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HomeMy WebLinkAboutProduct Approval ELL Business ► Professional Fes ® BCIS Home 1 Login I User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search FI 'da Product Approval USER:Public User yt ran product Approval Menu>Product or Application Search>Application List>Applicatlon Datall • FL# FL17080-R3 Application Type Revision Code Version 2020 Application Status Approved Comments ~ 6 Archived EViEWE� FOR Product Manufacturer Folding Shutter Corpora gam, Y Address/Phone/Email 7089 Hemstreet Place tusr,.. � �LrAN/�C West Palm Beach,FL 33f T. LUCIE COUNTY (561)683-4811 Ext 76 V �r u edh@foldingshutters.com SOCC Authorized Signature Ed Heritage �? Lr` `?"r edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@fold!ngshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place Fly Copy 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 Corp Titan II Drwg 20_190.0f 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 FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&Non-HVHZ 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- iApproved for use outside HVHZ:Yes 190-P-f Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E.PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg_2Q_- sheet 13 for additional spans and loads. 12 LPdf 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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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: ®MORE Credit Card Safe MIPRAL.lTES: 1.TITAN 9 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCIMENT(P.E.O.)HAS KEN VERIFIED FOR (C)TO EXISTING WOOD FRAME IUILDRMk 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE2020(71r EDTI10M)OF THE FLORIDA BUILDING CODE.TINS FOLDING IMPACT PROTECTIVE SYSTEM _ i/4•r TAPCON w/ADVANCED THNFJIDFOII TECHNOLOGY.Olt 1/4-I CRETE-FLEX,As MANUFACTURED BY TIwJNNLDu, MAY K INSTALLED AT HIGH VELOCITY HURRICANE ZONES(IIVIR)AND OUT OF THEM(NNYNZ} INC R ELCO CONSMICTION PRODUCTS,RESPECTIVELY,OR 2 14 NDS WOOD SCREWS OR 1/4"r NDS LAO SCREWS. DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTIONS 1020(HWMn t 11009(NNVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE. ICr10M WHERE THIS PRODUCT TO K INSTALLED FOR A 001ECTNINALITY FACTOR NQIES: Kd.*AM,USING ME 7-19 AND SHALL NOT EXCEED THE MAXNAN A.S.D.DESIGN PRESSURE RATING 00CA7ED ON SHEET 13. IN ORDER 10 VERIFY THE ABOVE CONDIMN. ULTIMATE DE39Ni LORD LOADS OETERMINEO PER ASCE 7-16 SHALL K FRET C.1)MINIMUM THREADED PENETRATION OF 1/4•r 1~OR 1/4-r CKIL-FLEX ON/14 NOS WOOD SCREWS OR REDUCED TO A.S.D.DESGH WIND LOADS BY 1NILTIPLYNG THEM BY 0.6 IN ORDER TO COMPARE THESE w/MM(A-".) 1/4-/MOS LAG SCREWS INTO THE WOOD FRAME UNIT WALL K I I/Y FOR CI TI#U C4 AND C6 THRU CS DESIGN PRESSURE RATIIOS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2-FOR C6,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRr 12.No THREADED PENETRATION INTO WALL FINISH SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERITY THAT COMPONENTS t ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVERSTRESSED.A 33 N INCREASE IN C2)11NMW EDGE DISTANCE OF 1/4'r TAPCON OR 1/4"/CIIERE1E-FI.[X OR/14 NDS WOOD SCREWS OR 1/4'/NDS ALLOWABLE STRESS FOR WIND LOADS WASJW USED IN THEN ANALYSIS.A DURATION FACTOR CD r 1.60 WAS USED FOR VERNTCATION UG SCREWS ND WOOD SHALL AS SHOWN ON SHEETS THRLI '12.OF FASTENERS IN WOOD. 