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Code Version 2020 13 ,� i• Application Status Approved Li Comments Archived !/ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 3341 (561)683-4811 Ext 76 edh@foldingshutters.com PY Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Coro Titan II Drwa 20-190.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products 1 FL# j Model,Number or Name Description I 17080.1 I Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&Non HVHZ i and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20- Approved for use outside HVHZ:Yes 190-Rdf 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 j load and 5'-2"for+160, -160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Cora Titan II Drwg�Q sheet 13 for additional spans and loads. 190.E 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.goopyright 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; mm " Rigm Credit Card Safe i GENERAL & 1.TITAN N FOLDING IMPACT PROTECTIVE SYSTEM SNONM ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)NO BEEN VERSED FOR (C)TO EXISTING WOOD FRAME SULDNO; 9-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE2=0(7BI EDITION)OF THE FLORIDA BUILDING OWE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'r TAPCON W/ADVANCED THREADFOON TECHNOLOGY.OR 1/4'r IstLlE-FLEX.AS MANUFACTURED BY TIW/NILDEX, MAY BE INSTALLS)AT HIGH VELOCITY HURRICANE ZONES(HVIR)AND OUT OF THEM(IOIVHZ). INC t ELCO CONSTMIC110N PRODUCTS.RESPECTIVELY.OR f 14 NOS WOOD SCREWS CR 1/4•r IRIS LAO SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1SSO(HVH*t 1608(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 LOTESS Kd-O.M USING AICE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DMNO WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4•r TAPCON OR 1/4'r CIIS E-FLEX OR#14 NOS 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".) 1/4'r MOS LAO SCREWS INTO THE DODO FRAME UNIT SHALL BE 1 1/2'FOR Cl THOU C4 AND 06 THRU CR DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS.ON AS INDICATED ON WOOD SECTIONS ON DIEM 10 THRU 1L NO'IN FADED PENETRATION IRO WALL FINISH SHALL K CONSIDERED AS PART OF THE REQUIRED TMEABED PENETRATION. IN ORDER TO VERIFY THAT ALLOWABLE STRESS FOR WIND IN THEIR ANALYSIS.A DA ANCHORS ON 7HIS P.E.D,AS URATION FACTOR AS USED FOR VERIFICATION ) /' TAPCON OR 1/4'r CRETE-FLE(OR p4 N10 W000 sCREWS OR 1/4'r MS Cs iMMUM EDGE dSTANCE OF 1 4 r OF FASTENERS IN WOOD• LAO I' 1 4 INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU IL FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIRED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE ON MRICIC PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 1160I.