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HomeMy WebLinkAboutProduct Approvals Florida Building Code Online Page 1 of 2 I Business & Professional. e s Evil lsl Pt r - _ -- BCIS Home l Log In l User Registration l Hot Topic Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map I Unks Search �r! 17 Product Approval V -USER:Public User db' p Product Approval Menu>Product or Aoolication Search>AoplIcatlon List>Application Detail FL# FL17080-112 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived ❑ I 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 i Technical Representative Ed Heritage i Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 011���� ',' .&,? 'Qt. edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place v i, # West Palm Beach,FL 33413 COUNTY (561)209-7675 �}prs'cp c c edh@foldingshutters.com �1`� i Category Impact Protective Systems Subcategory Operable I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. Validation Checklist-Hardcopy Received I 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 I I I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 1 Florida Building Code Online Page 2 of 2 I Product Approval Method Method 1 Option D Date Submitted 08/17/2017 i Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 I i Summary of Products FL# Model,Number or Name Description i 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) i 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 Reo0rt 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes i Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyrlaht 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 i 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 (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: LMM Wn® ' M credit-cava i Safe: i htt ://www.floridabuildin .or / r/ r_aPP_dtl.as x? aram=WGEVX wtD v2aB PHPQQ... 2112/2019 9 GENERAL NOTES* 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY RW/BUILDEX. INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 8 14 NDS WOOD SCREWS OR 1/4'0 NDS TAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ)& 1609 (NHVHZ) OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES, Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 814 NDS WOOD SCREWS OR REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX (A.S.D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 THRU CB DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5.OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED,A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX DR 814 NDS WOOD SCREWS OR 1/4'0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SWILL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE.FY-33 KSI (MIN.) MATERIAL 2 STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE 8 10 x 3'.410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ENI BUILDEX TED(SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co. BOX 507.WEST CHESTER PA 19381. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF TIW 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 kei TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TEW/BUILOEX TE K SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED M INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS M BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksN MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS M WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEM 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 THRFADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN. Pc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. f c-3000 psi. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f 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. A7) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED 13Y 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,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLID SEF ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT EASED 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 A.1 &A.2 MOVE (D) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASEM C-90. USETH S LATTER THEENGISITS EGOF FlC RECORD, ACDRAWINGS FOR REVIEW. �AS GAENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT - 1/4'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID 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 ELOO CONSTRUCTION PRODUCTS. PREPARED R THIS DRAVANG BE B�gMIINIMUM EEMBEDMENT OF 1/4- TAPCON SHALL BEANCHORS S PER OR 1 130 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. `1LI6,11���Rtr�A p�11/1ZI PERMITS IN THE STATE OF FLORIDA TO OBTAIN B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE CONCRETE BLOCK UNIT. NO �A1, •••�'\V E,rs, •�••% FLORIDA BUILDING CODE(High & Non High Velocity Hurticone Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG 0 4416 ••� - ®2017 TIL]Eco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM o�BY. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. V 11.1. B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. mAzo/17 II ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE y :• L I E C O,.,. FOLDING SHUTTER CORP. IATE SHALL BE AS INDICATED ON NOTES 8.1 & 8.2 ABOVE. ��o �1( •L. , TILER TESTING&ENGINEERING COMPANY 7089 HDNSTREET PLACE MTy�` av,l uv Nn.