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 amm SECTIONS 1626 t 1600.1.2 OF THE ABOVE MENTIONED CORE AS PER TESRRIO PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. OLLT.L)�HURRICANE TESTING LABORATORY(H.T.L)t ALERICAN TESTING W OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-2D3.AND AS PER SUINATTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 161E t 1904 OF THE FLORIDA BIRDMG CODE. (D) TO EXISTING STEEL ST111CTUIEt MIN. 12 GAGE.FYs3S K31(MN.)MATERIMATERIALIL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS®t SHALL K f 10 x 3-.410-HT MINIMUM SERIES W/ 173.E kd YIELD -1/4"r TIW BUI DCU TEK SCREWS,W/FULL.THREAD PENETRATION. STRENGTH t 1s7.4 ktl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH 2YLAN SOOO SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co.BOX 507.WEST CIESTER PA. 19361. MQffit S.ALL ALUMINUM EXTRUSIONS SHALL K ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MRNRM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITW BUILOEX TEK SCREW 1-. FOR 6063-16 ALLOY AT SLATS SHALL BE FTn2L9 kxl.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WRIT SWTION RI-6 OF THE 201S ALUMINUM DESIGN MANUAL 7.ANCHORS SMALL K INSTALLED FOLLOWING ALL OF TIE RECOMMENDATIONS AND SPECIFICATIONS O•THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SEINES W/50 koR YIELD STRENGTH AND 90 kM TENSILE STRENGTH OR MIAWWACTURER. CORROSION RESISTANT COATED CARBON STEEL ffW/9ULDE.X TEK SCREWS AND SHAM COMPLY W/FLORIDA BUILDING CODE SECTION E T SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRICTURE WHERE PRODUCT 2411.3."ALL ALUMINUM POP RIVETS TO K MW ALUMINUM ALLOY WITH ALUMINUM MANDREL S TO BE ATTACHED TO INSURE PROPER ANCHORAK.THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE, HACK OR WOCO FRAME BUILDINGS. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,ON AIN 304 OR 315 SERIES STAINLESS STEEL WITH 35 kW MNMUM YIELD STRENGTH. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERKIDS OF HURRICANE WAlWOM HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK All 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) LOOS (A) TO OOSMIG POURED CONCRETE: 10.PRODUCT MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 170/" OF 111E FLORIDA BUDDING CODE.ONE LABEL SHIALL BE PLACED FOR EVERY OPENING. 1/4" /TAP=W/ADVANCED THKAOFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDER.INC.TO URN. 1'o-3192 PN. LABELING TO COMPLY WITH SEXTON 1700.4.2 OF THE FLORIDA BUILDING CODE. - 1/0/x 3/4"SOLD SET.AS DSTRBUtED BY ALL POINT SOLD SET ANCHORS TO M. Se.3000 pN. 11. FOLDING Gina PROTECTIVE fYSTEM'S INSGlLAT10N ENTAIL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY Ile r CRtZE-FIE%.As MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO YIN.t'e><S3S0 pN. BUILDING AND ZORNO REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERRY 13 APPLIED TO. molm, 12.(A) THIS PRODUCT EVALUATION DOCUMENT(PAZ.)PREPARED BY TM ENGINEER 15 GENERIC AND DOES NOT PWM A.1)MOWN EMBEDMENT OF 1/4-r TAPCON ANCHORS OR 1/4-/CRETE-FLEX INTO CONCRETE IS 1 3/4-. RMFORMATION FOR A SITE SPECIFIC PROJECTI La.WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.O.)SHALL K AS PER SHEET 13. (0) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION Mmim G LIFE SAFETY OF A.2)3/4'SOLID SET ANCHORS SNAIL K ENTIRELY EMBEDDED(7/8")INTO THE POURED CONCRETE. TINS PRODUCT BASED ON TI93 PRODUCT EVALUATION DOCUMENT PROVIDED NE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL K PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2" CONDITIONS DETA.ED ON TWA DOCUMENT CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR$RESPOMSO.RY. LONG M/IM1M SHOULD STUCCO am. (C) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED INVALD IT MODIFIED. A.