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL.ANCHORS SMALL BE LONG ENOUGH TO BEACH THE MAIN SUBSTRATE MEMO SUCH PANELS. (H.E.T.L).HURRICANE TESTING LABORATORY(H.T.L.)R AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MNMUM THREADED PENETRATION SHALL K AS INDICATED ON NOTE CA ABOVE. TA22 AND As PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED As PER SECTION fete t teoa OF THE FLORIDA BUILDING COOL (0) TO EXISTING STEEL STINCTUREr MN. 12 OAOE,FY-U KS(MIN.)MATERIAL L STAINLESS STEEL BEET METAL scorn USED AT SUES m t SHALL BE III 10 x 3•. 410-HT MINIMUM BENES W/ 173.6 kid YIELD -1/4•r r1W BUILDER TEN SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 167.4 led TENSILE STRENGTH.SCREWS SHALL BE COATED WITH MAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co,BOX SOT.WEST CHESTER PA. 19351. am= 3.ALL ALUMNA EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OF TW SULDEX TEK SCREW I'. FOR 6063-TO ALLOY AT SLATS SHALL BE Fy-25.9 1M.ALL ALUMINUM!EXTRUSIONS IN CONTACT WITH DISSMLAR MATERIALS SHALL COMPLY WITH SECTION"OF THE 2015 ALUMINUM DESIGN MANUAL 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SKCIICATIOMS Of THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 011 316 SERIES W/50 k7H YIELD STRENGTH AND 90 kd TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL TW/BLILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRICTURE WHERE PRODUCT 2411.A3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 0 TO BE ATTACHED TO INSURE PROPER ANCHORAGE•THIS SHUTTER SILL ONLY BE ATTACHED TO CONCRETE,KOCK ON W000 FRAME BUILDIG& S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AM 304 OR 315 SERIES STAINLESS STEEL WITH 35 k7i MINIMUM YIELD STRENGTH. S. EACH UNIT MOT BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS Of HURRICANE WAR O WOVE OWNER.TENANT.OR OTHERS.MIST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE ON LOCK ALL 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) LOCKS. (A) TO EXISTING POURED CONCRETE: 10.PRODUCT MANUFACTUER"S LABEL SHALL ME LOCATED ON A READILY V00LE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 170ILU OF THE FLORIDA BUILDING COOS.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - I/4•r TOM W/ADVANCED THREAOFWM TECHNOLOGY.AS MANUFACTURED BY I.T.W. Mom INC.TO MN. R'o-3192 1�• LASELI G TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - I/4'/x 3/4'SOLID SET.AS DOnNU UTED BY ALL POINT SCUD SET ANCHORS TO MIN. 1e-3000 pN. 11.FOLDING IMPACT PROTECTIVE sYMTE7n INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY Ile/CRETE-FLEX.As MANUFACTURED BY ELCO CONSTRUCTION 1RODUCTS TO MINI.t'o-33S0 pd. BUILDING AND ZgOD REGULATIONS PROVIDED BY THE JURMOICHON WHERE PERMIT 0 APPLIED TO. jlm* 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 0 SIXERC AND DOES NOT PROVIDE A.1)WNW EMSEDMENT OF 1/4•r TAPCON ANCHORS OR 1/4'r CRETE-FLEX INTO CONCRETE 15 1 3/4'. INFORMATION FOR A SITE SPECIFIC PROJECT:Le.YREIE THE SITE CONDITIONS KVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.O.)SHALL BE AS PER SHEET 13. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EYBE M(7/6•)INTO THE POURED CONCRETE. THIS PRODUCT SAW ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED NE/SE DOES MDT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' CONDITIONS DRAINED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 0 THE CONTRACTOR IIF.3PONS0LIIY. LONG IHIIMIM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INAIID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. BECOME 11E ENGINEER OF RECORD E.0.L FOR THE PROJECT AND WHO MALL BE REEPOI00L[FOR THE PROPER ANCHORAGE SHALL BE AS LOCATED ON NOTES Al Nk As ABOVE. USE OF THE►.ETD•ENGINEER OF 'E'm C ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT (0) TO EXSTIN I CONCRETE HOCK WALL:ASTM C-00. TO'THIS LATIN THE SITE SPECIFIC DRAWINGS.FOR REVIEW. - 1/4•r TAPOON W/ADVANCED TIHREADFORM TECHNOLOGT AS MANUFACTURED BY I.T.W. BUILDER. INC. (K) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SONATUE OF THE PROFESSIONAL DIOIEEL THAT - 1/4•r x 3/4'SOLID SET, AS DRSTOINTED BY ALL POINT SOLO SET ANCHORS. PREPARED T. - 1/4•r CRETE-FLEX,AS MANUFACTURED BY ELOO CONSTRICTION►ROOUCTS. PDR� TE O TO � F ORJ1N1 S.t)MINIMUM EMBEDMENT OF 1/4'/TAPCON ANCHORS OR 1/4• /CRETE-FLEX INTO CONCRETE BLOCK LINT IS 1.1/4• ...MN►NNHFHy MINIMUM EDGE DISTANCE(E.L)SHALL BE AS PER SHEET 13. a "a T/( FTSww BRRLOBa COOL"o S:Nm(yR TFdMIf lko b n Zen) 0.2)EMBEDY NT INTO STUCCO S ANCHORS AL BE PE MI,ILu. 1/4'0-D20 SS)SCREWTHE USED STALL E CONCRETE 1 1/UDR. �W S+F• ��..' o2mo,61roe INa TRAN 11 FOLDINC IMPACT PROTECTIVE SYSTEM IEAIN rr. MINIMUM SHOULD STUCCO EXIST AND I•MINIMUM FOR WALLS WITH NO STUCCO. s.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE E7XISTSG WALL - 44)67 ' IL E C O 1 MC. CW. '"«GAIT'° ANCHORS SMMLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE �O: � - I=1MUM URIWII OM JL PLM SHALL BE AS INDICATED ON NOTES L1 ass ABOVE. 7 7 STAID OF a00 RPa,^ RRa IMr ITgL R a«4 / 6IP-Ap-6pt DOWN oD ,e�'• ORIDP • tC, ,-.n.P;n. � -Go, wu....IiEyrxAl..,�r MMLwM N. cw-MPAIP • �` IML1El1 w Jr.PE RL •`,II �, nAmm Ue. "IV . Gn.ram s - 714E I W 13 rr N 0� #1 6OM-TV ALL (a SLAT WBMOW (2)L FLAT END (ro w 5063-TV ALLOY 6W-73 ALLOY 6063-73 ALLOY ExTERlOR CENTERPIECE MAY MCLUDE TXMM AS M (rO BE USED ONLY FOR NSTALLATAONS -Tff ALLOY DETAIL ON SHEET 5) 30 FEET OR hTGAAER ABOVEGR40E ® INTERIOR CENTERPIECE AWASURED AT BOTTOM OF OFEMM TO ALLOY SEE COA#WJ&M 20. 21 &22 ON 0 SHEET 3.) tor- -SAW Jir k r I offs, Aw M", B,0.WALL HEADER BOTTOM r LnMWL BOTTOM TRACK ADAPTERff 6063-73 ALLOY SUZMAD TRACK 75 ALLOY -TO ALLOY 6063-76 ALLOY COMPONENT a b ti t2 2' 5" MAX. 0.125* 0.125" X 2* 4"MAX. 0.25" 0.25' asr- 0 1" 2" MAX. 0.062" 0.062- RAN HOOD (W ALT. BOTTOM TRACK ADAPTER '(tg) BOTTOM RAIN GUARD WW-73 ALLOY 6063-TS ALLOY 606.3-T6 ALLOY COMPONENTS now mans cm"o s wo Nth%fte" Z—) oiaetattooraWM 11 FOLDING WPM mmcm symm ga-0-16 AGMk No.44167 VAILIEC FUM SHUTTER COW. LOC]MVG a�comp"y I=�umn an JL sm STATE OF