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HomeMy WebLinkAboutproduct approvals FILE COPY Business & d Professional Regulation BCIS Home I Log In I User Registration I Hot Top]. I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida j `" Product Approval •, � USER:Public User REVIEWED FOR Product Approval Menu>Product or Application Search>Application List>Application Detail CODE COMPLIANCE • FL# FL17080-R3 Application Type Revision ST. LUCIE COUNTY BOCC Code Version 2020 t'e /,� JZ-PApplication Status Approved ` ` y Comments Archived O Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)663-4811 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 O 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 Drwq 20-190.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 5 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 Drvvg 20- Approved for use outside HVHZ:Yes 190 pdf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20- sheet 13 for additional spans and loads. 190.p� 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.Copydg 2007-2013 State of Florida.::Privacy Statement::Accessibllity 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 emalls 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: ®ME Safe: QMRAL_N 1.TITAN R FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THE PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS SEEN VERIFIED FOR (C)TO EXISi1NG WOOD TRW auIIDINOr Grpy MIN. COMPLIANCE IN ACCORDANCE WITH THE 2020(71t 0MOI0 OF THE FLDRMA BUILDING COOS.THE IOC =IMPACT PROTECTIVE BYSRflI MAY BE I STAU ED AT MON VELOCITY HURRICANE ZONES(UNIT)AND OUT OF THEM("mr). I C t TAPCONLM WADVANCED 1HIEADFORM TICHMUGOY'OR 1/4'I CRETE-FLER,AS MANUFACTURED BY MTW/BURDF]L DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS I=(HVIR)t IBDB PRODUCTS.RESPECTIVELY.OR/14 ND$MOOD SCREWS OR 1/4'0 NOS LAD SCTTW/B FOR A BASIC WIND SPEED AS RMUIRED BY THE AHMOTION WHERE THIS PR00ULT jFb7 LLW EpAFOp AMpIRE DIRECTIONALITY FACTOR XdrO.SS, USING AWE 7-18 AND SHALL NOT IXfXED THE MAXIMUM AJLD.DESION PURE RATING INDICATED ON SHEET I& fimm, . IN OR TI VERIFY THE ABOVE CONDITION. ULTIMATE DEMO WIND(DADS DETERMINED PER ASCE 7-16 SHALL gE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4'P TAPCDN OR 1/4'/CRETE-FLEEX OR 014 NDS WOOD SCREWS OR REDUCEDDER TO A.S.D.OESGN MIND LOADS BY MULTIPLYING THEY BY C1 tH F FRAME UNIT INTO THE 0.a IN ORDER TO COMPARE THESE W/MAL(A.S.D.) 1/4'I NDS LAG Sf•IRWS WOW SMALL BE 1 1/2' OIL ItU C,AND a TM Ca CONNECTION PRESSURE BATHOS INDICATED ON SHEEP 13. CONNECTION TYPE.AND 2'FOR CS.OR AS INDICATED ON W000 SECTIONS ON SHEETS 10 THIHU 1Z NO TIOIEADED IN ORDER TO VERIFY THAT CDYPOl1ENT3't