>buV SL.Sw]W,xRaw w0n+x n A100 WcSf PAW BEM]I,IN]]N1] 1 7-082 (O.KOW.511 FN:1800 CK FIL 3 HAL a-mail:Gllecaeaol.eom �Joldngshullemm� DRAPING No A EB-0006719 WALTER A ic.TILUT Jf.P.E. �•e• �m m �r oo� onx P£.SE'ACJSIGNATURE/OATE _ FLOWOA Ale.a 441157 tlR la-o�s m/1C/+> $NEE7 1 OP 1] 1000• an• z91r• 1600' _ 1 '� �I.BJD• h SBfa' cit tJ11• y, 1 d g amu. 8 14W— p2•� az .00- gM1 g 9)1• Q! 3 we 1250' 11x8 S 1.11•f.'. •`°a - - _ (9 SLAT WINDOW Q L—END (EE9) MAYBE USED FOR ALLI0N5 LL PER 6063—T6 ALLOY 6063—T5 ALtOY —T6 ALLOY DETAWL ON SHEET J) o FEET OR HIGHER ABo c�E"s INTERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING —76 ALLOY SEE COMPONENTS 20.21 &22 ON SHEET J.) 2a5e• -lav .Dal- I.xs• 2te2' I eal• 2116- 2al2- .raa• zas7' r.99r .Dar 'r r-- '°m7• 17"' 126' � __ ba9090 $ 9002' .aaz• _A") .04'( L�c1 9000•11 O W jy B,ADER 11 MAX' B.0 _CEILING HEADER BOTTOM-SIU TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL,IHEAD TRACK 6063-75 ALLOY 606J-T6 ALLOY 601 ALLOY 6063-T6 ALLOY .Sao'� F.1 COMPONENT o b7 t2 —aaz6-0 13 2' 5"MAX25" 0.125" .0991- .asa- '' 16 2' 4"MAX. 0.25" 0.25" aa9 2' MAX. 0.062" 0.062' g ..µt•� ,�� RAIN HOOD I ALT BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD �J�"1�J ALUMINUM ANGLES 6063—T5 ALLOY 606J 716 ALLOY —T6 ALLOY 606J—T6 ALLOY �O —r.r1a ,O.�Jj� PONEN a 'S00� Itdty.`sF�T'. GALB:[ "'B� w FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) ` �„ �C •.,y ®eon ntteca INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0Pa6r.er: WL .171'8 ♦ ��**.w.c:.� 0720/17 V46"O-W ACETAL I L E C Q mc, 7099 HOI FOLDING SHUT(ER CORP. a ri THUMBSCREWS LOCKING TUBES 2«a i11JJ1 T3TI, 8mg.=a�HEENINaa Ca RPA1S,t6 PALM 1,S ,7–QBz FOR n& AT CENTERPIECE 9 CORNER POST ' p=•. ^�' �am;�,-,aaa'..•.�m- : ,� h;«9m b��6+aN. —�"'�---�- 6063-T6 ALLOY 6063-76 ALLOY (T,` .._ ��— tv;Aimt A.ROR 41.-PX- _FLORIDA r.PX-1 manor m: m. FLORIDA U.y 44167 m,a a• a sr a CY I3 1TNINp rz (JJ ROWS OF trmxlXl!AnNS! To mem !/4'0 HOLES TOFMATWa 0 EA SPACED 000 JIN BOTH OF Z-CLIP EACH SIDE TABLE 1: SOURCES FOR©O & 1 S0 DIRECTION$. r OF tINDOW(SEE TABLE 1J OPUDNS ISL.AYS 0 O 0 SLATS (M4P/oto TYPICAL PROP6R17ES STANGARD SAYERS4B/C 1MVLA— KNUCKLE 000 KNUCKLE aFtFnDv� ITIM/SCIENCE PIAS770 N( ) g00 LAPP) 20 LLCMAIWOLON 310!LE1G1N ILD RESIN. O 00 AL1 O00 WEWING SPECIFIC GRAIN ASN D792 0.043 ID/In 0.043 Ib/n 000 WINDOW MECHANICAL, O ro pAqFI•p glppGy TENSILE YIELD STRENGTH ASTM D638 9.400 p.eJ. 9,500 P.aJ. FLEXURAL STRENGTH AT YIELD ASTM D780 IZ500 ...I. 13,400 p.sl. D SNAP-LN END FLEXURAL MODULUS ASN D790 340.000 p..J. 345.000 p.aJ. O CUP TOP 0. )N ,G 1.000• �2 OF WINDONOOTCHTCH N ED IZOD ASD258 18 FT-Ib/in 17 FT-lb/in a g 2 ($EE TABLE 2) FIFtF R 1RNw-cHAaecrFRlanes• SMOKE DENSITY ASTM D2043 47.2 R 64.5 3 MAX y 3 to fG RATE OF RURYN G ASN D635 C-1 CLASS C-1 CLASS A SELF IGNRION ASN D1929 1040'F 980'( 1s1 SLAT WAIDOW SLAT WINDOW aO6O'TWCK WEATHERING: ASN G155 U2 C7 POLYCARBONATE HEWING TENSILE STRINGTN AFTER WEATHERING ASTM D638 9302 8840 p.a.L 2 W 1,4 WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASN 0638 8461 ..i. D.a.i. 11680 P•a.i. 1.000"MAX. 1,4 -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED h m N A M/MMUI(OF 24'APART. WITTY 12'MIN FROM ENDS OF SLAT TOP&BOTTOM. m TABLE 2: SOURCES FOR -GA$LAT MUST NEPER BE INSTALLED AWACENT pTINY TO ENTL'FPlECES 4O OR©•NOR AT CORNERS OF PRODUCT. ��� MA57ER I=CWS. 000 row_ mica 11WERRES REFERENCE BLACK NITON PART Qao �: ® UT WMDO(ELEVATIo1,W DETAIL 205194M Jg� O PHYSICAL < SLAYS / 800 SLAYS 20 SPECIFIC GRAVITY ASN 0792 O.G42 Ib/CII' N KNUCK 00 KNUCI( VIEWING MECHANICAL (Typ) 00 (TPP) WINDOW y TENSILE YIELD STRENGTH ASD53B 11.500 p.a1. 0000 (J)ROWS OF DuX1Do amw aado FLEXURAL STRENGTH AT YIELD ASN D790 15.000 P.51- 000 N 1/4'0 HOLES aKo' FLEXURAL MODULUS ASD790 450.0'30 p.a.1. QO IISAN SPACED �R g 1LLPAGD lrwn n8rtwrl J18-APART ° K a14' QO6p NOTCHED IZOD _ _ ASTM D258 0.6 FT-Ib/in To—T 60TTPJ /N BOTH T06{AT9PnU1 THERMAL PROPERTIES. - - - - - - - - mce DIRECTIONS Fnae psy r� COEFFICIENT OF THERMAL EXPANSION ASN D696 5.5UL0 a 1D fn/bI-'F 21 Z_CLIP G2 IN END CIDP MELTING ITFNPERATURE ASN D3418 S00?F SNAP— No BE USED AS AN OPTION FOR ALL 1NS15ALLARONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PFRFOR477ONS AS PER THIS DETAIL TYPICAL n SLAT WINDOW DETAILS -/74X4(2)WINDOWS MAY BE W ONE$IAT SPACED EVERY f VIEW/NG WINDOW Lac 211 . 22 CLIPS N 74'APART(MAX. VERY IO SLATS). TYPICAL ALTERNATE PERFORATED -1J"A 1 SLAT WINDOW ELEVATION (SMALL MISSILEr- �/�+= (LARGE MISSILE IMPAC ,YY' Z:``C ENS '••/ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ;• 140 A416 L� 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D��BY: • Y IV ' IL E C O SNL. FOLDING SHUTTER CORP. °'�°/" /Q DATE XF TILLIT TESTING&ENGINEERING COMPANY p.�puM��X13 PLACE 3m mu awcLxa.n a In �:t���t 17-082 c���(L� I wa am T ImI ------ — - --- --- - -- -------- � UEL 4`'\ tilt.;oOnel.Com'- —Jdd-aq.butk-- DRA%MG Ha ' EB-0006719 -- ----- - --- - _--_ PlALTER A TRLR Jr.PZ �°0" ---- - ---- 3Fld/SIfdA1(!RE/GATE---- -- -- -FLOTUOA ua_8"167 SID:EF 1.113 1 A I 4 1 Y 2 0r(3)W/ ,16 , 17 OR 19 4 OR 5 ® (2) tT ru w In ao USE (2) AT 30" 1 J• 0 2 • NOTES ON�S& LOCKING TUBES�$AT 4Q&QS . V, O.C. FOR PANS n X UP TO 99' 0 1.TWO(2)@S SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE(3) AT 30'O.C. AT 30' O.C. FOR SPANS UP TO 99'.USE THREE(3) FOR LARGER 0 FOR SPAN AT SPANS SPACED AT 30' O.C.AT MIDSPAN. COMPONENT MAY BE rVi, '� THAN 99'UP TO 744' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES ®OR®• LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBES SHAL ALWAYS BE USED TOP & BOTTOM AT N 0� i PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 jaulI t T SEE LIMITATIONS FOR ON SHEET 2 1 SEE END CONNECTION DETAILS - - - - ON SHEET 9 TFULL HEIGHT, FOR 6 , O, O-). 