P"mm"ft sum 20-190 CORM Pftf I ts:i. ..JsMb**AtPL � ob WW-76 ALLOY 6063-T6 ALLOY Tar b.PX rx lumt'mef 44197 2 OF 13 i o HOLES _- FA slum A °� ; ����_�z-latp Star SIDE TABLE is SOURCES FOR & awiEcnats i "� tE'JOi NMOOIr(SEE TABLE 1) aram 5YA7s sots rf-m PNOAtORQ ? � S1ELO AMYOMiIK (TfP)KAKVXLE—` LLOAANAOLON EN Lw rw rset 200 ' C MEIAW SPECFtc GROW ASIM UM OA43 IS/AT CA43 VA --- MWOw � i giJ- IENRE YIELD EIIENCIM ASIM OQ 9A00 Pao SAW PA.. PLF%NGL STIM CM la YIELD KM mw ILM PAU 13.4W"I FLE]fWa.Mockox ASIM UM 340AN P." 345,000 PaL 1 000' o No1dEs QaD ws1M 0254 in rt-yin n Pr-4s/wl AM1f. E)k j (SIX)ABLE?) staff OE161IY Aslr DIMS n2 S e{s It ma E ' RATE OF SURNINI Im Dow C-1 CLASS C-1 CLASS I._ sJF IONNDN ASTM Oil" 1040 r s10 v I j SEAT ISLDOIF �l�n sot tlMOow D.M'THICK arms�a ASNf 01x --... .-----,f _ P OLYCWSOM NEsrMc Ton"STEW N IFYm 11EAnE]aNc AMU DOM !]O2� am a.L. NE)IDaF TABLE 7 TENSILE slLeas BEFORE WEATHERING AsrM OEMemE)l 0EE0 Pal 1.000' F A (Y) 24S ANY AV CASE SPLIO>:D A A 1MMAf OFF?�-I'APIWT. NEW1?'AM FROM N i N Des OF SLAr TOP t BO"m TABLE 2: SOURCES FOR NOR A fD NNIAN7VT r-.__1 am Pn11s1__ 1IO OR ALYt A7 LDRAENS OF PIAOOfeCT. ANSM 1IOa.OOA/twT Of AUr SWACWV TYPMII.Hla'DFIES 1 --m--�--m--' ® MAT W DEiTA*l App� RAW�PIYR h3 � PHYSICAL. + SLATS sons '� _ ' 30i !'EICFIC ONMIY AM 0Ht =r (TYP) III ' (TIP) I IIIWDOIY } TENSILE Meld SOINOIN AM OAOE)(.7)ADEs or nw an g � � ma. rAsw FIMI IIAL SIIENOIN AT MELD AEIM DTEO 16A00►al eAu•- RJX ML MOOIIILIS Alm Dim {30.N0"J. PMOLES N07CHM E00 AM 035/ 03 ft-" iPenl,al i ' TOAIATAOIidI C06fN7DR OF MIENYL COWLS N Alum DON 53 a 10 YI/M-•r U M V-4 'f`—(aj� ® ASNAP—IN END CLIP reuwD TEIffDMmwE JdI!D3{te wo P eTO BEE ISO AS AM OPTION MR Au MSTMJArr0A6 ® MAT MWOW ELEVATION OVER LA w wasEE NAY MAX"PErPaE)ww As PEN DRY,>� TYPI l A S W DETAILS -UW(?)NIAI OWS MIT RE AV OWE SLAT WW= AM 24'APNRT(94X EYEAY 10 SLATS). W VI W WINDOW S TYPICAL T PERFORATED (SMALL MISSILE IMPACT) l SLAT WINDOW ELEVATION LARGE MISSILE IMPACT """m A. 77M,110, FUMA"'any°COW pMe a"m Wo`dowv "`"""ZOW) A03MN ILI=INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DwN ere 1�Q ''upENSF't.111-11 mF No.44167 = IL E C O me. FOLM SHURER OW. T om DALE f/�/ * ! COMPANY I=M 1LINY Law JA.ELSE) O-Sz °� STATE OF Q -"SI +"-+wIa�P++L-tol �r «PI NAw/Ti I�i� NL1R A 1E11T Jr.P,E, a r r•a is a r w At P.E. ' A `�•� Air` RDISOA Ll./{{197 -am 3 OF 13 A1111111111N1 r---- 2,)or OR O 40 5 ® (2 a ZO IR USE (2) AT 30' ,• • NOTES ON®R LACKING TES®AT rn O.C. FOR ANS UP TO 99' 1. TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED S c FOR() AT 30'O.C. AT 30' O.C. FOR SPANS UP TO "9* USE TNREE(3) FOR LARGER �,P SPANS SPACED AT 30'OAN LARGER .C.AT MDSPAN. COMPONENT MAY!E THAN 99'UP TO 144' 4 TO TAPPED IECES OR TAL O AT�WN OF ON KNOWN ON TYPICAL ELEVATION. bt w 2.(2) 1OC10NG TUBES ALWA15 BE USED TOP ! BOTTOM AT ran PRODUCTS CENTERPM 4 OR S AT ALL INSTALLATIONS. LOCKM TUBES * ®sNALL BE SECURED W AS SHOWN ON SHEET•. 