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS K FOUND ON THE EXISTING (D) SINE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL WALL FLOOR,ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRICTURE BEHIND SUCH PANELS. BECOME THE ENGINEER OF RECORD E.O.R.)FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR 11E PROPER ANCHORAGE SHALL BE AS INDICATED ON NOTES A.7 t A.2 ABOVE USE OF THE P.E.O. ENGIEER OF RECORD,ACTING AS DELEGATED EMPHIM TO THE P.E.D.ENGINEER,SHALL MW (0) TO EOSTING CONCRETE 91=WALL:ASTM C-90. TO THIS;LATER THE SITE SPECIFIC OIAWNGS.FOR REVIEW. . 1/4"r TAPCON W/ADVANCED NREADFORA TECHNOLOGY AS MANUFACTURED BY I.T.W.BURDEX,INC. (E) THIS P.E.O.SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4"r x 3/4"SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED R. 1/4" r CRIERS-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1l47ES, �DaRA SHALL E OF TO OBTAIN Amm LI)M IMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4•r CRIERS-FLEX ITS CONCRETE BUNX UOF R 1.1/4• ...�1NHMHrrrnr� MINIMUM EDGE DISTANCE(E..)SHALL BE As PER SHEET 13. �� R A;,T/( 'My, FLORIDA BULIRM COOS QyM t Mm L10W VdodkF L4WYUNH.Zow) 0.2)E/34"SOM SET ANCHORS WALL BE ENTIRELY MBEDMENTINTO STUCCO SHALL BE PERMITTED. 1/�4DDED�S�.S)SCREWS USED SHALL INTO THE CONCRETE B Ile OCK •LONG i v: \'\;ENs(C• �9��- DSO TM K' TRAIN U FOLDING IMPACT PROTECTIVE SYSTEM ry' MIIRMIM sNom sw=L70sT AND 1"MINIMIUM FOR WALLS WITH No STUCCO. 44167 ° 7/io/2 0 B.3)IM CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. i L E C O INe. FOLDING S WO CW• ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIM STRUCTURE BEHIND SUCH PANELS. ANCHORAGE �: STATE OFvLuI un umm UNMa an AL sm SHALL BE AS INDICATED ON NOTES B.1 t B.2 ABOVE. 7`7 xw a1nNo11 Mo NXWAN 11NT NMIr n 31N94 %�'�F•c(ORIOP •. 'd'. n a ww1�N. ......... r\r� WLTFR A. iJr.Pt a r �r rst a r rr a PE �� njamA IIe. 4411P o.,.t• s - - NOR 1 OF 13 I/ 1N\ low .sev-------- �j ? -L°°°•-- of r--uw•---� UT ZO&EWSIALLATOW.em—TM6 ® SLAT WINDOW ®j�—END FLAT END —:�•D— EXTERIOR CENTERPIECE (TO eons-Ta AuoY coc-rs Accor Qoar-7s AuarI1V7ERIOR CEIVTERPIEC 'MNS AS PER (rO BE USED ONLY FOR NSIXUAnO S —TB ALLOY DETAIL ON SHEET J) 30 FEET OR MVk*P ABOVE GRADE MEISLRW AT BOTTOM OF OPEPWAG 76 ALLOY SEE COMPONNNS 20. 21 &22 ON yes SHEET 3.) —r#—, tf RAW-- Jmr rwo MAX. B.O. ® YAU HEADER �r�7 /+y CEILING HEADER ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-T5 ALLOY -75 ALLOY 6063-T6 ALLOY 6063-TO ALLOY 6o63—Tc ALLOY � •�' _ COMPONENT a b t7 t2 •0p' c ® 2' 5'MAX. 0.125" 0.125" 2' 4"MAX. 0.25' 0.25' p' 1 -- Q--- © 1' 2•MAX. 0.062' 0.062- ©1 ALT, BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD ALUMINUI[ ANGLES ® RAIN ROOD e063-73 ALLOY 6063—T6 ALLOY —T6 Auor 6063-73 ALLOY COMPONENTS r— a .AaC S111�y►�fIIM r" F 4! ,� .7/ 1 FIOIIDA NIILOMO 000E(NOA t W- W*Vd"p Z_31 ENSF'• O TM1�0° TITAN II FOLDING IMPACT PROTECTIVE SYSTEM tn1. II.P 3/8"d—18 ACETAL Par— = No.44167 ' I L E C O r Mc. FOLDING SWM CORP. 7747 LACKING TUBES * �'� ,...rP„Lc..XM JI, avo war rMM RApI.R Ua� AT CF:IVTERPIE'CE 7!7 STATE OF N�„'!". �®r."' a�a' n�,aa-ws-4v, cluillm ?A-t90 60W-T6 ALLOY 6063-T6 ALLOY %�,<`'•.Ff OR10p'`•' A if.PX P.E aFN �r 'p \G .