13 , O+ 16 CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O+ + 13 O O O 910 9 + 10 O , 19)+ 11 O UNLIMITED WIDTH TYPICAL ELEVATION 4 N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. rruru SEE SECTIONS 4 THRU 8 ON SHEET 8. IFlrrr SEE SECTIONS 7, 7A & 7B ON SHEET 7. 111'•�F,H A. Ti SEE SECTIONS 1W & 2W ON SHEET 10. 111 Q� .•• ��'Y".• SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. s1A CT:N..''•.•✓ SEE SECTIONS 7AW, 7BW, 8W & 14W ON SHEET 12. •••J S •=• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zona) ��•4416.7 02017 nLTEco WC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °�i°"�' 11.1- 07/20/17 FOLDING SHUTTER CORP. GATE L• i` TILLR TESTING t ENGINEERING COMPANY 7009 HEMSTREET PUCE d''� sL.sa 1m NMA OWW S n u1u WEST PAW BFACK FL 33413 17-082 V .c N6a e,, Vmu:t]m)an-mw.'rn.a(]mpro-,6n PH:1800-543-0371 /DAL 4" a-ma0:AL YJ1mto®poLLrom rmarol0impmhunmlaxom ORAHINC Na e' EH-0006719 _ W P:C•9EN/A0fA111RE/DATE FLOW.OA U 0 44187E 171 SHEET 4 0/13 POURED CONCRETE OR CONCRETE BLOCK WALL REOUIREO. OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL CONNECTION / �(NON-SL RAIN HOOD REWIRED. TRIM(DECORATWE HEAD) 0.060'THICK 5.5. (NON-STRUCfURR4L) (SEE SHEET 13) HOLLER HOUSING (NON-STRUCTURAL) (TYP•) 1.000' 2.500'MIN. Fig) MIN. E.D. / z / ((( (ROIJmERSN �� —_�—=� ODN*N CRON D2 ,r-----=�� �y %/// f/ ^ OPTIOHNAL OT / O.BSS•0(TYP.) (SEE SHEET 13) / Y (NON-STRUCTURAL) _ I /10 a 3'S.S. R 1 13 0.773'LW1G NriON 3/16•ALUM. 3/18•AL143.POP RIVETS. (2•x4.MAX.) BUSHING W/A 0.152' CONE• POP RIVETS, •S O 18.O.C. I $ L - LONG TOP SECTION 0 s00' 0.163•x0.270• O 18'O.C. %/% / I 9 �� a O.D.ANO 0245•i.d.AND 1/4-0 RW BUIIDEK °.030' 0223'IDNC BOTTON ULTRAFAB TAPCON W/ADVANCED SECTION 0.320'O.D.ANO WEATHER I MIN.SEPARATION I TN1iFADFORU TECHNOLOGY 0.245'i.d. STRIPPING EA POURED CONCRETE TO CLASS OR 1/4'0 ELCO (TVP.) SIDE(TVP.) OR CONCRETE BLOCK (SEE SCHEDULE 1 Or CONSTRUCTION PRODUCTS I 1/4'0 x 1'TE 1 / Or WALL REQUIRED. QN SHEET 13) ted$ CRETE-FUEX W/1 3/4' I S.S.U OR H NUT°•x 1' 3/16•ALUM. Qa,t & 1 �1 i NW.EMBEDMENT®6'D.C. 1 S.S.MS WITH Nur& POP RIVETS, 'C7 $ WASHER O 4'O.C. ®18•O.C. J or � I I VIII POURED CONCRETE I In I t OR CONCRETE BLOCK MIN.SEPARATION WALL REOUIRED. I r Of 1D GLASS T Or (SEE SCHEDULE N'2•t c / t � ON SHEET 13) `eJ' / I i N 1 ' 1 MIN.SEPARATION CLASS ON TaI POURED CONCRETE 4 f —(SEE SCHEDULE OR CONCRETE BLOCK �S 1 WALL REGUIRED. , I ON SHEET 13) I � Of w a (O1B1�N 1 Z 1 1/4'o x 1'TEK 1 �� B SCREW OR 1/40-20'.1' •9 ,$ I S.S.MS WTM NUT& J n I WASHER 0 4'O.C. /12.3'ss s.us.w/1/2 o TAaocn wj a 111 1 a� 1'LONG NYLON BUSHINGS THRFADFORM TECHNOLOGY (SEE SH cT LON BOTTOM).AND J/4• WALL FACE MOUNTING INSTALLATION CONSTRUCnON PRODUCTS 13 (SEE SHEET 13) LONCQYP•TOP),EXCEPT AT OR 1/4'0 r 1 ROLLER HOUSING(TVP.) SECTION-2 MI�dEB INfWp/B•/4' ' (2•a4•MAX.) C. WALL FACE MOUNTING INSTALLATION 0,50 MCHOR SECTION 1 v2-1 'A°N° - SPAGNG O O O p GROUTED i-BLOCK REQUIRED 1.000• 2500 MW. (NW.If'-2 kai GROUT)OR MIN. E0 POURED CONCRETE � IXISTINC NON STRUCTURAL WALL TRIM(DECORATIVE SILL) O O 6 ANCHOR SPACWO STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL E0 6 ,,..rrr.., MOUNTING INSTALLATION AYY1111�P���C�NS`� MAX.A.S.D. DESIGN PSECTION 3 ECTION3 +65.0, -90.0 PSF INSTALLATIONS DETAILS INTO CONCRETE /1I & CONCRETE BLOCK '.,� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. 110-44167 ®2017 TLLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM o��By NOTE FOR COMMNAl10N OF SECTIONS: * E.D. = EDGE DISTANCE 07/20/17 IN MOUNTING SECTIONS CAN A COMBINED (SEE SPECIFICATIONS ON SHEET 13) Q 1 L E C 0m., FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. :_ S /; (V e11�� TLLLfT TESTING&ENGINEERING COMPANY 7068 M BEC ET PLACE ass x.W.aUl.at.a =%, urmTYc.I,alae W.Z-'T PAW BFAl71,R J311J 17-062 r,� 111 Pnu. �am)m I-IaYo.ra.i(aW}Ya.-tall PH:1800-643-5371 _�OI{IAL 1G�V - ad:GllecoOooLcom �rfoWinpaGWen.wn GRAVING Na 19l1 6 EB-0006718 en.r males ua m.r oawma nu 1 SEE-LIMRATIONS FOR_®ON SHEET 2 \'/ALTER A.TILUT Jr.P.E. m n-ou mpa/n l SHEET 5OF 13 --—--- --__----_-- _ __ _-P.E SEAL�51&7ATURE/GATE FLORIDA Lim a 4x67 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' L BOLTS W/NUTS&WASHER O 8'O.C. 0.060'THICK S.S. 1 POURED CONCRETE OR ROLLER HOUSING ' MIN.SEPARATION MIN.SEPARATION CONCRETE BLOCK WALL TO GLASS TO GLASS REQUIRED [—(SEE SCHEDULE (SEE SCHEDULE OPTIONAL RAIN H000 aN SHEET 13) Of CONVECTION 04 E0. EO. (NON-STRUCTURAL) ON SHEET 13) 1 Of (SEE SHEET 13) E T V, If I0x3'S.S.S.M.S.W/1/2'0 ALTERNATE 3/16'ALUM. T ZW ALTERNATE 3/16'ALUM. x3/4'LONG NYLON BUSHINGS POP RIVETS O S'O.C. POP RIVETS O 5'O.C. f pin / e yp.TOP)AND 1'LONG(Typ. AT REAR. AT REAR. BOTTOM).EXCEPT AT ROLLER ' HOUSING(TYP.) W / (2)NYLON I `�! r%La a'ROLLERS • W 10.855'0(TVP•) II ) n ,0 -9 I 3 E0.EO 8 i 6'ALUM.POP RIVETS n3 3/16' M.POP RIVETS S 'LT NATE O 10'O.C.BOTH SIDES O'10'O.C.BOTH SIDES LEG&ANCHO 3/16'ALUM.POP ORIENTATION B RIVETS 11 18'O.C. EO. E0. '10•J'S.S.S.M.S.W/ 0.373'LONG NYLON Mr.0.163. FTMIN.3/4'PLYWOOD BUSHING W/A 0.150' MIN-SEPARATION 0.27010.O:A' / MIN.3/4D'PLYWOOD g 1/2'NLN. REQUIRED LONG TOP SECTgH 0.500'' TO CLASS ULiRAFAB O.D.AND 0245'i.d.AND SCHEDULE WEATHER 1/4'0 TAPCCUS OR 0.223'LONG BOROM STRIPPING EA 1 Of ", CRETE-FLEX ON SHEET 13 ( ) Ate,T N 8 ANCHORS 6'O.C. WASHER k NUf O 10'O.C. SECTION 0.320'0.0.ANO ) SIDE TYP. 