ANt210115 ON THIS P.E.D.BLE AS TESTED WERE MOT OVERSTRESSED,A 33 X INCREASE IN PENETRATION RERo WALL FtIRSFI SHALL BE CONSIDERED AS PAIR OF THE R[OUIRED THREADED PENETRATION. OF FA TEN STRESS FOR WIND LOADS WASJ�USED IN THEIR ANALTM A DURATION FACTOR CO r 1.a0 WAS USED FOR VERIFICATION C�MDMHM EDGE DISTANCE OF 1/4'd TAPCON OR 1/4'o CRM-nmt OR/14 NOS WOOD SCREWS opt 1/4'/NOS OF FAS�ENE IS IN WOOD. LAO SCREWS MID WOOD SHALL RE AS SNOYIi ON SHEETS 10 THOU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS RLEN VERIFIED IN ACCORDANCE MITI C.3)IN CASE THAT PWAST STONE,PRECAST CONCRETE OR BRICK PANELS.VEIEq OR INNERS BC ROUND ON THE EXCITING SECTIONS PURR t 1a00.TI OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERMO TESTING.INC. WALL.ANCHORS MULL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (NI.LLL),HURRICANE TESTING LABORATORY(H.T.L)t AIERICAN TESTING W OF SOUTH FLOIGDA AS PEN PROTOCOLS TAS-201, MINIMUM THREADED P17El7fUTON SHALL R AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFCRIIID AS PER SECTION Iola t 1504 OF THE FLORIDA MM MO CODE (0) To DOSTMO STEEL STRUCROES MIN. 12 GAGE.FY-33 RM(MIN.)MATERIAL. 2.STAINLESS MTE0.SHEET METAL S3=n W7 USED AT SLATS t(C SHALL B[/ lO:3.410-HT MINIMUM SERIES W/ 173.6 bl YIELD -1/4'0 ITW RUBBER TEN SCREWS,W/FULL THREAD PENETRATION. STRENGTH t 1aBY HI FORD E SAGE 30. WEST S SHALL BE COATED WR1H KYLAN S000 SERIES FWOROPOLYMER COATING.AS MANUFACTURED M WHRFORD Co,BOX 507.WEST CdE3TE8 PA 10Sa1. moIESI . 3.ALL ALUMINUM EMUSICHS SHALL at ALUMINUM ASSOCIATION ALLAY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF Tw BUILDER TEX SCREW I*. FOR a0a3-Ta ALLOT AT SUITS SHALL BE Fir--23.a bL ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DLSSIMMR MATERIALS SHALL COMPLY WITH SECTION M-a OF THE 2013 ALUMINUM DESIGN MANUAL 4.ALL SCREWS TO aE STAINLESS STEEL 304 OR 318 SERIES W/UD kW YIELD STRENGTH AND Im kd TENSILE STRENGTH OR 7'ANCHORS SHALL BE IWALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND"WnCAMM;of THE ANCHOR a, IT SMALL IOC THE RL3PONSIBIUIY Of'HE MANUFACTIIRER. .>L CORROSION RESISTANT COATED CARBON STEEL TW WEX TEX SCREWS AND SHALL COMPLY W/FLORIOA GUIDING CODE SECTION 2411S.4.ALL ALUMINUM POP RNEIS TO BE 8032 ALUMINUM ALLOY WITH ALULONUY MANDREL MOOD PRANCE ATTACHED DM10 OS.�IX PROM BRAG[ I"SINTER SHALL ONLY Or ATTAECIED CONCRM BLOCK OR BUI S.BOLTS TO BE ASTM A-307 OALVANMED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 0. EACH UNIT MUST BEAR PERMANENT LABEL IN A VILE PLACE WITH WINNOW NOTE:DURING PERIODS OF MMKAHE S.