•` FLdbQR Ue.I M,� a�,►ar , _ !Qf T a 13 I _ _ rw _ (3)ROWS Or ,zrt IM,ra man z-CLP E401 SM>E TABLE 1: SOURCES FOR & OF 1/11ilDON'(SEE TASLE 1) LPIA7NS ' i M�J YO 1 1YPRK MG�ERES sm MrON/11F S LAT'S ' SLAYS AVVE RZ KNUCKLE- KNUCKLE-\ balm r� J 9PECFIC*mom ASM 07112 OA43 Ip/NS 0.043 WV MINDON, TENSILE YIELD STRENGM ASM OM 5.400 p..L SAGO P-L Far po"m Or lAf FLE%URAL STRIENOM AT YIELD AWN OM 12A00 p..L 13,400 PAL FLEXURAL MODULUS ASIN 07E0 340.000 P.J. 345AW p,AIL SNW-N ov mom 1.000" � � �-----�CIJo 7t7P/HDiTOW N01CIE0 Imo ASM OL4e 1e Fr-le/xl n Fr-e/w, u !� / IsEF TALUS = SMOKE oElam ASIN 02843 as Tc aA>s MAX PATE OF OWNING ASTM OM C-1 CLASS C-1 CLASS {-'•.\'� 1 `j A) I_ SEu wSEr10N ASM 01020 1040'F 990'F J I 4 � I �, �� MO'TACK Ili ASM 0133 SLAT M►DOW Ukf 51Ai RE�gOW aO __...__...�✓-. ..__ ...�P00rdWOMMNIE NERINIO TENS%.E sr1E71O1H AFTER RFptERING ASIN OW SSO2 P.J. am P.0 MAW(SEE TALE 1) TENSILE 51 BOVW WE471ERM ASM OM 8"1 pit SSSD"J. Ll2ffS i�' ANX. (2)RNOORS Y4Y HE AV ONE SLAT SPACED A AWSALW OF N'APAK WIN IZ'MIN.FWW EMS OF SLAT TOP t 007MAL TABLE?: SOURCES FOR su�T�MIUSTT gM aMsrAIAW AaNCEW �__i._._..-_ _ "�� I•--A�+rvllaw TOcxnrrroxw -" ' NQR AT COIUEIPS OF PRODfACT. $0001110 WTIFJF ma CGI/MKI• � 111I0A1 lSaPOYIES ISE>'DEOI� lEAC'K ATIION PANT I l ® SLAT WY DETAIL 1 icei.vr 1 SPECIFIC OMIY M AM O'7S2 0.00 IP/N• KKNNUCKLE._/ � KM/SIAXLE=1 momw J520lr'!L: (.1w) I IIIA WW I t=PALL TENSILE YIELD SIRENCIN ASiN DSi (J)A7DR5'OF I I PAr„ AMP• FlDOAIAL S'IIIENOTN AT YEID /LSTM OM i3A00 pal. I I 22d -7 ,..F�� aar•- t r FUDIUMAL IIOOIA.uS ASM OrM 430.000 P.J. -}r�-- E/A _____ _-__ � Ate. I Irp>t.aaNwel ' ,rrri ei>rwA l__ mum N01dE0 MW ASM om OD fF-b/l. _. I ; iorut wr,oN i IFI llOA1 m�uT�ono� � OSIEC7WN5 I �jp• C06f10EM OF TNE1bML ETIPANSRIN A57M DM 3.3 a to m/ln-'F UL 94 V-2 I - AC-llS JQr M l.4Er EELTNO TEIS'EM7URE ASM 034/S 1100'F malm- USED AS AN OPWN TWIT ALL AYSOILATXXVS ® SLAT IIDWW ELEVATION WOW WW AMSSEE.ANY ANCLCQE PERh01V WHS AS PER PC 0EX4E. TYP AL fA MAT WWOW D -WK.(Y)WCOM5 MY BE N ONE SLAT S'PIICED MOW.24-MWT W.EVERY 10 SIAM). W VIEWING WINDOW & CL TMCAL ALTERMTE PERFORATED SMALL MISSILE IMPACTl 1 SLAT WINDOW ELEVATION (I)SLAT (LARGE 4N�U111IIII1111jAgA F10Rq�A MJN,Dl10 COOL(M/IE t NM Noram/NNrFNor taw) MISSILE IMPACT) ®TANF VL=W- TITAN D FOLDING IMPACT PROTECTIVE SYSTEM MAIM m �.•''�CENS MP N0.44167 = FOLDING 9WO (ARP. __ IL ECO EIIC. °An * A, caurANY INS NM1M IA1114 1ISIS a EIVD 7/7 i,aD Elor rwN R LgMI pA rTe 1A.rA w« R a1 M7/ 20-190 �. STATE OF �A F..wMbm,a .ft,awl= awn MIa11MIM N. 0 .. F n� �: ,,• ••� ,� W.70 A WW it P.E 4� A�1�1 Pt ARC Aw Ns PIE •'•.1�i ,• nxw"Ne./4(1MT AU 1t! a - OHM J SF 13 /llllll,lt1111 - - - W V b Y W Y� � k 13 411 16 d I ds ����s�� � t t POURED CONCRETE OR caNCRETE LILOCK OPTIONAL RAN Hoop Q�OPTIONAL RAN HOOD POURED CONCRETE— / _Ex SnNG NON STRUCTURAL WALL ( ! 13) r RR.OLLLER 116CFIOUSING. �(NON-STRUCTURAL) (NON-STRUCTURAL) REQUIRED. TRIM(DECORAINE HEAD) '� •) I.000 25O0•MN. 7 MN. EO. W _ (2)NYLON O.esROLLE. .) (SEE SHEET 1s) `� �+� / �i' � (µN HOW T � � �£ 1 1 f10 x 3"SS.SML - '� o 3/16-NAM. I /1 0.371•TONG NYLON- _:,i __ POP RNETS, BUSHING N/A 0.150' ` 3/16-ALUM.I C.15 POP RNEcS >& O 16'O.0 I LONG TOP SECTION 150' 0oNt.. 0.270• O,9 O.c. (Yx4' O.D.AND 0.243'iA AND .0.036. 