'C7, 1/4' R&BOLT W/ (TYP 0.245'Ld. EACH SIDE 1/4'THRU BOLT W/ go N HER&NIlT O 5'O.C. - 1/4'0 TAPCONS OR POURED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL Of REQUIRED 2'x4'OR 2'x5'x1/8' POURED CONCRETE OR 5'.3'x1/8'6063-T6 COM. ALTERNATE 3/16'ALUM. ,.(),.T 6063-T6 CONT.ALUM. CONCRETE�DCK IY7� ALUM.ANGLE OR BENT PLATE. AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING POP RIVETS O 5'O.C. SECTION 5 INSTALLATION SECTION 6 u �� MAX.A.S.D. DESIGN PRESSURE RATING +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF d 51 u 8 ^ r 3/16'ALUM.POP RIVETS 0 ' MW.SEPARATION •z ^ice 10'O.C.BOTH SIDES f0 CLASS ___ __ 1� • O (SEE SCHEDULE ON SHEET 13) pp N N Of ALTERNATE LEG W / E0. EQ. ( ORIENTATION T CONNECT=C3 ALTERNATE LEG (SEE SHEET 13) &ANCHCR u t/ �� ORIENTATION 1/4'0 x 3/4'TEKS SCREW W/ / POURED CONCRETE OR 5/8'WASHER OR 1/4'.3/4' ak CONCRETE BLOCK WALL BOLTS W/NUTS&5/8'WASHER 0 REQUIRED 4'D.C. n BUILD—OUT FACE MOUNTING INSTALLATION ODNNEMIO.' N 04 SECTION 4 (SEE SHEET 13) % o / EO. E. 1/4'0 x 3/4'TEKS SCREW POURED CONCRETE OR OR 1/4x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL &5/8'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED BUI D Af�A� <-.rMOU T G INSTALLATION 1TEli & CONCRETE BLOCK L ,` SCALE N.T.S. �Y,, '••V AA (BOIIW FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * 7 NO.44167 't ®zo17 nLTECO INC. TITAN TI FOLDING IMPACT PROTECTIVE SYSTEM °RA""�' E.D. - EDGE DISTANCE WL 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 07/20/17 IN ANY WAY TO SUR ANY INSTALLATION. �®; IL E COC ,,,�, FOLDING SHUTTER CORP. DATE f �•Q TILLIT TESTING&ENGINEERING COMPANY 7089 MOb7REET PLACE �: .t G.+•ttb.GGE.EL.91x.GGE.NRCdG4 G.EDF.S M1]LIGE WEST PALM BEACH.FL 33413 = s '••..... • ��i M•,, Lxe�,-ts0.re,TSE)T•_1E]1 PH:leoo-a43-x371 17-082 T SEE UMRATIONS FOR ON SHEET 2 �w`�\•ILIt - L�ulLt-0.B can ..b.eolG:ganuauacom ORA9w0 No `a WALTER A TBUT dr.P.E. Dern® -------- - - �_� om xn FlDR10A Lie. 44267 , m M-Ea m/n/n a SHEET 6 OF 13 sFAL'151GNAIURE/GATE---- - --- — 8 MIN.E0. IEO/ POURED CONCRETE Ct1t1EC(pN CS REOUIRED (SEE SHEET 13) 0.050'THICK S.S ROLLER HOUSING OPf10NAL RAIN H000 (NON—STRUCTURAL) (2)NYLON �` ? 810.3'S.S.S.M.S.W/1/2.0 ROLLERS 0.855'0(TYP.) �3/s'LONG NYLON BUSH GS e (iyv.ioP)AND 1'LONG(Typ. I B BOTTOM),f7(CEPf AT ROLLER - HOUSwG(mJ BIO.3•SS 5 M.S.W/ 0.373'LONG NYLON -3/16'ALUM. BUSHING W/A 0.150' i POP RIVETS. I LONG TOP SECTION 0.500' ) O 18'O.c. O.D.AND 0.245'Ld.AND E CONT.0.183.0.270'•0.030' 1 0.223'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320'O.D.AND I STRIPPING EA SIDE(tYvJ 0.245'Ld. I T O! TT (IYP) ®T 4 TONT��ON w I (SEE SCHEDULE— ON CHEDULE 1 ' 1 r��SEEPSC`EUE ON SHEET 13)1 or OSHEET 13)I ®1 I �' MINTO GLASS SE ON 1/4'0.1'M SCREW OR 1/4'-20'.1'S.S.MS WITHFrl� (SEE SCHEDULE OPTIONAL RAN GUARD\ NUT&WASHER 0 4'O.C. ON SHEET 13) i or (NON-STRUCTURAL) [ t ALTERNATE 3/16'ALUM. POP RIVETS 0 5'O.C. I OPTIONAL RAIN GUARD AT REAR. I (NON-STRUCTURAL) IHILL i ALTERNATE 3/16'ALUN. 9 LOGnON WRH ng Tr EG �3 POP FRIVEFS/ O 5'AT o n a '? 3/16•ALUM.POP RIVETS ANCHOR of b� CONNFS�110l7 C7 n 9 O 10'O.C.BOTH SIDES (SEE SHEET 13) 5 n 3/16'ALUM.POP RIVETS O 10'O.C.BOTH SIDES EDGE ED. EO. SLAB OCABLE / EDGE GF POURED CONCRETE SLAB IF REWIRED GO APPLICABLE (SEE SHEET 13) / E0. EO. POURED CONCRETE POURED CONCRE1! TE REQUIRED. •MIN.ED. REQUIRED COIQE7LIION CE •MIN.E.D. •MIN.ED. (SEE SHEEP 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BIL'WK; ---, SCALE. N.T.S. ,V .•••CES "C FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) NOTE�R COMBINA�ON OF SETONS: 71c E.D. s EDGE DISTANCE ` No.44167 y 02017 nLTEto INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °PAIL��' 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ;*' 07/20/t7 IN ANY VIAY TO SUPT ANY INSTALLATION. ST - OLDING SHUTTER CORP.TiIL E C 0�„,. DATE k •'• 7 TWT TESTING&ENGINEERING COMPANY 7089 MFLSIIiEEf RALE �y 1 SEE LIMITATIONS FOR®ON SHEEP 2 .ti .� "•••Nn.san.sL,sr. wow�w¢aa,ai aslm Id00 5 3 17-082 ••........• 1 aa...(�]mTN1-196,.1L'.C ]ni-� i WEST P�lL1�o-F/�CI1 3341 -_—_ - aU It.. "N �w o DRAWING Ne S����( 11 _ 1 WALTER Z TILUT1B,P.E. -- - -- -- -— --- .,,p,('r k'FACf9GNATURE/DATE--- - - _-- --FLORIDA Uu/_4.167---- m 13w�• wrw" m SHEET 7 OF 13 POURED CONCRETE OR GROUTED CONCRETE SAGO•LA)L BLOCK WALL R=RCD (SEE SO WLE) a SPAN TUBE f+FR SCODUIE PONS OF 1/4-0 TAPCONS /(U�ICHCRS(W.)