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HUE GRIMM TENANT.OR CTTIERS.MUST PROPERLY CLOSE ALL CENIMECES AND ENGAGE OR LOCK ALL LOOKS. (A) TO ETOSTINO POURED CONCRETES 10.PRODUCT MANUFACTUREWS LARM SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT.PRODUCT IN ACCORDANCE WITH SECTION I - 1/4'0 TAPCON W/ADVANCED THREADFORMI TECHNOLOGY,AS MANUFACTURED BY I.T.W.aUILDEX.NC.TO ION. 10-3102 psi. LAREIM To C070POL L@jMIo THE FLORIDA BUI OFF COOL THE FLORIDAONE AB EL SHALNG IL PLACED FOR EVERY OPENING. - 1/4'0 CRETE-RETR.AS MANUFACTURED BY ROO CONSTRUCTION PRODUCTS TO MIN.4'0 x 3/4"SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN./3350.3� 11.FOLDING IMPACT PROTECTIVE 3YSTEY'S INSTALLATION SHALL COMPLY WTN SPECS INpG1TED M THIS DRAWING PLUS ANY -NOTES, BUILDING ARID ZONING RLTULATON3 PROVIDED BY THE JURISDICTION WNW PERMIT IS.'APPUED TO, AM)MINIMUM EMBEDMENT OF 1/4'/TAPCON ANCHORS OR 1/4-o CRETE-FLEX INTO CONCIRCIE IS 1 3/4'.. 12.(A) (THIS PRODUCT FOEVALUATION SRI DOCUMENT (P.q Li.PREPARED BY THE ENGINEER 8 STE EDNDITEMA DEVIATE AND DOM NOT pWqX THE r. MINIMUM EDGE DISTANCE(LD.)SHALL BE AS PER SHEET 13. WHITE 7 A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIR0.Y EMBEDDED (0) CONTRACTOR TO K RE"ISIBIE FOR THE SMEOTION.PURCHASE AND INSTALLATION'INCLUDING LIFE SAFETY OF (7/a'INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THE PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES RIOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL LE PERMITTED. 1/4/-20 SS SCREWS USED SHALL BE 1 1/2' COMMONS DETAINED ON THE DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE'COMRACTOG•S RESPONSNIIIry, LONG MINIMUM SHOULD STUCCO EXIST, A.3)IN CASE THAT PRECAST STONE,FRET=CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXETMO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CdEfDQED INVALID Ir MOOIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ANCHORAGE SHALL BE AS INDICATED ON NOTESH TO A.1 ARFJU 2 AWL"N' BEHIND SUCH PANEL DECOME THE S. (D) ENOIN1lF1f 00 RE'C01 PRO=TS SMALL p(Ep,�~THE PROJEC FLORIDATREGISTERED AND WHO WIL/EE CARESP ARCHRUI WHICH WILL ONSIBLE TOW THE PROPER USE OF THE►.LL INCBEEII OF RECORD.ACTING AS DELEGATED ENGINEEIR TO P.E.D.ENGINEER..SHALL SUBMIT (B) To EXISTING CONCRETE BLOCK wAu:ASIM C-Bo. TD'THE LATTER THE SITE SPECIFIC DRAWINGS.FOR REWEW. - 1/4' TAPCON W/ADVANCED TNREADFORM TECIRIOLOOT AS MANUFACTURED BY I.T.M.BUMEX, INC. (1) THE P.ED,SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'/x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4'/CRETE-FLEA.AS MANUFACTURED BY CLOD CONSTRICTION PRODUCTS. NOTEM THIS DRAWB(0 SHALL ONLY K USED TO DUNRN 0.1)MINIMUM EMBEDMENT OF 1/4'0 TAFCON ANCHORS OR 1/4'P CRtTE-FLEX DIM CONCRETE BLOCK UNIT E 1.1/4' Hlltlllllllpl�lN FOWLS IN THE STATE OF FWMDA MINIMUM EDGE DISTANCE(LL)SHALL BE AS PER SHEET 13. \- •••••••• YNGIlIf NtBeleana LRa) B.