1/4-0 0323•LONG LTOTTOM ULTRAFAB BURM TAPCOt� SECTION 0.320.O.D.AND WEATHER ! I MN.SEPARATION I W/AU^4= 0.245•La. STRIPPING EA POURED CONCRETE TO GLASS THRE40FORM (TYP.) stoE nYP.) OR CONCRETE BLOCK (SEE SCHEDULE //Or TEdMIDCY OR I 1/4•••1 TEN 1 ®?r WALL REQUIRED. I ON SHEET 13) M1 ®t 1/4 E� I SCREW oR I/411-20•xt' l�6-AL'NL SS.MS WITH NUT k PRODUCTS I WASHER O 4'O.C. a is,D.C. CETE-FLEX I —1)or W/1 3/4•MR OR CONCRETE BLOCK POLRED CONCRETE1 EMBEDIOT O B D.C.I t MIN.SEPARATION WALL REWIRED. TO GLASS `- Or I or ONN SHEET 13j O _._. ® ®uj n 8T •z I MN.SEPARATION a POURED CONCRETE $ I TO GLASS BLOCKS __. I / (SEE SCHEDULEOR CONCRETE WALL REDUIRED. —.� I ON SHEET 13) or (SEE SHEET 13) v 1/4.4 ' 1/4'•x 1'TEXITIN ®T SCREW OR 1/M-20•xl' _ _ ( L 7 � I S.S.WASHER O 4 MS WITH NUT D.C. _ F .ZlEX /tOx3•S.S.S.M.S. WW OLOC/OR .W/,/z'.----- /4consnRe.CO1 i--- ...-----_ 3 p R ' i� S ? 1'LONG NYLON BUSHINGS ,1 00M6FION L:1 (I*BOTTOM),AND 3/4- (SEEPRODUCTS SHEET 13) LONC(Trp.TOP),EXCEPT AT WALL FACE MOUNTING INSTALLATION OETE-FLEX ROLLER HOUSING MP.) LOa SECTION 2 EMBEDMENT O 6'D.C. (2•X4'MAXa, WALL FACE MOUNTING INSTALLATION 60: SECTION 1 1 -- SPA CING ANCHORSPACM GROUTED BLOCK R1AURm-- ,.� 2,Spp , (MN.fe_2 k i GROtl17 OR POURED CONCRETE MN' ED.j EXISTING NON STRUCTURAL j WALL TRIM(DECORATIVE SILL) 7 O O VACM —) DECORATIVE WALL TRIM TRAPPED STAGGERED ANCHOR 5PACING MOUNTING INSTALLATION DETAIL SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX. A.S.D. DESIGN PRESSURE RATING - +65.0, -90.0 PSF & CONCRETE BLOCK `���`�'`r�R Q:.T�(�/��,., FIOIMDA wlxalNo CODE(Fily1L R Non IppIL VdeeMp NurrkanW z«E.) SCALE: N.T.S. F e2m TLTEQO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mw"„' " M.P S:NOTE FOR COMBINATION OF SECTION No.44167 « ED. s EDGE DISTANCE * /► 1frno T/1n/2mo ; IL 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) E C 0 INC. FOLDING SHUTTER CORK DATE IN ANY WAY TO SUIT ANY INSTALLATION. .�. i STATE OF TESTNo ENQFNmeING coMPANY 102 KOM LMnn RINI JL Law / r ORIO "• ■•m Wo. a a, Ww PAUII fACM rL Nu4o4 20-1>f0 P .• tA' +-,tm.r.:t 1n, Pw,eo6-w ant ��(CS'•.,• ..�G ``.`� r RA-�.00m .w.f�NWMNx+wn OMWNO Ne T SEE LIMITATIONS FOR®ON SHE 2] L� V wALTm A TIlIT Jr.P.E. Aw x. oxwxr uu a .a RE ' i11 iH1Nx1, FLORIDAUe.t 44167 o nw - SHEET 5 OF 13 °syJ4 's����E • Al. 00 Pos +, ! o F` �`rory � '8 Y •A 'A� ��`ty 1•�� �n 1 -��`♦ �Yt� :.`# ram• F,y �'a a yy fr r.y _ �� \ � ��__•.�� art 7 ..l LAl .. b ! via .6 `r �o 9 r >lk ti • � 1 ,�H -..`1� � Melt +p+N r I , kp vkany o NNX AV 'g X4 Olt-, GROUND LAm• OWN r�E PER AnmAc wool,.r1 o r`—�WHOM*— t8 , I a 1/4'V SOMK X X ANCIAl1ON O1FJ Rat ON SCREW ;S / •/ i / i TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ,�-----r--AT �oa rawnw.wLx o 0 0— /� — O a o/ ALLOWABLE TUBE RFA'0 ANGLE NUMBER OF ANCHORS IM 1xE PER a0tolAc — —— ——————^———— TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE O SIZE SPAN PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM C-4- �r"'� 1/4v.3/4•mt SCWK ,p.M. TUBE TUBE TUBE •rot \\ i }. ,Mi +— tii/:�o�urx 60" 108.0' 13 8 ,/ RR rn"UJM."MIKE (SEE 0�g 2"x4"xi/8" 96' 85,0" 17 10 (SEEmimuq 144" 69.0" 13 8 mar e( �15 ®t - _a ®r 4 2"x4"xl/4" Be* 110.0' 21 12 d �y fM 144" f,• w,M 91.0" 21 12 +� 80' 109.0' 17 10 VM h� �����yy Nr�`TQM 11�OM L71E 1T TOM2"x5"xt/8' 96' 100.0" 21 12 -- aim x --- 144' 1 81.0' 17 1 10 W. 124.0" 21 12 --aFENM wr -- -, .