WALTER EB-AOT°UJT1J,P.E. o0zznzn 'un •-P.- AS)CJa4TIJ•RE/GATE FLORIDA Ue.y 64167 OA A.au mpa/n to 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) MIND MNUWM SATs SPANS.A NO..AMCWASIE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PREssCRE PosRr , ,R,E R� N CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR, CONCRETE CONCRETE BLOCK PRE=RE PRESSRiE a BGLTOM TYPE SPACING TYPE TYPE a+) (L-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib/ft A B C A C E A C F A B C A C ft 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 35 psf 100.0' 100" 146 Ib 6 473 LB/FT, - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 9 417 LB FT - 388 LB FT - 134 LB FT' 144" 144" 210 Ib ft 12 387 LB FT _ 334.LB FT 166 LB FT 142 LB-FT- LB FT347 LB Fi 6 461 LB/FT 418 LB FT 202 LB FT 60.0' 60' 100 Ib/ft 12 375 LB/Fi - 334 LB/FT - 142 LB/FT C2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB/FT 40 psf 100.0"- 100" 167 lb/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 g 502 LB/Fi - 419 LB/FT - 285 LB/FT 60.0' 60.0" 175 1;/,tb ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/Fi 80.0" 80:0" 754 C3. 6 496 LB/FT 375 LB/FT 236'LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 .372LB/FT - 309 LB/FT - 134 LB/FT 46 psf 97,0" 97.0" 187 lb/ft 3 813 LB/FT - 572 LB/FT 326.LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 CB/FT - 202 LB/FT 115.0 115.0" 221 Ib/ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144" 144' 276 lb 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 - 370 LB/FT - 134 LB/FT 60.0" 60.0" 125 lb/ft C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 0 89.0' 89.0" 187 lb/ft 3 972 LEI/FT - 682 LB/FT 389 LB/FT 364 LB/Fi 500 LB/Fi 753 LB/FT _ SD psf 10. * 7000" 206 Ib/ft 9 2B1 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT 682 LB/FT - 364 LB/FT 120.0" 120.0" 250-Ih if C5 6 42f LB/FT - 334 LB/FT 122 LB/FT '125 LB/FT 214 LB/FT 155 LB/Fi .9 226, LB/FT - 224 FT - 83 LB/FT 144" 740" 300 Ib ft 3 843 LB/Fi - 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 2.15 LB/FT - - 138 LB/FT 102 LB/FT 681 LB/FT - 670 LB/FT - 250. LB/FT 81.0" 81.0" R,60011bb/ tt C6 6 410 LB/FT 487 LB/FT 323 LB/FT - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 2 ZED 100.0" 100.0' ft C6 6 332 LB/F'f 378 LB/FT - 120.0 120.0' 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT 3 663 LB/IF 756 LB/ 646 LB/ - - 137" 134" ft 4 269 LB/FT 301 LB/FT 1B3 LB/FT - - 114 LB/FT 153 LB/Fi 4 232 LB/FT 236 LB/FT 18 .FT 60:0' 60.0" ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 3 310 LB/FT 315 CB/FT 244 LB/FT 80.0" 80.0 /ft 2 - _ - - - - 305 LB/FT 12 388 LB/FT :460 LB/FT ,409 LB/FT 60 psf 100.0" 700.0" /ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 B 582 LB/FT 691 LB/FT 614 LB/FT 115.0" 715.0' /n C8 8 736 LB/FT 894 LB/FT 614 LB/Fr - - 397 LB/FT 252 LB/FT - - 731" 128" lb ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/Fi 819 LB/Fi - 59.0" 59.0" ft. 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 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 1118" 374 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CON-:C.BLOCK WOOD STEEL CONC. C,BLOCK WOOD. STEEL _. -- - �--- - - - HURRICANE ZONE 8 -- 127" 118" 374 Ib ft SPAN HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2.3 ZONE 4 A '1/4"0 TAPCON W/ ADVANCED 3.50" 2.50' 4 N/A 4.00" 4.00" N/A N/A 75 psf 100.07 100.0" 313 It, ft THREADFORM TECHNOLOGY 117' 174" 3B7 Ib ft 5"-10" 2 1/2'° 1" 2 5/8" 80 psf 113" 111" 400 Ib ft AS LESS 6 1/4" 0 x 3/4" SOLID SET 3.50" 3:50" N/A NIA 3.00" 3.00" N/A N/A. 90 sf 107' 104" 42 Ib/ft >5'-10" 100 psf 101 99" C 447 Ib/ft TO 8'-3" 2 5/8 + 1 2 3/4"+ C 7/4,' 0 CRETE-FLEX 3.00"• 3.00" Q N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 I§pt 120 psf 87" 82" 484 Ib ft1/4" 0 ITW-BUILDER 130 psf 80' 76" 4B3 Ib ft TO 12'-0">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" -140 psf 74" 70" 484 Ib ft I #14 NDS WOOD SCREWS OR 150 psf 69" 66" 483 Ib ft j 4) Fyu//gar. F N/A N/A f1 N/A N/A N/A 2.00" N/A p r `�A.rlL 1 4" NDS LAG SCREWS �AS DEFINED BY ASTM E-1996 STANDARD. 160 psf 65" 62" 483 Ib ft L1 4I �'� T�`•. FLORIDA"BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) A`H4IE5: + EXCEPT THAT 3 5/8" SHALL BE USED L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ��• ••,F •'•,' 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA6W BY: GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. 4, 4A & 7A. 74 I.,MAX.ALLOWABLE PRODUCT SPAN FOR A ef' GIVEN NEGATIVE A.S.D.DESIGN PRESSURE C O, FOLDING SHUTTER CORP. W.L.�O�ATC17 11 E RATING. - ; • ��-1�`/, p TILUT TESTING&ENGINEERING COMPANY 7089 NEMSTREET PLACE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS 'Q'' ' �:' ,� OY Nw.JCU.SL,SLL]W R@G WIOei9,M1 3]ff6 WEST PAW BEACH,FL 33413 1 7-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT 9•'•. PMn.:Ewan+-+vo.+•.:Lsss)or+-m+ PH:-1400-643-6371 ,SPAN BETWEEN"L4'AND'L- Q ' A,''�� TN` e- 0:Olteco0ool.com mrlolGPGeh it-cam DRAWING No ,r�,; .,[0R1D, a EB-00967190 WALTER A TILL r Jr. ��"• LL3 .I fO.�TE FLORIDA Lie. 4ti67 uo+N+. m/m/n SHEET 13 OF 13