(SEE SO OWLE) X X / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) Tk Ar:•oA.IDNWNCNAU.Y. 0 0 0 _�_---------0 02 ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS SPAN nN¢��xlaAulE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE TUBE W0 Ta ALLOY o 0 0 o O SIZE PSPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM +/4.4.3/4.TOC SCREW •TTP. j TUBE TUBE TUBE L 4n6D' 106.0" 8' �' 1111/{1 IFNCTN 312'.1/4•.LDH z� TBW ALL ANGLE 608]-T6 ALUM ANGLE Ig 2"x4"x1/8" 96" 85.0" 17 10 (SEE SCNEDULFI (SEE SCHEMUO y ANGLE 9 144" 69.0" 13 8 £3'.r °fi7 Rte•) •4• 80" 117.0" 17 10 ]1w w >H 211/{1 LENGTH w 0063-TB AWLL ANGLE p r p r 4 1n' 2"x4"%1/4" 96" 110.0" 21 12 RD (SEE s UUO H Em 0TP) 144" 91.0" 21 12 �/r SPAN TUBE LEN 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELEV�a1nN )TUBE AT TOP) 2"4%1/8" 96" 100.0" 21 12 SECTION X 144" SrALc Nrs 61.0" 17 10 SPAN N9E LENIN cainPa 80" 124.0" 21 12 yL 'W 1/2•^P• 2'x6"x1/8" 96" 114.0" 21 12 144" 93.0" 21 12 ZIc VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE TANGLE ]12 '.7/41 tENCM r 3'14'•.r]',T.r SHUTTERS HEIGHT ABOVE k BELOW DOES NOT EXCEED THE LIAX. PRODUCT SPAN 606]-fi AWL. (s[E sc1RDUTE) Ifarb-in¢1/ CI{1 1�R14Lx 7 / s SHOWN ON TABLE 1. Y / Ya TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS s e Q�/{•TTx SCREWo o O O O\ I SIZE PRODUCT SPAN LENGTH EA. END PER END OF TUBE ------ ------- SPAN \ SPIN TSA PER SCFEDIIIE - --- -- ---------- ' 602 7/a•,U.LENGTH ANG 606]-TB/11e! / / / / E06]-T6 ALML AM1LIE (SEE SCHEDULE) 60" 76.0" 13 12 (6)+/4'a 3/a•TFX9 SCREW a 2"x4"x1/8" 96" 60.0" 17 15 6-000'WL AT 2'OA.LONGRUOPLLLT. 4•M.SPACING SPAN TUBE PER SCHEDULE POUREDCONC RTE (sEE saIQDLE) BOWEEN AHCIORS DNP.) 144" 48.0" 13 12 LN GROUTED CRETE (1)RGAS Di 1/aY TAPCOtS eLocx WALL REOUIRCD Atxllon(TTP.)(sEE saEWLE) TYPICAL ELEVATION fTUBE AT BOTTOM) 80" 87.0" 21 18 sTx,c N s SPAN TUBE MOUNTING INSTALLATION 2"x4"x1/4" 96" 79.0" 21 18 SECTION Y 144" 65.0" 21 18 (6)V4.,y/{•TExs saRen 4+n'E°. �+T Tuet UN _ a Y os.LwGI uou ur. ]14•Nx]606 w AUAL N �.> ° 1/1•M 80" 77:0" 17 - - - 15 -- IFNGIR SOS]-T6 N.UY.ANGLE (3)ROS OF T/4•A «SG"muLE) I 2"x5"x1/8" 96" 70.0" 21 18 TAPCON6 ANCNWS w tM.)(SEE SCIDUIE) p 1 144" 57.0" 17 15 / 80" 88.0" 21 18 '9' IN2"4"x1/8" 1 96" 81.0• 21 18 V Z Z r i a& 144" 66.0" 21 18 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE /4'•°3/4 YEN SCREW - -------------- OR GROUTED CONCRETE BLOCK WALL E.000'MA%. 0 S•0.a (SEE saoeln O O O______________O O O DLRSCALE:N.T.S. SPAN TUBE PER SCNFDUE 1 E PFA SCNEE 6.T-T6 ALLOY I O O O / O 0 Tis1r� NAx.A.S.D.DESIGN PRESSURE RATING-±72.0 PSF :I�EN"4T1.6O6]-T6 / d ANT, i`•'js� b^ FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) ALIBI.ANCE p (SEE SCEDuLe) 0 ton RLTECO INC. DRWN BY. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L.t I 44167 y POURED CONCRETES pT IL E C O Iwo. FOLDING SHUTTER CORP. °'DATE" OR CONCRETE ENING WIDTH r BLOCK WALL REQUIRED TN'w]'O'w T.21t/C Q �•,Q�� TIWT TESTING k ENGINEERING COMPANY 7069 HOASTREET PLACE (6)1/4••]/4'RENS SCREW LENGTH COB]-T6 ALUM.ANGLE TYPICAL ELEVATION LTUBE AT MIDHEIGHT) •" '�/�•••• .•oF�I P`.•'• �C,�,' °�Nt.wu.a•6LL rs.WRCAu cAR6trs.n aTIN ^�ssi PAW eEA[x•FL 7]4t] 1 7-082 AT 1'O.C.IDNCLUOAULT. (FS SCMEOUIE) 1 ( .. .. PM"nail" .Fu,(]61pT1-,0.11 PH:Teo°-eN-8371 ---- - .- 9719 _. _SPAN TUBE MOUNTINGS INSTALLATION ATION SrNEe •ss/ •• •'G\'C�11,1T EB-0009G.m.Rom ....raerrNa,Hm7.r.wQ, DRAIRNC No -T-SEE-UNRATIONS FOR G ON SHEET 2___ WALTER A IILLIT Jr.P.E. SECTION Z - - -- - ---- -"P.c.9_• SIgNATURE/DATE FLowoA LN:.p 44Te7 want sxE[f a of u 1/4'9.1 3/4' MOT.E.O. TAPCONS/CRETE-RD( y (SEE SNEEF E1a511NG GLASS ANCHORS O 16'O.C. 13) EXISTING STRUCTURE 5.73e•STRUCTURE (SEE 9TEEf 13) EXISTING _ SfRUCNRE 3/8'07NR5,°E° �Q T 7/16'POP TENETS OR O CENTERPIECE FOR i T FCaVs CREfe I [_FIFX / 13 is'O.C.3/` tERs o 1 (TIP.) 1 ANCHORS o 16•O.C. f /18'POP 3 1 or 1 or 1�t or OR 1/413/4• } I TExS m 16•o.a WALL FACE or 1A 1 WE END CONDITION 900, 18 eo.o 90.0* 2 \\ / 90.0' 3/16-POP TENETS OR 8 4 SH WN 1/4•.3/4'TSXG9(LEMS INTERIOR Um b / OR DITERIOR) EWER10R cm NNE 1) (2l FSl m 3D IOC m (2)O O 30-O.C.m + uj' MIDSPAN F UP TO 9B' UIDSP FOR oP TO B9' SPAN&(3) s O W. / SPAN&(3) m 30• MDSP FOR UP 1 HORIZONTAL SECTION 20 °,0014;—SPAN(FTTH a TO 18 SCREW1MAY BE QeCFHLI 6— e HOftQaNTAI SECTION SCFEV MAY BE INSTALLED eOERIOR OR ElaMOR) (LEVERS INIMOR / /i6'PDP TENETS INTERIOR OR EXTERIOR) \`Vy (�S DMIOR) OR DaGOOR) r °R V�•3/4• �C NAY VARY AT LIST STAT AT TRAPPm UiSU(1AT10N5 \\`V 6o�T6�11�ANCLE \ TExs m,e oc. 4 OR 5 ¢ OR � TAPCCU/CRETE-RF)( SHO�WI��JJ TAPCON/CRETE-F1FX SHOWWNN \ 3 T SEE LIYfTAT10N5 FOR tO ON SIIFfTT 2 ANCHORS o,B-D.a To \ µCHD01USTINGISTRUCTURE� / EIOS7ING SIRUCfURE ERISTING STRUCTURE RE /2 2 a1,/a cGNr. MIN. fio6]-le ALLOT ANCIE END CONDITION \ 3/16•POP RMcP' E0. E0. OR 1/4'.3/4'1EIf5 DR EXISTING STRUCTURE , END LOCK ANGLE /4 712"/ W/ END LOCK ANGLE '/4'm/44 O.C.� NOTE 1 HORIZOVAL SECTION HORIZONTAL SECTION Y.2'.1/8.6067-T6 1/4•x 3/4'TEN COWL ALUMINUM BENT ANGLE SCREWS ATTACHED TO ONE ONE LOCKING TUBE, PART i SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE o s'O.C. INTERIOR CENTERPIECE PTC# , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE B'. A (2)0m 30.O.a m O UIDSPAN FOR U�P�TO 9B•- SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100` OF THE TIP SHALL BE SQUARE, SPAN&(3)p3 0 30' - 0.357'x0.357'AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.a o uoSPNTI,.UP TO 1"'SPAN(THUMB INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE 9AfA= A 0.200` LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR DaEn°R) OF THE TIP A SQUARE, 0.475'x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 ORI:3) ALUMINUM LOCKING TUBE (08 , A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 1001 18 SHOWN MPIECE, 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 @. THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVEROR SR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 300• �.T� SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (") HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR l�J (OAR E�70ERIN LORI R WWNN SHO I�sF77AAiAi���� ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL T�I..