-=1/=•T«- 2-x6"xt/8- 96' 114.0' 21 12 91 3 144" 93.0" 21 12 i'&%1 i1 uxnx « a'.4':J'ra" ,J 7�e VALID AM R MO EKiM E TU INSTAUATION ONLY WHEN THE SIIMATION OF THE ' eoaS-u Mir.wmE e 1 1N4 rFiom-7 SHUITM MOW ABOVE#BELOW DOS NOf EXCEED THE MAX.PRODUCT SPAN (aa aoAmuA TI AUK AxYl S4M ON TABLE 1. YF YI TABLE 2: MAX, SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) i FOP MAXIMUM - • 0 o b o TUBE ALLOWABLE TUBE RE ANGLE NUMBER OF ANCHORS 1/4N x a/� xa1 aC@11 PRODUCT.I---- •rot — —— —— ——— SIZE SPAN LENGTH E'A. END PER END OF TUBE — — — 31r snw 11AM m SCHER" — —— ^—�•^ —— ——————— a•C at/41 uI1a1,1 .ou-nwar . . i l'. ,j`� ✓ /i, ��;�. AUK AMILE Aq 80, 76,W -- 13 12 %a�• :�-i----(q 4•x a/4.1Ba k1n 4. Ny '...evw laic ra x.+1m1A[ 2'x4'xl/8" 96"_ 60.0' 17 _V 1S-- _. _ WL-. ROOD•Atli AT ATOt MXAiI11A1A4xlr. R111Q11 AWN=O+*J am ta,1 (SEE so MJLO---- 144' OR Ao� 48.0' 13 12 Mno1 nu lspum _._--- AHC"Oft m.JSEE 9043MAA TEt•.aL nu /TIME lT MEIiTdA 80' ,_ 87.0' 21 2'0'x1/4' 96 79.0' 21 18 ta)1/4•.3y//4"10a Coavl --., [:�Ax.arrl ns IBAV�---- 144' 65.0' Y Ib.MIOCA,Ml a�iZF!'r «ra«rxrxl/4' F -- ,ow1H o)Fa-Ts AAK Axmr J r..Vg ,/r P. 80" 77.0" l7 15 aF 1 4v � l�AnD j 2"x5'x1/8" 96" 70,0' 21 _ . is— Cm OrP•) AoimuLD; t 144" 1 57.0' 17 15 4f Lit 21 18 2'x6'x1/8" 81.0' 21 18Z 66.0' 21 18 Z �'► . o 0 Ll I o o INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE OOor Wx •a•ae --- OR GROUTED CONCRETE BLOCK WALL MEE st"ma 0 0 0 0 — ------^------- SCALE:N.T.S.h._VAN 1uAc FIR r,1m1AA .._arrw xiAc Fm ao�1Ae ADwn /� O 0 O ToMAX.A.S.D.DESMN PRESSURE PAYING-t720 PSF a14• av a \ 314• VW r 31rx1 R19 W NIIL MS 090E(NIP t Man Wo VW&Ay Nwrlosn�Zau) as at eDu1A ay�Q~'' elm lv000 Aa TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM •' i ', � Ate. ®," _ No..44167 1 L E C O lmc. FOLDING SHOM CORP. '"DATE ----:.►fxlq wui ,NA wwm Lam no AL LAC wxx 1Axi Acaln® '.._a7N'.su'«aALLML 4• ^�/7 * • ►ANY OOt PALI w ata4 ads•IBM acADat1 taDA1H AOAs-n MUL M1ac TYWICAL FIEVITM]M ffU9E 1T YMfNElONT1 / xa� r s.ww war 20-190 Y •09; STATE OF ae¢n-1m• a`�"n`-u., ^" oAA1Iw N. a7 of WxfiU0MN1.'1: laaD 4-n1aE:tlayDa�eMne,n M. !PAPA TIME MQUI IIIIfi MIST TM]N As x. wsrxw r dam— i SEE LIMRATOG FM®oN SIEET 2 P� • '' F `,, njOSIVA- Jr. P.E. r n . - - fIR[T s a 1a ' PI 161 Nk� N-. I. 2 -ui 46j -K'N \\ WO eNl-, MIN, rJ tv 44A R, IN AVO ll, N I we loll., '4 IWO- 0 r.2' A INCIE^. AL1AeMe1 PEI,oEC„oN,.akET e W 3/,r POP er+cs r.r=1/r— tac w r.r MIKE tEe Ma PAK _ AU.naeln N1Olt /: mw FMOPEMno t W Paa,m nano 4 .p pm3EC,lan,,som e L l?J 3/1r POP IFE79, v01,Ee OP r r wiac AUVIUM WALL EXTERIOR ELEVATION �`y�"L p AT PUN VIEW A—A waver Pa am :` OF PRODUCT SNXS OR III Amlis +,i.'P.3„ {{ �,`e{ OPTIONAL SIDE ANGLE Mal On 3/1r POP,_!✓ _, 1/2' 1 1/2 ,/ 0•-2. (ron eEcl,dl,,enEEl s) lM'Ri PER MIOIE mNww1Y AnpES v• lUK Bondi OR m W"It WAU M c Fi.ANCL M SLAB� EA AnOIE m slne A ®p ADO P,EM RAT BE FLAT A,Imcm of 1r oe 00 OR L 0m \' 3/1e'POP MkIS all —OemM��,� fib• i,fp 1/4'.3/,•MOM $ ,� ,,, CORNER POST ° 0ME OF wnr3are ISOMETRIC 57AB CrfP.AT MP AM III WM) �L 0113 F010.eE MT 00 OR L Lllo 2 TRAPPED END CORNER POST CONDITION W/ FLAT END iloM2omx smim A:.....Z; ,., FLOW"WiLo o ODOE(NtOA t Men Ito vdowtf )IuAeole Zane) END INSTALLATION DETAILS INTO CONCRETE, '� '�`GE"SF '_ �2m TLI 0 M TRAM Ii FOlWMO IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPLICABLE) = No.aa1s� _ DAN * *_ 11. E C O Inc. FOLDING SHUrtER CORP. a,t 7 STATE OF +Iw t atenimawo odlPAuv lee2 vela was an^s m 3� sr elaei .a1 UfeT naY n A,et 20-100 s O' FCORIOQ oo'-IdM-1�^ewm"i.etn w+ PM .