1 t T SEE UMIUTIONS FOR®ON SHEET 2 i !SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT. FOR CONCRETE; CONCRETE BLOCK OR sal r O r O © O O WOOD INSTALLATIONS. O9 + O , O+ 10 + OrO+ 11 --_ -UNLIMITED WIDTFF- TYPIC-r AL ELEVATION 41 1 • NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU B ON SHEET B. SEE SECTIONS 7. 7A t 70 ON SHEET 7. SEE SECTIONS 4W. 4AWW 3 7WHEET ON SHEET 11. `�+•'�'E FIARBlA BURDBq 000[ t NBn NunMln 2ww SEE SECTIONS 7AW, 78W. BW & 14W ON SHEET 12. �� ' �' �'V4bMp ) VNSLC •�•� 00 nM M TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 , FOLDING SMM CW� a�,e/NNao or„E 7/) STATE OF �1N0�i aiww mo eo R ANr ' rrrAM` _ 20-190 .,��''•'�(ORIDP •' .a�roae.ee�ioa.e«na1�"�`-mr .ws+M+rw�w rwwww 1MLTDIGA PL a ye r,I.•. t `,\,�� f1Lr��Ua/MIA r r►r r TINNY " or,., lkdo x 0 iV NAI OL fi All V4 col IV Lit T5. DIM 16 � m Y ..a. `wfb IA I � �r J r q,4 r'INN 1J Aa Qa. A° r\•g,°a. s tl t �l p �tC �F�°LS iY IIA b �J "I S NIO nt 16 V6 ,.1. 146 X;% 10, 1'r —�0' ANN,uE PAR mmac rtont w/u J r __. M Am A 1/4Y rtocoms X / / X - ANCH xf 1R►J f3a mmno TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ,k M,r,3/r ma mar ------ - - ALLOWABLE TUBE REO D ANGLE NUMBER OF ANCHORS / -t—aT rho a,nra„eN,ur. o 0 0-- " r<' 4m� [ - -- -- --------o 0 o TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE "u-n uto/ o o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM- SPAN �•.> n ,/sY. TUBE 3/4•me ma TUBE TUBE rrae atir rx«Stir«T L 3w• . 60. 106.0' 13 8 pptilti,/a1 IDOM %s1 ILI�IN ��11 z•x4•x1/e• 96• BS.o• 17 10 -__ nlotc 144' 69.0' 13 8 -tDim RrP)- _ "'W.3Nr. 11 80 117.0' 17 10 3%2%1/4-. MN 2-x4-x1/4- 98' 110.0' 21 12 wm VA.Tm 144' 91.0, 21 12 W. 109.0' 17 10 TYPIP.LL ELJVA710N Cn= AT TOMSP1M 1118E MOINRSIO SLSTALLATIOM �7YS- 2'4'0/8' 96' 100.0' 21 12 aim 144' 81.0' 17 10 O" 1/8. 96' 1 14.0' 21 12 T t 144' 93.0' 21 12 era «rs. . yeti,/ati inset TABLE 1. e` stir.Yd«-. *VALID UM EK ABOVE Iff TilEL W DOESDNU ONLY WHEN THE ST111 OD OF AN Jn1/auu.sins SN011ER5 hFJdif ABONE t DOSHMNES THE MAX1N PROOIILT SPIN 1,�mmxo _.- pa 'Y Y i YI TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MEMIEIGHT) 77.. I ,HY.3/4-Tax mar o o O 0 TUBE RODUCCTT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS `- \ •r oe. - --- -- - ---- SIZE SPµ SPAN LENGTH EA. END PER END OF TUBE __ _______ �ra«3%r« gym- Nye r/,,, ,---- icy; �/ vi i ; %/��, 80' 76.0' 13 12 �._�_, '�-1--Ma•.Nr ma icier y� --(' VAN ru ansaxc 2•x4•x1/8' 96' 60.0• 17 15 a.WL __ tow,mim AT nlsrumwaY• E,.examan ma 144-- 48.0' - 13 --- ---12 somiun �sm Op1/4-0 A TYPI LL UE MW a= AT 20770 I 80' 87.0' 21 18 2-x4-x1/4' - 96• -- 79.0' 21 1H Yr mot soe. - --., ca -�•ax.sw ns gym- - -� 144 65.0• 21 __. 18 .. Y ^r.0«r r.r r.,µ. �r Ar oa u mummaV.-i LON M�n„M (TM►'U �� 80• 77.0• 17 15 M ! 