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/a7 INTO THE CONCRETE aLACI(UHT. NO ` �, FLORM IBUIIORW CODE(High, Non EMBEDMENT INTO STUCCO SHALL BE PEIIMTIE0. 1/4'0-20 S.S SCREWS USED SHALL K 1 1/2'LONG �•` sLl•',9�: Ono fIfEEO AIG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DAA11N tIh MINIMUM SHOULD STUCCO EXST AND I'MINIMUM FOR WALLS WITH NO STUCCO. WN 8.3)IN CASE THAT PRECAST STONE Olt PRECAST CONCRETE PANELS EEE FOUND ON THE EXISTNo WALL, _.. .. 44167' '• C tyL1nILM� �11EE� fyLDn ANCHORS SIULLL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORACE -.p: IL E C O INC. FOLDING N MTCNL CW. 7/to/DmD SHALL BE AS INDICATED ON NOTES LI t L2 ABOVE 7 STATE OF a Eta wx _ PAW 1�IfLxRxR wnn Kw i.aw .0.°°-n..r'~.SSm�o�' Spo +S-toxnrj mom -Yft 20-190 CA-0owlt 'a' a ME •••�:� t� WC7ot A if.PL d4MN0 V.11••• tN R01m4 1k 441 E7 ... aao• L.I' ao _ - a tB-Ei jw i ALL ® SLAT. WINDOW. © � ®�T '•a•• s"°4J.W, A LMSTAAS FE S sass-rs ucor coal-73 AUOY ®FOR RPlF7'F MAY LOAFINCLUDE'PERf0RA1lONS AS PER 608J—i5 ALLOY DETAIL ON SHEET 3J 00 8E USED ONLY FDIP OVSTAWT/OA/S JO FEET oR NIGHER A9OW CRAVE I1V7Z/'R7O1� PTfi$"F sass—Ts scot MEASURED AT SOTMM'OF.OPFNING SW COMPONENTS 20, 21 &22 ON - ALLOY 01 SHEET J) . snr• rx.• .ur na' :ra• ,oR. �. ./ar t7Ya' tOH• .aar SASE' rare• r.nr Am .ear.ava•.. .efY � 9_ �, '�• N pQ q i .art• � mr' •I :ne• ate. 6 s>�• aaaP aw' ® WALL NFdnF.R ® .80 MAX, Aa CE' KFdAFR 00-T5 ALLOY S&&6Mn TRACK TOM SIL I aaT-TS fluor ® BOT . 97 CK ® BOTT��I TRA .!t d Dd P7rk'l� 606J—TV ALLOY OCAY—Ts Auor 6OW—T9 AUOY Barr 12 COMPONENT oar a b i1 f2 'car 43 ® 2' S'MAX. 0.125' 0.125' ae- ,oer ® ''''2 4 MAX. 0.25 0.25 .art• © 1' 2'MAX. 0.082' 0.082' S 41l9' ©1 ALT. BOTTOM TRACK AD PTF'R © .BOTTOM` GUARD ®�6063-76 a ALUMINUM ANGLES ® $dlN ALLOY ALUMINUM ALLOY 6063-76 ALLOY 6O6J-75 ALLOY COMPONENTS 02mTrxmoera r"" u ScC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM euru m "".0-16 Aa L = No.4 = "P 4167 FOLDING sra % LOCKIIITG TUBES * •' � I L E C O ewe. SHUTTER CORP. �>< •a0rmeno corraNr ua wrmr un,n uu a aro AT C NTf'RPIF' Iyr 7!7 STATE OF r� "�"'' r„'-,�a„ rro►wm,,.t 20-•1ao 6vss—r6 Auar —T6 ALLor �.a'•.F(ORIOR.•:P a •"A1pr:�"�'0010,,, ...J.rar..r„ PF I �y b1C� ♦♦♦` vrxmr A7°1°1fn�'%ac ..•• --Ti�1.F' ♦ ♦ rt.mnot lle 1 141R7 v n„r .,� lIIIT 2 aria i � I i �r,'aourtera i (J)ROWS OF ,rtaa bl SPAGLD � i VIR ECI OP i ' SIDE MYDF TAME 1)SlATs TABLE 1: SOURCES FOR ATvucxLE i I snomm apmw a ) I (p) , rvrarx waor+ s mm nvmmr I 20 11GAfV0Fo av 31 law mrm Arm ' i NE7A0V0 !'