«. orwM n. ��� NM.TG A�lpp�{Q1 .PE a r ls�r re M.- PE 9EIl/�/f •�"' Rolm►Uo./Mle7 1 r na - - 71QF M aF 13 -7 WALL Foasm OPTIONAL PAN HOOD -43(WON-STKICTLIM) tiow S3.S.".W/1/2-*.3/4- 0AW'I"=&s. um ITUN sus""m(To.TOP) ca ROLLO mkwc AM t-LOW(W B07706IN E)CEK AT RMLER WWRW(IVP.) A MOW THICK as,KOLLER HOLVINGI omvft wm mw (2)WtUR ROLLE" 0 -0(TYP.)JOB 2`.4'CONT.WOOD t 3119-AUlM.POP vam ftwb. flo 3*SA&M.&W/ RN 0 is'O.C. OJ73*LONG Kd IL om QW, WW"W/A O.lW ammom at Loma TOP SECTION OAOQ* 0.06 AM 0.14V Ld.AM Daw um KATOM WULWFps or EAVER smim 0.3w O.O.AM STRIPPOIC.Ek 0.245'U. 6 3/td-&KK POP SDE tm.) RNM 0 14'PTO 2*.r COW. I= MIN.SEPARoxam 70 CLASS REQ'm ro wm of SOVDIAE smimm— - ON mq 13) or ON 94Mt 13) t w r.4'CONT,WOOD I PLATE MID. -------- WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) nmm WALL FACE MQUNTING INSIALLABON SECTION I W INSTALLATIONS DETAILS INTO WOOD nomm summ cm o%b it wo fth vw"p Z—)j f SEE UMMATIORS FOR ON S.Ml 2 cam ttTTxo W- TITAN H FOLDING IMPACT ORM w- PROTECTIVE SYSTEM NME MR CaMWhWN OF .44167 7/19/2= I- MR WON FRAJK CONSTRUCTION: WOOD MEM8RS M I 11LIECOm.- fmm swm COW, SE RAVE A MIN. SPECIFIC DENSITY OF 0.48 OR EQUAL I- VAXMHG SECTIONS CAN BE COMBINED TV IN ANY WAY TO SUIT ANY INSTALLATION. sip'TE MAE; Inic-13"miMFM 20-190 7c� ��,-; O�l i'Ev.-W *wpm N. P.E. PX 44157 1 SM. 10 Or 13 s �\ �! 1 _ 2]j N StA t!� $ lo * Aw QNOV f 10 10 Solt OF NN .00 -0 _o. o '7�, � 1, r�� gyp�n�,, n�� 1. v►�" ei :s ,� 4► t *11 >r - x � � (fin• �. _ � � � � � � - �f ac��'�� '� 2 tttnttlfl4l _= fk iA At u4 j 7y.L ✓L ..�� X \ * Ilk \ J 1� a MAXIMUM WIND PRESSURE CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE _ MD CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) 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) rw Ul° SLNM~ A jj%x AuAmu CONCRETE CONCRETE BLOCK STEEL W000 THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE reemNnAtsslsc room "mum AT WF CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR ^gym •Mom TYPE SPACING TYPE n pE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (L.) - TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0 144 160 Ib R A 12 B C A C E A C F A B C A C 50.0" 60 6e ro tt 9 - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB 397 LB 35 pof 100.0 100" 146 Ib ft C1 6 473 LB/FT - 418 LB 238 LB/FT 202 LB FT 383 LB 432 LB C1 9 417 LB FT - 388 LB - 134 LB 144' 144 210 1 tt 12 LB FT - 16 142 LB 1 - - 418 LB FT - 202 LB/FT 80.0 80 100 Ib R C2 g 456 LB - 362 LB 250 LB Fi 190 LB FT 318 LB 380 LB 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 paf 114- 700' 240 Ib ft 6 525 LB - 419 LB 312 LB FT 285 LB 353 LB FT 443 LB C2 9 502 LB/FT - 362 LB/FT - 190 LB/FT 144' 144 115 lb ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB 329 LB 6 502 LB - 419 LB/FT - 285 LB/FT 50.0 50.0 154 lb ft / 9 372 LB/FT - 309 LB/FT - 134 LB/Fr 80.0 80.0' 154 1 R C3 8 498 LB/FT - 375 LB/FT 236 LB/FT 202 LB/Fr 298 LB 405 LB/ C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT pxf 97.0" 97.0' 187 Ib R 3 813 LB FT - 572 LB 326 LB/FT 304 LEI/FT 418 LB 631 LB 115.0" M25M 1 lb ft 9 466 LB/FT - 370 LB FT 157 LB/FT 134 LB/FT 256 LB 393 LB 3 760 LB - 572 LB/FT - 304 LB 144 6 ID ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 493 LB/FT 9 445 LB/FT -_ 370 LB/FT _ 134 LB/FT 60.0• IN ft ----- _ C4 6 561 LB/FT - 448 LB/FT LB/FT 89.0' Ib ft 692 LB FT 389 LB FT 364 LB FT 500 LB 753 LB/ 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/F! 3 912 LB/FT - 682 LB/FT - 364 LB5o psf 100.0' 8 Ib R Ott: FT -- 334LB/Fr 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT _9__ 226 LB/FT - _ 224 LB/Fr - _83 LB/FT 120.0' 0 Ib k CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144' 0 lb R -..