2-4-0/8- 96' 70.0' 21 18 "4 cm mimeo I t 144' 57.0' 17 15 80' H8.0' 1 21 18 2'x6'x t/8' 96' 81.0' 21 18 66.0' 21 16 Z / r0 O o 0 . INSTALLATIONS DETAILS WZ SPAN TUBE INTO POURED CONCRETE .,,, w r GC a'WX mQ —a c --- OR GROUTED CONCRETE BLOCK WALL I�9"nm Pm mmx[ - -------------- +:/s na[Irl,mmAE SOIL£.ILTA m-n ALL& o o iL Fwx.As.D.KiSM PN33LNE Lana-t7zo PSF s�.i.3 « �nr«stir«rr.,r F { ooa n �� t w�,vrw as ROIIIIIIA BULOM 008E pyh Nt Mom NI/h VMwNp M11WMr Z.) 4m WOE 9 o3emnm00 ra TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °A�W' 10 F„ra No.A4167 L E C 0 Ille. FOL= WISER CORP. M.aal r/mia ' * O wim -a.r«rr«rati,/.• --- � •u1rl1,eelrRo COMPANY nu amurne�ae�Ian a an M,r.3/s•mo mr�'' ,nalR mu-n/wa rwt: TYPICAL ELEVATION (TIJSE AT YDNEIOi1T1 �!7 a� r,m.ti ,vim �wi�Mw�p-w1L 20-190 o�ar ,oxsxorwaY. l3a p %Q STATE OF :'�4^� r 11 A a SPAN TLW MOUMTM 81STALLAT10N F *•• A J rLIS A.J LFlrir.P.E. I SEE LAARA110N3 FOR®ON Si1FET 4 ar.r w aas aw r w aar P.E. •••` �� RLImA U./M1s7 Ynrr . am /M 13 a /III........rH11 I lb b Nk kv A 461, Vol to 110 1, .WIL pre ON i t 9 -0 o lb ���+� l� jf � r v�� . i IL r.r.1/0'Murer ANGLE -- _ r—BULD-M warn,l 'I PER arc1D11 6 e1QT a A iA � �s• l�ya a►r r POP Meta Priuisisi r'Na�_ `�ANGLE . mou uo Nor R% Msrr Fear oraNO etw 4 w aDn10 ar NCHM n[wEao�� V I PER eEO1On 4!QT a M 3/19'POP M M rnat,a OF rw- ANGLE IBINAR WALL EXTERIOR ELEVATION WL l AM eoTFr 5 M XTE was FOR ow OF PRod1CT ae son+ANGLES - = ' e OPTIONAL SIDE A G n i v+•3/. f P -= Iron ti sir e)ra/ imaIr RNIMo ro aa TUE sodas On To WALL(2 IrcQ~) ,&44 P r,E,t Ew MIaE 10>a3e �.� _1/v•.1 aW ` —���BE FLAT wlnians/4OEs,r oc 3/14r POP META a IM (� —ENNIM a1nUO,uc •+r ae. tsK R CORNER off P/1�tST � �or�m IS � (1Y►.AT AND aTRI�1O iA�S) / Lva P�CO WT Q RAT END 011 L 90 2 TRAPPED END CORNER POST CONDITION W/ PLAT END 140111WINIX 99MM a+aRFnurrM FWMIA K=Mo CM QN1h t Nos;W&VdwAy NsrtMn Z.) END INSTALLATION DETAILS INTO CONCRETE =3:' : _ �'�0i1O0"` TITAN ° Fwo)Nc N'P"`K PROTECTIVE sysTEw CONCRETE BLOCK & WOOD (AS APPLICABLE) N0'4*167 `*= I6 E C o�N�. �'. "om �7 . STATE OF t PA11r ,sae tEesnl Lsnent es a On war PSEr n aw. 1�0 FCOHIOP.• .i` .°��G�uEFeiA:Le.n"-,o+a' Pw...arrt' pY....P asEwa s. . .c�•.• —.1 tp� I .r Is rI EYPr. ... e1Ma M 0E 13 777 /-WALL INSH OPTIONAL BAN HOOD 44(WON-STIALICTURAL) -NFLL FINISH 7 0-050"THICK Ss. #100.Ss.UJI.S.W/1/2-0 x3/4- ROLLER HOUSING Lim NW BUSHINK01(PIP.TOP) IILl'oMm(TV SCEPT AT AND ROLLER HOUSINO BMTQ* O.Ow THICK S.S.ROLLER HOUSINO OPTIONAL RAN HOOD "WLON ro(moN-sMucnA%AL) D anwro(m) WO 2W WADER FWW comr. OD _ #10 r S.S.S.M.S.W1 3/18'ALUM 0­373'LONG NYLON L cow. Rwm&Vm oc. 9 4 CONN�CI BLISHNS W1 A 0 150- 0.163'.0.270' Low Top MrION,OzwiE D.D.AND 0.24V Id.AND 02W LONO BOTTOM LAURAFAS --of o 77A ': 1 SECTION'.3mW O'.AND STRIPPM EA t ' I �- 3/16-AIJAL POP0245'Ld. WE CM.) RP&7&0 18 D.C. 4\ MIN.SEPARATION rx4'COW WOOD- 70 OLAW HEADER RED (sm sm*=E- or (SEEsommm or ON SHEET 13) Ly ON SHM 13) t 2ex4a CONT. PLATE RW'D. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) wLC nmw WALL FACE MOUNTING INSTALLATION SECTION 1w INSTALLATIONS DETAILS INTO WOOD 1101111" nom iiitaiiiiiis cow o%h It NM WVh Valledir MERIMn Z—) t SEE umrrAnoNs FOR ON SHEETeaomJrvENSF TNT. TITAN n FOLDING IMPACT PROTECTIVE Symm TAIWAN oft is NOTE FOR COMBINA Z 0.44167 I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I- MOUNTING SECTIONS CAN BE COMBINED i III ME C�Oi mc. FMM SWW COW. 0 &DONSOM eOMPANY TONS VANN 111114111 TONS JL IIAMB 1NDRAM1 ,= IN ANY WAY TO SUIT ANY INSTALLATION. AT : M= 20-190 mit DrAWM Be CA Is VOL21011 A.7lLT Jr.Pm FFLOPMWMA UL "197 M. F0.113 j py-9,��,,, F0!9 A gs °� NN Ito s r ` 91 J ,�. o / SRttN V. �( O 4 MAXIMUM WIND PRESSURE (per CONNECTION CAPACLTY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP do 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 A 2 1/4' FOR C ANCHORS) Ww *WW'W KAW WPM A WX"'+� CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE Pomm aTar CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR LP � "ate PAuwAW •orlar TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.+) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 pof 144.0 144 180 Ib R A B C A C E A C F A B C A C 80.0 80 88 Ib tt C1 9 425 LB/FT - 388 LB/FT 157 LB 134 LB/FT 238 LB 397 LB 9 1LB/FT 388 LB - 134 LB 35 pof 100.0 100 146 Ib R 6 473 LB/FT - 418 LB 236 LB FT 202 LB 353 l8 432 LB C1 144' 144 210 tt 12 lB FT - 14 461 LB/FT - - 202 LB 80.. 80 167 b ft C2 9 456 LB/FT - 362 LB 50 LB 190 LB 31a L8 350 LB 12 375 LB/FT - 362 LB/FT - 190 LB/FT 40 pef t00.0 100 240 Ib tt 6 525 LB FT - 419 LB 312 LB 285 LB 353 LB 443 Lg C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144 144 240 b ft 9 5 LB/FT - 309 LB/FT 157 LB/FT 134 LB 257 LB 329 LB 502 L8 - - 285 LB 60.0 80.0 Its b tt 9 2 l6/FT - 309 LB/FT - 134 LB/FT 80.0 80.0 C3 B _ 496 LB/FT - 375 LB/FT 236 lB/FT 202 LB/FT 298 LB/Fr �5 LB/FT C3 469 LB/FT - - 202 LB/FT 46 pst 97.0 97.0 187 Ib ft 3 813 LB/FT - 572 LB FT 326 LB 304 LB FT 41a LB 831 LB 115.0• 115.0 9 466 LB/FT - 370 LB/FT 157 LB 134 LB/FT 256 L8 393 LB/FT780 - - 304 144 bR 144 276 C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 4a3 [B/-Fr 9 LB/FT - 370 LB/FT - 134 LB/FT 60.0 80.0 125 Ib ft -- C4 561 LB/FT - - 202 LB/FT 89.0' 89.0' 187 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB FT 364 LB 500 LB 753 LB 50 pst 100.0' 100.0• 206 Ib R 9 281 LB/FT 224 LB/FT 81 LB 83 LB/FT 143 LB/FT 103 LB 3 912 LB --- Bat LB/FT - 384 LB C5 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT 214 LB 155 LB/FT 9 228 LB/FT - 224 l8/FT - 83 LB/FT 720.0" 120.0' 250 Ib ft CS 6 - 339 LB/FT -334 LB/FT - 125 LB/FT 144" 140 300 b ft 3 643..LB/FT _. 