�S�dI iL_— W4/DC1T SPECFIC CWAWN ASTII OM GAM ID/AT 0.043 If/f: N mfflWJ J s1RERCTrt arfw ASTY ban CAN p." 9,S00 pal, to FLENI ML Snwcm Kr YIELD FtDNRAL u000W5 ASIN 07p0 1LS00 Pal. tJ.M p.O d. T.000' i i i ?a MV M S1WP-L�V�Egm 'Lrn 3'b�000 p,fJ. 3I3.0m pat. i AAAJE i wolobw XOtalm Rw AStu W35 18 Fr-lb/In 17 FT-4y/L, s� (SEE'TABLE 2) mrsmwoEMMM_ ' 1 ' 1A RA TRAaTATc A 0 M 2 as s OU X UAX C-1*LASS CLMS SLIT XTNOOW :SELF XWOX SLAT'*Wow ASfIJ 01SS o1929 Ion T � SLOW"mw p i i CCTV i AX/70w8 m?E VIEINNIG TENSILE STRE716M AFTER WFATHEFM AM 1.000' ; No MAAlooW(SEE TAKE}) F>o2 W. am wLL TENSILE STRESSMW13 XEFUM WFAT omo AS D ry AM, � -AAEY (2)RWDOV S ANY BE N ONE SLR SPACED MB1 P.L aam pal: A AWMN OF 24'AMBr, BAN t? ARN.FROM a EARS ar sTAr TOP B DORM - 9AT AATAST p� �WSFAALD ARHCEM TABLE 2. SOURCES FOR TogVER NOR AT CORAUM OF PRODUCT. r-- --- 4-11 ,S7.rlT DMA/► TTAwL naawEleAes MAW TOM co~ &AMV NnAV SLArS ' i i 20 -�EVATION) Fttrssut SPMFIC /1WTB1iS mTY AMU mug 0.042 e/m• m i TE MEW S1Ea�E1CR1 AMU� i1.S0O wfl ROWS TM LE i i' �• RMRWAL SERWOIN AT YIELD WMEEP vtsa i r APAR! 1�istc a i ` faro' WEAM MODULUSFLEKLIPAL �y DT90 4=0�Rvil iL 00 i e i MN XOFOED¢00 ASTR OM OA rt-6/1n t . , ' O �• am- COUnceff OF THEINAAL EXPNWSIOX Asm DSuf kvtn-.F �YFuuwam ms■t0 ' Zl ,Z_CL� ® .7NAP IN END CLIP AWLTNO TORERAMME As u Fmite aco F BE LM.AS AN 0 r FWP ALL I,SrALlA11EWS RAT �INDOw ELEV�TION ANDER*ARGIL YISSTLE Aw AYCLUOE•PfRAtiRATTOJy$ As PER W oETATL -RM ANX.W KRMS ANY Mi N ONE MAT SPACD TYPICA S D A 2+'MART(WX EVERY FO MATS). W WI DOW NG TYPICAL ALIEMATEERFO A S � SLAT WINDOW ELEVATION (SMALL M/SS/LE IMPACT) (LARGE MISSILE IMPACT) „,1TtEE°FFFFAIA,,,, ` Ftm"WLDWQ Con(Holt t plan fth YfltAattLr RMAeFtDenW 7Antr) ��`��' \CENs�:'•. ��'. m"m TMNW W' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM a►w+WW a NO.44167 = ��. EL'O ewe. FOLDING SHUTTER Cam. vlonm0 7/7 * an • OFt CDIePAXY 1tlF=t1ARIM Wttq tote A■b • STATE OF %n"<W.3�1 Win`-,cp` ,�,a' Wnrr TwuF mA°' 20-190 ftewscaLmil 7IL1q ttteAtmw w P, ,j •' ��\k��` Mt /F ld P - aka ufts� rF fn o � � 1� f /Illllltl,i111 tNQT J W 13 A . 2'OFOW/ O �© �© OR O :4;)( (2 a zo USE(2). AT 30- S•. I ` to O.C. FOR PANS .. .! • NOTES ON®k LOCKING TUBES®AT 40t®. UP 0 BB' I'TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED �(3) ®ATT30'O.C. AT 30' O.C. FOR SPANS UP TO BB'• USE TNREE(3)%FOR LARGER SPANS SPANS SPACED AT 30'O.C.AT YIDSPAN. COMPONENT 09 yAY BE w THAN 99'UP TO 144' 4 OR LOCATIOAL N OF OR SHALL SHOWN ON D TO TYPICAL ELEVATION. �ON. N KIL (()) � N 1 .. PTKfbUCTS CET'AERnPIECES'Z4J AT OR S ATWALL INSAYS BE TALLATIOSED NS. LOCKING TUBES'H ,®SHALL BE SECURED W I.EVE AS SHOWN ON MEET•. OR S (2 t t SEE LINRATIONS FOR®ON SHEET 2 u I LLILJ—JLU dt Ism i END CONNECTION DETAILS ON SHEET B TNC FULL HEIGHT,O FOR O O © , O WOOD CONCRETE BLOCK OR 6., 7 , 7 + 7 + 1 B WOOD INSTALLATIONS. O+ O O O 9 0 , 9 O+ 10 + 1© 9 O+ 11 UNLIMITED WIDTH— ELEVATION .46 4- NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU B ON SHEET B. SEE SECTIONS 7, 7A d 70 ON SHEET 7. i SEE SECTIONS IW & 2W ON SHEET TO. SEE SECTIONS 4W,SEE SECTIONS 7AW,47BWIN . 