((` A.TI( HOR17ANIAL SECTION T`-,. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ,�• ®2017 ILTECo INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DAN BY. ILL INSTALLATION DETAILS INTO CONCRETE. N 4416 CONCRETE BLOCK & WOOD (AS APPLICABLE = IL E C O nNe. /20/17 FOLDING SHUTTER CORP. °'UTE DATE •;•7 _"!_~ TllllT TESTING&ENGINEERING COMPANY A (�R esss W�n.sen sl.sa.3m.vaGR.A mAaou.n.u,e. BA�PALLCµFL X13 17-082 PH:, -94 ----- ''• OR10` :s`V`V,� ,.a- IDD3 m -6]TL L l:W4eo0aoLerom .PK u,9.tveaenmR DRAMUIG No _. ___ -_ '••........'• e11 ES-0006719 oea ed --- [ma n WALTER ATI 6 44 P.E. m••• . FLORIDA U.B 44167 ar/../n a SNCR 9 OF 13 . a NGL � AwuwLlu ANGLE BARD-00 Noutrt PER SECTION t,SHEEP 6 A ALUMINUMANGLE 7/16•POP RNEIS. L2" 2' 2'a •1/8' EACH LEG OF 2•.Z' AMINUN ANGLE ANGLE ANGLE LEG MAY FACE AWAY FROM OPENING (AS 0j1W OR TOWARDS G oPEnPIC.HO A„CIb�S REQUIRED TO HOST STRUCTURE IV �9 BU6D-OUT MOUNT PER SECTION{,SHEET B (Z)7/16'POP RHOS, EACH LEO OF 2'a2' ANGLE ALTERNATE WALL EXTERIOR ELEVATION ANBD SILL AND AT AHEAD LTERNATE PLAN VIEW A—A MOUNT FOR ONE OF PRODUCT OR BOTH ANGLES �\ 0 0 e l OPTIONAL SIDE ANGLE 6- V• 1 MUM FOR SECTION ti SHEET B)OR 3/1 POP RrVErS PER ANGLE N2MA /Ba, TUBE BOTTOM OR TO WALL (Z REQUIRED) (2 1/{'0 TAPCOT/ -REI,ANCHORS IA ANGLE TO SLAB 0 g TAPCONS/CRETE-FEND PIECES FLE% END OR L OT 6E MT ANCHORS O fe'O.C. `J •SpO, ��p 7/13'POP wvETs OR Exls,wc sTrLucTUaE /4' 2 O.0 -- -- - Y 1/2-MIN. CORNER POST T ISOMETRIC EDGE OF CONCRETE SLAB (TTP. P AND BOTTOM ) QUID PIECESOT BE MT 2 TRAPPED END CORNER POST CONDITION Wj FLAT END HORIZONTAL SECTION \\ �{... Tfi-1� �� .•'�•\'�1fT3� - FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ®2017nLTECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N�= -T CONCRETE BLOCK & WOOD (AS APPLICABLE i .`� �- IL E C o�Mo. FOLDING SHUTTER CORP. 07/20/17 ap IDATE TRLT TESTING @ ENGINEERING COMPANY 7039 HENSTREET PLACE �Jt, R •l: 6x115="5 oel.m,�-,= PAW BEACH..1. WEST PABEACH.FL 77417 17-082 •f`CC•..... .ty aaw.Fa.:(amP„-,s], PH:1800-647-6771 •1,.J o-m l:(l ,Ot006719 emood.wm ,.e�lo'EingNNt<rawm DRAWING Na ee-0 _—_ ____ _- ___ ,•�" WALTER A.RLLD Jr.P.E o.0 an,r mono ova m.r oum,oa FLORIDA UC.0 44167 , m,s-e,. m/m/17a SHEET 24 OF 13 -- _ ______________ i II` WALL F985H \\ OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FINISH / QQ a.D6D•THICK S.S. 010.3•S.S.S.M.S.W/1/2.0 a3/4• « X ROLLER HOUSING LONG NYLON BUSHINGS(TyP•TOP) CONNEGIM \ AND t•LONG(W.BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) 0.060•THICK S.S.ROLLER HOUSING OPTIONAL RA24 D (R)OLNYLONLERS I —— — a (NON-STRUCTURAL) (1.855'0(TYP.) 21{'CONT.WOOD ' \ 6 HEADER REO'D. e10 a 3'S.S.S.M.S.Yl/ 3/16•ALUM.POP 0.773•LANG NYLON COM RNETS,O 18.O.C. CONNECTION Cl BUSHING W/A 0.150• O.I 83•.0.270' LONG TOP SECTION(1.500• 0.030' O.D.AND 0.245•i.0.AND ULTRAFAS 0.223*LONG BOTTOMWEATHERGr \ SECTION 0.720. OA.AND 01 STRIPPING EOL t , I 'J` 3/16•ALUM.POP 0.245 t.d. SIDE(TYP.) 18 �_w RNETS,0 18.O.C. 1 f MIN.SEPARATION qq5 ' -INroSEP�N 2•A4'CONT.WOOD SI's HEADER REO'D. TO CLASS —(SEE HEFT 1) 1 or (SEE SCHEHEFT ULE13) 1 t aJ�. ON SHEET 17) �1 ON SHEEP 13) ®1 �N 214'COM.WOOD ' PLATE REO'D.� 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 0 CONNECTION Ot ``1t11`111 , WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR ON SHEET 2ITAN II FOLDING IMPACT PROTECTIVE SYSTEM ® ®2017 NAND o INC.wcDRAM. BY. NOTES: NO.441$7 "L NOTE FOR COMBINATION OF SECTIONS: 07)20/17 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ;.p T, ; 'L E C-0,„�, FOLDING SHUTTER CORP. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED _)l� p 7on9 HEMSIREET PLACE DATE IN ANY WAY TO SUR ANY INSTALLATION. 0 Q TILUT TESTING&ENGINEERING COMPANY WEST PALM BFAC7, R 71{17 �,, eav H.r.M a,.a,.aas. w cuooa.n.m,w 17-082 �n., pq \�,,v` P.aw Arm,_1sm..m,L.wPn_,m, PH:,ADO-841-1177, (� d:Hlteeo00W.e0m M.faldingaftutterse0m DRAWING No •• ��11 EB-0006719 WALTER A.nLUT Jr.P.E. ,r'•�' u�na oa,a a,r.r Ana nn FLOPoDA U.f 64187 m u-m6 -171 a SHEET 10 OF 13 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. / 1 .)E)aSnNG WOOD BEAM I REQUIRED�SfRUMRAL ADEQUACY OF CERTIFIED B WOOD T E F TO BE ` ENGIEER BY REGESARCHITECT �< ENGINEER OR AACMTECT PRIOR / rV+ALL FINISH RO 611 FRO'MOCKG. ?SEE LIMRATIONS FOR®ON SHEET 2 To PROOuCT INSTALLATION. E+' 2'x4CONT. I .49100'.CIION C4 %// / WOOD HEADER RED 0. E0.ED. OPTIONAL RAIN HOOD MBINATION OF SECTIONS: NOTE FOR CO1 (NON-STRUCTURAL) $ /10x3•SS.S.N.S.W/1/2'0 x3/4" 1- MOUNTING SECTIONS CAN BE COMBINED COfflarr DN C5— LONG 5 \, 'R LRMUR SHINGS(TYP.TOP) IN ANY WAY TO SUR ANY INSTALLATION. 