-.____ __. - 870 tB/FT 243 LE FT 250LBFT 432 LB 311 LB3 681U3 - 870 LB Fi250 LB/Fi 60.0" 5 ro ft 9 273 LB 25 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 81.0' 81.0' 187 Ib ft C6 6 /FT 487 LB/FT 323 LB/FT - - 207 LB 153 LB/Fi 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 pef 100.0' 100.0" 229 Ib R 3 822 LB/Fr 975 LB/FT 648 LB/Fr - 414 LB 307 LB C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 120.0" 275 Ib tt 4 269 lB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB FT 756 LB 645 LB/FT - - 137' 134' 330 Ib tt C7 3 358 LB/Fr 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB C7 4 2,32 LB/FT 236 LB/FT 183 LB/FT - - 0.0 80.0 200 ro tt 3 31 D 5 - 0.0' 80.0" 200 ro/ft 2 - - - - - - 305 LB LB/FT 315 LB/FT244 UB FT12 388 LB/FT 460 LB/Ff 1 409 LB/Fr 60 P� 100.0" 100.0" 250 lb ft 12_ 491 LB/FT 596 LB/Fr 409 LB/FT - - 265 LB 168 LB/FT C8 8 382 LB/FT 691 LB/FT 814 LB/FT - - .o" 115.0" 2W Ib R CB 8 738 LB/Fi 894 LB/FT 614 LB/FT -. 1351' - 397 LB 252 LB 128" 348 Ib k 6 982 LB/FT 1194 LB 819 LB/FT - - 530 LB/FT 336 LB 6 1 777 LB 921 LB FT 1 819 LB/FT - - 59.0" 59.0 100 Ib k 65 paf 92.0" 92.0" 100.0" 100.0' 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE GENERAL NOTE C.2 ON SHEET 1 126' 123' 80.0 60.0 175 Ib tt ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 100.0' 292 ib R SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOC WOOD L CONC. C.BLOC WOOD STEEL 121' ITS" 374 I ft SPAN HURRICANE ZONEHURRICANE ZONE 0 59.0 59.0 1B7 Ib ft ZONE 1 23 ZONE 4 A 1/4.0 TAPCON W/ ADVANCED 3.50" 2.50' A N/A 4.00' 4.00" N/A N/A 75 psf 100.0' 100.0" 313 ib ft THREADFORM TECHNOLOGY 117 114 387 I H AS LDS 2 1/2" 1" 2 5/8" 80 Psf 113' 111 400 I tt _- 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 0 pwf 107 104" 424 lb/ft >5'-10' 100 10/ 99 447 I ft 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 pef 94 90 468 Ib k __-. _ 120 psf B 82 454 lb tt 1/4' C E1V-BUILDEX 130 st 80 76 463 m R >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 2 IN-ft F #14 NOS WOOD SCREWS OR N/A N/A 9 N/A N/A N/A 2.00" N/A 150 pst 69 66 463 Ib ft 1 4' NOS LAG SCREWS 160 psf 65 62 453 Ib R 0 AS DEFINED BY ASTM E-1996 STANDARD. A1>lmm ♦ EXCEPT THAT 3 5/8" SHALL BE USED ag11nN11p� nONDA NRD90 OOOE(NIgh!Non NWh M oofly Nlarlsar tar) L+:MAXIM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `.�,��.-•...• ... �y O14d0 RTtro TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ssarrllPsr Lam:Y POSITIVE AIc ABLE DESIM P TPA M71Nc. 4, 4A & 7A. .�,�Q'•••�GENSF•••,GIVEN NEGATIVE A.S.D.DESIGN PRESSURE '�'''�' RAIM. 0.44167 Air IE C O Fwe. F SKM CM. �n fmm t ,,WE w Dal►ANY ,�rAnsl UIRM M IL RYo FINAL MAMM M ALLOWMI E PRODUCT SPAN Is * s.�.. w.sa wArw Rau Wm Tar WWIICIL a aroA 20-190 EQUAL 1D THE YNB6Y DETERrNED PRODUCT �!b+�P �a•� -1Wi •M t SPAN BETWEEN"L+•am•L-. o'•, STATE OF rw-�sT» -,-� "LIEN A.TLw Jr.07 Pt `1 TIMF A{E '•�,� ` MORDA M.0 441