1 BW R 14W ON SHEET 12.I ```` ONnnnr�`/ a a r� - FtaeD1►wRom COOL(1LOh t Non NrBI1 wlemy NOwefoelu Zen) ``C N8F %' O TM10�III TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ouRR No.44167 * IL ECO�Ne. FADING SNUiTER CORP. STAE OF oAa �'�`m�cw INO COn 911' 1�1�1MIMW110 Ia1C i l�o R Jl— .,��'•'•F�ORIDP •�' 167�ptAt�,e��i„�n, ,ro, An,�e-�a am Ya1oo P.E sFiLL/'(1q„+,• •�„1G, �` ilDRRtaAUe/Is�iiEi A411Y0 IM POURED CONCRETE OR CONCRETE BLACK WALL REQUIRED. CANNIMIEII C 4 Off.TTicx ss OPTIONAL RAN HODO oPnONAL RAIN NOW POURED COIICREIE EmsnNo NON STRUCTURAL WALL (SEE SHEET 13) ROLLER IHOtSTND (NON-STRUCRIRAL) (NON-SIRUCIUIML) REWRED. TRA1(OECORATNE HI o $ Ns t 2aoo•MN M4/. •_ /1 O.e7O ) t� j oPnONALRAIN WOOD STRUCTLIII /10.a•S.S.sus W/0-37r LONG I (N0N- BUSHM W/At�50• -]/1e•ALUM. W OP T� I 1 LONG TOP SEOTMN o.SW 'CDw. O.T/o• ate•O.C. D.D.AND D.24S•IAL AND 0.16 POP *O.r-. •a O 1Nt o.G 1 (r.4•MA,L) 1 Osar LDND BOTTOM AB EUMDEX TAPOON1 I 3 1 SECTION AND WFAwHER 1 Y p345*45•1.d. SQpppRp EA P'DI1tNED CDNCtETE CLASS W/ L ') IHIR SIDE�•) 1 or w WALL�Rm K (SEE SCHEDULE I or flLNI OR I t/a•o•1•TEK ®t DN SHEET 1� ® 1Ar 0 E'm 1 SCREX OE T/4W-20S1• J/te•/EVIL t >i o�tCTSTlolN I MssAS/d"R"•D.C.k N OPeRA E75 I POURED CONCFMM W/1 J/P M,N. L or MIN.SEPARIITION OR C BLACK 1 1 EMBEDMENTO U•O.G or I t TO CLASS WALL REQUIRED. I 1 Or SCHEDULE— TO .W ®t � POURED CONCRETE 9 / 1 MN.SEPARATION & OR CONCRETE BLACK /, ',� TO SCHEDULE WALL RETRIRm. I ON SHEET 13) Is (SEE SHEET» 1 or W •` I 1/4•W■1•TER t 1/4••Rw SCREW OR I/4W-zo•■t• IY/A9YAN� 1 S.S.Tas wrm Nur rt WASHER o 4•o.c /10r3•Ss.SYS N/1/z•W � TEORNMSImMUC IM .1•HAND NYLON BUSHM_iS 1/4•W FIDD ((��3) AD'/4 WALL FACE MOUNTING INSTALLATION PROm TmH i _ LDNC(TyP,TOP),DfCFPT AT 1 ' SECTION 2 W/13/4'UK I ETffr"o r m I (2•.4•MACH.) WALL FACE MOUNTING INSTAL L ATlnu 50 x SECTION 1 tR N1O10i SPANC O ANCHOR GROUTED BLOCK REODRED (I fc-2 kM POIINED� 1� OED. DI NON STRUCTURAL WALL TRIM(DECORATIVE Spy) o SPACM DECORATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION � SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE �•AS.D. DESIGN PRESSURE RATING . +--0 -90.0 PSF ``.``o,tlkisiTrl(ij'�r,, FIAl110A & CONCRETE BLOCK Mawr,CM�t Nn No�NMR � SCAI N.T.S. •••• (� ,D 2mo mww INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBMATION OF erCEltlhe * '? N0.44�6� _ Yr E.D. - EDGE DISTANCE fy�•.'