670 LB/FT 243 LB 250 LB FT 432 LB 311 l8 _..... _ --._ _ _._-.._ 60.0 60.0 138 b ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB FT 681 LB 870 LB FT - 250 LB 81.0' 81.0' 167 b tt C6 6 410 LB/FT 487 LB/FT 323 LB/FT -- - - 207 LB 153 LB/FT 9 Al LB/ 251 LB/FT 15 LB/FT - SS pN 100.0 100.0' 229 b R 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB 307 LB C6 332 LB/FT 323 l8/FT - - 120.0' 720.0 275 Ib R 4 269 LB/FT 301 LB/FT 153 LS/FT - - 114 lB/FT 1S3 LB/FT 3 883 LB 738 LB 646 LB/FT - - 137 134' 150 Ib R C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204JLB/ C7 4 232 LB/FT 238 L8/FT 1a3 LB/FT - - 80.0 80.0 200 Ib ft3 310 LB FT 315 LB/Fr, 244 LB/FT 80..0 80..' 250 b R 2 - - - - - - ISO 2 399 LB/FT 460 LB/FT 409 LB/FT 80 psf 100.0' 100.0' 26D b ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 2Q5 lB 168 � 8 582 LB/FT 891 LB/Fi 614 L8/FT115.0• 115.0- 285 b ft C8 8 738 L9/FT 994 Le/FT 614 LB/FT - - 397 LB 2s2 - 13t 128 346 b ft 6 982 LB FT 1194 LB FT 819 LB - - S30 LB 338 6 777 LB/Fr, 921 L8 819 LB - 59.0 59.0 160 Ib ft 65 paf 92.0 92.0' 249 b ft 100.0" 100.0- 271 b ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE GENERAL NOTE C.2 ON SHEET 1 126' 223' 360 b ft 80.0 60.0 175 Ib ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 pd 100.0 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BL WOOD CONC. C.BLOC EL 121" 118 374 I ft SPAN HURRICANE ZONEHURRICANE ZONE 0 59.0 59.0 187 b ft ZONE 1 2 3 ZONE 4 A 1/4-0 TAPCON W/ ADVANCED 3 50" 2 50" 0 N/A 4.00- 4.00- N/A N/A 75 psf 100.0- 100.0 313 b R THREADFORM TECHNOLOGY 117 114 387 1 ft s'-10" 2 1/2• 1• 2 5/S' f psi 113 111 400 Ib R AS LESS 9 1/4' fax 3/4' SOLID SET 3,50• 3,50• N/A N/A 3.00' 3.00' N/A N/A 90 pd 107 104 424 ft >5'-10' 100 pd 1 11 99 447 it TO 8'-3• 2 5/8 ♦ 1" 2 3/4'} C 1/4' • CRETE-FLEX 3.00' 3.00' 9 N/A 3.00- 3.00- N/A N/A 110 paf 94 go. 468 ft 120 psf 8 82 484 b ft 1/4- 0 ITW-BUILDER ME pd 80 78 483 R >8-3• 3 1/2- 1' 3 5/8' E TEX SCREWS N/A N/A N/A 1.00' N/A N/A N/A 2.00- 140 p�f 74 70 484 b ft TO 12'-0' f14 NOS WOOD SCREWS OR t50 paf 68 68 493 b ft F 1/4- NOS LAG SCREWS N/A N/A I R N/A N/A N/A 2.00' N/A 160 pd 65 62 453 b ft 0 AS DEFINED BY ASTM E-1996 STANDARD. n A iiiiiaiIimiiiii am t IIwF wsh vdaft AREA& } EXCEPT THAT 3 5/8• SHALL BE USED 11�Nf11f1fffff� IIBrrR]�w Zw) L+:WaDlM1M ALLOWABLE HNOp7CT SPAN MR A FOR MOUNTINGS AS PER SECTIONS 3. '�� T o'°m°n'1ao tee' TRAN II FOLWNO IMPACT PROTECTIVE SYSTEM OWEN POSRNE ASD DEWN PR64SURE RATNfi. 4, 4A k 7A. Q�••,`GEN f rr L-:MAX ALLOWABLE PRODUCT SPAN FOR A `�:'• V SF GIAN NEOATNE ALD.DESIGN PRESSURE % 7�10/7p0 aanNc• - - 0.4 4167 IL. E C O ome. FOM �� CM. To-mFW AL MIAXIMIM ALLOWABLE PROD=Saws '� I = +� * OWN.a t.a►w.w s 'WOf Y NUMN L��ra]iM ZO-190 WuML TO Tiff wmm DE um m PKVJM / SPAN BETWEEN'Lt-AND o• STATE OF 'L'. : G�OOAH Z 1YLM A TVR t.P. Pm ,.'•�� Raw Ua i M107 w��►� a !QT 1]Of 1] i n 15' MRH 1 1 - OPENINGS ACCORDION EXP "C" 8 7 6 6 9 4 10 11 CON T . rok, r: - p 2 0 FRONT DOOR 1 GARAGE BY:JOHN D. MARCOS, JAMIE � m s P 0 1 W.O.#03312021004 Castle c 5857 SUNBERRY CIRCLE impact Windows j m FORT PIERCE, FL 34951 FACTORY DIRECT SINCE IM =' w imgw"F�M