3 TYP.BOTTOM).EXCEPT SING(IYP.) NOTESc HOOD ' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO /j — NON-STRUCNRAL) s + ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL e I`rTyT� 1i ,-, - 3/16'ALUM. I _ _ I 8 �P Po�S• /10 x 3"S.S.S.M.S.W/0.373'LONG M'LON �-' -,� LL-1" O.BUSHING W A 0.150'LONG TOP SECTION ALTERNATE LEG - O 1B•O.C. / I 3/16"ALUM. I LOCATION TONT. B500'OTTOM O.D.AND 0.245•i.d.AND D.224 LONG POP RIVETS, (SEE NOTE') 0.163"x0270"x0.030• BOTTOM SECRON 0.320'O.D.AND 0.245•f.d. i I O 18'O.C. ULTRAFAB WEATHER 1 M•) MIN.SEPARATION STRIPPING FA 510E To GLASS (TYP-) I I (SEE SpIEOULE 1 or t� `y ON SHEET 13) _ �/ MIN.SEPARATION Or Qg t V YU+.SEPARATION y TO GLASS I I I y 8 TO Goss I I (SEE sO1EOULE I 1^ (SEE SCHEDULE ON SHEET 13) ' Zl or '3 ON SHEET 13) 1 or Q� t .. at 18 I I ) or a t 3 ALTERNATE 3/16"ALUM { ALTERNATE LEC _ . I POP FIN O 5"D.C. = LOCATION OPTIONAL RAIN GUARD _ ALTERNATE LEG AT REAR. (SEE NOTE•) I i (NON-STRUiRAL) LOCATION i I1 I 1 L _ F�-;?(- •) I 1 r_� II ALTERNATE 3/16'ALUM. 11 LLjj, II 1 I 1I POP I—O 5"O.C. I I , AT REAR. WOOD PCU I F___#___�_____;_ II m Y' IIT-1I—f'—yyI I oo e e �' y REO'D. I I �13,1, -______ ____ IN C ALUM.POP RIVETS /IIS n I 9 -------'-- p "� O 10,O.C.BORT SIDES w 3/16'AWN.POP RIVETS 0-10'-O.C.BOTH-SIDES. Q EO EQ. a OECN REDUIWREDD D. 2'x4'CONT. 11 'I .� !1 11 I (NO FINISH ALLOWED) 1/4"o x 7/4'TEKS SCREW WOOD PLATE /1 L/4'o x 3/P TEKS SCREW `ll ll '1 lREQW I OR 1/4'x 3/4'BOLTS W/NUTS D. W/SIB'WASHER OR y 1 I I &5/6"WASHER O 6"D.C. CONNECTION GO i I 1/4"x 3/4'BOLTS W/NUTS& ' `1 ' Q018�N 04 ` 5/8 'WASHER O 4•C.C. 2'MIN.ED. 2'MIN.E.O. pp I CON>MCTION V+AU.FINISH WALL OMSH BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4AW1II(1CftT0M) SECTION 7W SECTION 4W .1'IaQ��.•' `T✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE• :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TRTECO INC. DRAVN BY: IO.441 B7 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W.L. INSTALLATIONS DETAILS INTO WOOD / 7[, 0720/17 SCALE N.T.S. m EC C 7089 U DATE TIWT TESTING&ENGINEERING COMPANY WEST PAW BEACH.FL 33413 (v 4313 HY.]4lA St.5LL]AT,YFCMA r+A]oa.R=I. PN:160E-843 FL 3 7-082 ( pp11 P;: �/ ; vxm.I(e�)x)1-ICU.Fm,(]W)8)1-I:JI O/r//•�•••.,OTT 1 •. t -m 2:GlleeoPool.com u•n•.fola"s5oLtem.eom ORAUNG No SS ••• tl EB-0006719 WALTER A U. 0 Jr.67 �•w R�10 FLORIDAORIUc.dµ1W m/m/,x xn SNECT 1I OF 1J SEPARATION I I 1 7x TO GLASS MIN.SEPARATION 8 (SEE SCHEDULE TO GLASS of ®I t "N + ON SHEEP 13) 1 �' (SEE SCHEDULE _ I ON SHEEP 13) �H Of _ OPTIONAL RAIN GUARD I I (NON-SIRUCTURAL) 1/4• .1'TEK I + ALTERNATE 3/16'ALUM.J n . _SCREW OR 1/40-2011' POP RNEIS O 5"O.C. S.S.YS WITH HUY& AT REM. WASHER O 4"O.C. 9 n •n 3/16'ALUM.POP RNETS n x O 1o'O.C.807H SIDES EDGE OF SLAB _ IF APPLICABLE _ EDGE OF SLAB ALTERNATE LEG -I n ^ WIQ7EZfION C7 _ IF APPLICABLE ANCHOR LOCATION (SEE NOTE•) 14� --'�- 216'MIN.WOOD -- -^- DECK REQUIRED (NO FINISH ALLOWED) BION DB EDGE OF 2•MIN.E.D. SLAB EDGE OF 2"MW.E.D. APPLICABLE SLAB IF APPLICABLE t SEE UIdfATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION - SECTION 7BW (BOTTOM) 1 YtN.E.D. 1•MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 2•a6•NLN.W'000 DECK REQUIRED 1- MOUNTING SECTIONS CAN BECOMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALLATION. MIN.SEPARAnON FLOOR MOUNTING INSTALLATION 214•CONT.1Y°°° TO NOTES: PLATE REO'D. -T\ (NESCHEDULE OSHEET 13) SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T ' WAIL FINISH (3)5/16'0 LAG 2• �- or Q91 t E o 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN W Duni SCREWS W/2 t/2'uIN. MIN.ED.� PRESSURE RATING & SPANS 1'.{ PENETRA710N AT MIUMDTH (27 OF RAFTEB/TRUSSES 6°83-T8 CONf. W \ ALUMINUM TUBE [ 1/4•.4"(606}T6)FULT EXISTING 2X WOOD 1- k $ PLATE W/1/aro xl'TEK TRUSSES OR RAFTER 27x4'MIN.WOOD - SCREWS O 6'O.C.IN O 500' AT 24•D.C..61x. STUDS O 16'O.C. Bflx4"(TRUSSES OR 1/814'(6063-T6)iIAT 1 rim" PLATE W/10 4 a1'D.C. ♦ ,. (2)1/4.0 TAPCON OR 1/4.0 CREPE-FLEX ga SCREWS O 4' .IN ANCHORS OR#14 NOS WOOD SCREWS OR 1/4.0 BETWEEN TRUSSES EDGE(IF APPLICABLE) NDS LAG SCREWS AT IAIDWIDTH OF FA STUD W/---/ / 1I 1'1 I•Q .., 2 1/2•Min.THREADED PENETRATION INTO .CD I ' i t�.l 1 �) 1 / STUD 1 1 1 RE a R 1/TEK - (2)NYLON 1/4'MAX.PLYWOOD EXISTING SOFFIT L SCREW OR 1/4'-20 a 3/4' ROLLERS � O-�`EO' SS.BOLTS W NUTS& X810.3•S.S.S.M.S.W/1/2'0 x3/4•LONG 1 vuslER®s•D.C. 0.655.0(TYP.) NYLON BUSHINGS CW.TOP)AND 1•LONG tL I 1/4'0 x 3/4•TEN / 8 v .)BOTTOM).EXCEPT AT ROLLER HOUSING L o SCREWY O 6"O.C. #'°''•S.S.S.M.S.W/ MOUNT TO WOOD STUDS MOUNTING INSTALLATION BUSHING W/A 0.50• I I I �r LONG TOP SECTION 0.500• COM' INSTALLATIONS DE�I/'1�Y�'-'> SECTION 14W BOOM O.D.AND 0.245'tA.AND °.163'.0.270' T 0.223'LONG BOTTOM MIN.SEPARATION U°LTRAFAB INTO WOO �� ...........`/T1/ MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60. SFJ A.S.D. DESIGN PRESSURE +60.0, -60.0 PSF� SECTION 0.320'O.D.AND TO Guns ' WEATHER T q°J, Q`; C FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone 0.245•I.O. (SEE SCHEDULE STRIPPING E0. V GGNS•••'• 9 9 Y (TYP.) ON SHEET 13) SIDE(ttP.) or QN t ^ SCALE N.T.S. I I ®20171IMC0ING TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIM BY: No.44167 % IL L: FOLDING SHUTTER CORP. 07/20/to IL ECO�N�. dTE HEADER TO TRUSS MOUNTING TO TRUSS MOUNTING INSTAL�TION �`•• j��ul,1 TIWT TEST NO&ENGINEERING COMPANY TGw 1mI51REET PLACE 17-OSz 0�.