_�_-`� � * /� 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET iS) ? IL E C �11e. FOLDING SHUNTER =P. 71 IN ANY WAY To Sul(ANY INSTA"TION. I� STATE OF DAtE ',r 7 TaTINo 0 orwrttallo ANr INNS MMEnW LelEo on a nw �y.c•. - NG `r . nIII INAMM N. PL RLYQ\u P.E. 'O�tY' rrt Aa tas�� WRc 1t INIIIIAAA o n-� � .. NNW 5 Or 13 1/4'0■3/4'TEO STEW OR 1/4'.3/4' ROUTS POURED CONCRETE on NUTS @ WAS O 8'O.0 CK S. CONCRETE BIM WALL TROIFD HOUSING 1 TO CUA95 ' I MIN.SEPARATION coma DOI C4 EQ.. oPNDNAL RAM HOW SEC— TO CLASS (SEE SHEET 13) (NON-STRUCRTWII) ; ON SHEET 13) Or & N SCHEDULE OON SHEET 13) 7 or /1OW S.S B.M.&W/1/2.4 AUERNXTE J/fe•AWII. t M.IERNAIE:3 1e•ALW.N3/4'LDNO o1 &6HDNCS POP RIVETS O S•O.C. i S•O.C, 1 ®t S BOTTOM). TOP)AND 1•EDNO(Trp. AT RFAA. yl Ar I�lER IAT REM1 op � •s W Y �osssR ro�(ErPj � �,� � �� j � • 1 i/iC OTC,Iq/N� I En Eo ' 9 y/ RNATt- 3/1e'ALUM.POP RIVETS LEG*ARM J/fe•ALUM,POP O 1('QC,DCIH SUES /10 K S'S5.SYS W/ ORIDMATIOH d RIVETS O is'O.C. D• -0 0.. LONG BL&M W/A 0.150- 1 0.1eJk LONG TOP SECTION OZOO' MRL SEPARATION O.Z7r*omo• .. O.D.AND 0.243'Le.AND I TO CLASS ULTRAFAB IRK.3/4•PLYWOOD - MM.J/4' WEATHERPL ciG.IDNO BO110Y STRIPPING Fil F.Or 1/4'4 TAPCONS OR RE01R�D 1/2•MIN, RE EO SECTION OJ20'O.D.AND ON SHEET 13) CETE-r= N 0.243'Le. SNTrf •) ®t J7E� ANCHORS e'0.& ^ 1/1'7HRU BOLT a/ M WASHER e:NUT O to*O.C. �I 1/4'INRU BOLT W/ �Q{ EACH SIDE POURED CONCRETE OR WISHER @ NUT Q S'O.C. 1/4'4 TAPCOS OR E ALU 7 or CONCRETE BLOCK WALL RZED 2 N'OR k9 k ATE-FLEX ANCHORS e'o.c. ALTERNATE J 1W M. 2l/e• PgAZED CONCREIE OR S'..7'.1/e•eoS7-Tr d)M. AT REAR POP RNM®S•O.C. ®t ANGLE Cam.AIUAI CONCRETE�REQUIRED ALUM.ANGLE OR BEM PLATE _STANDARD COUNTER—TOP MOUNTING INSTALLATION ATION ALTERNATE COUNT R—TOP MOUNT IN SECTIONS INSTALLATION !SECTIO 6 � � _ �� NAIf.AS.D. DESIGN PRESSURE RAIING� +66,0• -68.0 P� '' [MAX.A.S.D. DESIGN PRFSSURE'RATING- +66.0• -66.0 pSF a w d 3 J/te'ALIM POP MEIS O 1 MTN.SEPARATION. To•O.C.BOTH SIDES m Gt�s Sm (ON SHEET 13) gel &IR UR*MATE L00 -E.Or aJ (S 1el OUINNECIM 3) ALTERNATE LED CRI NUTION&ANCHOR ®t ORIENEATON POURED CONCRETE OR 1/4' A 3/4'1D6 SCREW W/ CONCRETE BLOCK WALL S/e•WASHER OR 1/4'4 3/4• i I. L BOLTS W/NUTS k S/e'MASHER OREMARED S . 4'O.C. -BUILD—OUT FACE MOUNTING INSTALLATION d SECTION 4 (SEE MCONNEC ,°N a g M. ED, 1/4'0 a 3/4'no SCREWCK i POURED COCRFIF OR OR 1/4'a 3/4'BOLTS W/Him INSTALLATIONS DETAILS INTO CONCRETE DDNGRE,E RM,ATED N: "�^�oe O.C. & CONCRETE BLOCK -o 0 SCALE : N.T.S. � FLONDA WjrLIDM COK(Nip!Nee NISh Vale*Nu,++poR.Zan) NOTE FOR COMBINATION OF�ECDONs: '. N'\ s O10Q0 ttutto TITAN If FOLDING IMPACT PROTECTIVE SYSTEM !'ED. . EDGE DISTANCE F.