••' x' 1 taxa nxLanSL 5•aNO xamaA OtaDG1S n Sat60 NEST PAW 6-643EACH,R 33413f�` Rim.,oWTert-ta]0.ro,(ataltrf-tall PX:1E�643-0.771 SECTIONSECTIONM TOP fsl V�•f11 e- m®v Oeo0a9N.mm mJotNnOenuttm=m DRAMKoNo •_ WALTER A 7067 Jr.P.E. -"• faaraa� ran t•fr --- _ ---MAX:-A.S.D.-DESIGN-PRESSURE-RATING-+60.0,--60.0_P_SE ___- ___- tf}1A1I1 /DATE FLORIDA 71 LUT 44167 , m fs.ma mAayn a SHEET 12 Of 13 MAXIMUM WIND PRESSURE (p.s.t.1 CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fi) 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) %9m 1OUGW0Y sins SPARS uAx.N1A""SLE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE FRlssulaEPow NEDATNE REAUM" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR (+y-) PREMRE PRESSURE &ECTTox TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (L+) (L-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib ft A B C A C E A C F r A- B C A C 60.0" 60" 88 Ib ft 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 ft C1 _ 418 LB/Fr 236 LB/Fi 202 LB/FT 383 C1 9 4 388 LB FT 134 LB/FT 473 LB/FT LB/FT 432 LBFT 6144" 144" 210 Ib ft 12 387 LB FT _ 334 LB FT 166 LB FT 142 LB FT FT 347 LB F 418 LB FT 202 LB FT 60.0" 60" 100 Ib/ft 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0' 100' 167 Ib ft C2 g 456 LB FT - 362 LB FT 250 LB/FT 190 LB FT 318 LB FT 380 LB FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 Ib 11 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/Fi 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 9 372 LB/FT I - 309 LB/FT - 134 LB/FT 46 psf 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/Fr 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 97.0' 97.0' 187 Ib ft 3 813 LB/FT 572 LB/Fr 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT g 760 LB/FT - 572 LB/FT - 304 LB/FT 115.0" 115.0" 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/Fi 393 LB/Fi 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/Fr 483 LB/FT 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0" 60.0" 125 Ib ftC4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89.0" 187 Ib ft 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/Fi 753 LB/FT _ 50 psf 100.0' 100.0" 20B Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT 682 LB/FT 364 LB/FT 120.0" 120.0" 250 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/Fr - 224 LB/FT - 83 LB/FT 144" 1 140° 300 Ib ft 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/Fr 325 LB/FT 215 LB/FT - - 138 LB/Fr 102 LB/FT 3 681 LB FT - 670 LB/FT - 250 LB/FT 81.0" 81.0" 187 Ib ft C6 5 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0" 100.0" 229 Ib ft 3 822 LB/Fr 975 LB/Fr 648 LB/Fr - - 414 LB/Fr 307 LB/Fr C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 120.0" 275 Ib ft 3 663 LB/FT 756'LB/FT 646 LB/FT - - 137" 134" 330 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT - 60.0" 60.0" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/FT - 80.0' 80.0' 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0' 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/Fr 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0° 115.0" CS 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 La/FrC8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131' 128' 346 Ib ft 6 982 LB/FT 1194 LB/Fr 819 LB/Fr - - 530 LB/FT 336 LB/Fi 6 777 LB/Fi 921 LB/FT 819 LB/FT - 59.0" 59.0'• 160 Ib ft 65 psf 92.0° 92.0° 249 Ib ft _ 100.0" 100.0' 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126' 123" 360 Ib ft 60.0' 60.0° 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN.-SPACING - - - - 70 psf 100.0" 100.0" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2,3 ZONE 4 A1 1/4"0 TAPCON W/ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0' 100.0" 313 Ib ftTHREADFORM TECHNOLOGY 117' 714" 387 Ib ft 5�-10" 2 1/2" 1" 2 5/8" 80 psf 113' 111" 400 Ib ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107' 104" 424 Ib ft >5'-10" 100 psf 101" 99" 447 Ib ft TO 8,-3" 2 5/8 + 1" 2 3/4"+ C 1/4" 0 CRETE-FLEX 3.00" 3.00" 0 N/A 3.00 3.00" N/A N/A 110 psf 94' 90" 468 Ib It 120 psf 87° 82" 484 Ib ft1/4' 0 ITW-BUILDER 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 1.00" N/A N/A N/A 2.00' TO 12'-0" 140 psf 74" 70" 484 Ib ftF #14 NDS WOOD SCREWS OR N/A N/A R N/A N/A N/A 2.00° N/A 150 psf 69' 66" 483 Ib ft 1a)f°0°°°J/Oj:,. 1/4- NDS LAG SCREWS 160 psf 1 65' 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. A,Tilt •,1 / AILOIES: + EXCEPT THAT 3 5/8" SHALL BE USED '1 11�'� . T' FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, = ��••• F ':� mzo17 Tu3Eco INC. BY.II FOLDING IMPACT PROTECTIVE SYSTEM 'S GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A. - M L L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE A I L E C O EXc. FOLDING SHUTTER CORP. 07 DATE RATING. PWT TESTING&ENGINEERING COMPANY 7089 HT3ISTREET PLACE FINAL WU(INUM ALLOWABLE PRODUCT SPAN IS 'o°•, .�y��'�/q' ✓ saa KW.aan.s..sL..gas xwax�uaou�n�116 WET PALM BEACH.FL 33413 17-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT "- Ow..=(>a+)�-1>b r..:pu7m1-16T, Pw feOD-613-BS11 SPAN BETWEEN'L+'ANDY Q ( p: �, ' o- a:6lleeooatl.tem m.ftlGngsAUNcs.eem DRAWING No ` /P ORIO .�' EB-0¶019 WALT A. Jr.P.E. sn.r L>e un m.a OTE FLOPoDA Uc.0"167 ona SHEET 13 OT 13