•' ONAWp ny 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) - :• No.44167 r /� 1Hr IN ANY WAY TO SUIT ANY INSTALLATION. * I IL E C 0 INC. FOLDING SHUi1ER CORP. 7/1enoE0 DATE t SEE UM FOR®ON SHEET 2 7.7 STATE OF TT3TIN0!RNC=NG COMPANY 1"2 MARON LBTT=K".M.BLVD 'ECO TOP '° "'a.."�`.H WIOa,m Wm�11 L P R Hry '�H.ase" Ha, H 11� 20-100 x7m\ ••• HSIAWINO Na •HHH ,�.1�N HD10OA U./Mlel Y e� - SNIET a of 13 •IA11.ED. POURED c e� . ROLLER HOUSING �. OPRONL RAIN HOOD (N""WR IC 1•�,pR� ROLLERS O.BSS'A(TTP) .3/4'EONO"LONG (TyP•TOP)AID 1'LONG(lyp I whom) DMEPT AT ROLR I wsm(11P.) /10.3'S.S SILS.W/ OMY LONG NTION 3/1e'ALUM 8181lRRi N/A&I60' POP ISOEIS. ILONG TOP somm"OB00' •1B'O.C. OIL AND 0.2A3'Ld.AND CONE ale3'.O17o10.030• amr IDND BOTTOM ULTAAMB HEATHER SECTION 0.32D'DA.AND SROPPNO EA.SIDE(TTP.) f� 034e'1A (iTP) OF MINARGION or ® ZG ASS QD t M. ARATANI lid �ON SHEET 13)� To MASS(sM SCHEME f Or I ON sHE1T 13) ? MIN.SEPARATIM ® 1/�'•R 1'TEN SCREW OR TO GUM 1/a-s0'.1• -,us WITH r (SEE SCHEDULE(IID � NU(!IOLtiIER a'Oa ON SHEET 13) ®0/ w ALTUtWE 3/11P ALW. AT REAR CPTONAL RAN POP RNETS ®S'O.C. .sj 111 _ I _ O1WD �3 ALTERNATE lEO ALTERNATE J/IS"ALL.POP mwm p r 9 LOGHON 11ii11 I 'Rn rl AT REAR 0 3.OL 3/1B•ALUM POP RNETS ANCIOR OO1111mm C7 �� 9 •IV O.C.BOTH SIDES (SEL SHOT 13) 5 3/fe•ALUM.POP fwm •1O.0.G BOTH SIDES OM OF EO. S mm OF ApWPIICIAM / SIM IF .,Pou�o can RESE oawEsllDN a REOARED (SEE SHEET 13) APKIOCNKE DO. POURED M7,RICREIE . POURED CONCRETE REOUNED. •►K ED. TIFOUNED •MINN.EA. es •If/.CD. (SEE SHEET Is •ISM ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. IIORIDA WLDW COD[(Nph t Hen Nlph Yebdr NTN11oaMe Z—) 02M Tnmo INC.NOTE FOR COMBINlTtON OF SECTIONS III �`�: ��C SF••'• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM outUN�+ E.D. � EDGE DISTANCE _ ur 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 0.44167 _ /IDS M ANY wla To Burr ANY INsrALIAnoN. * _ IL E C O IIIe. FOLDING SHUTTER Cm. T1AIc 7�7 STATE OF amWmallo ealrANr 1W WfIN um M'L avo a1.f.a>a�A rRoat n m1a WTDR �/�,R 7ER" pap71-1m,rr T>1rSrn-+An RD1�o-M1-071 20-100 t SEE LIMITATIONS FOR ON SHEET 2 F P,:' ® ��i!`'•..�URIO a wnm1E ....now�rn.%am ORAWNO M. a� PE • •�.� flDf1DA Ue./441e7 Y n•a SHUT 7 0►13 N OR cam•wx » ,�FtR nolDxna TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) # 1Rw M tx+erXnE ALLOWABLE TUBE REO"D ANGLE NUMBER OF ANCHORS a Ieo-n AOav o 011c o TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE tH1r■s/P 1 Dt fXf6at O SIZE P SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM •r os. tn.fx. 3•w•.yw. TUBE TUBE TUBE et 0-T, %t tOmY 60� 106.0- 13 8 A,att x"p,Fx""pOTwx& 2'x4'x1/8' 96" Bg,D• 17 10 R+pJ 144 3'.n%4 LdmH 69.0' 13 8 ®} A{46 Nqt v so" 1177 17 to pa so�ua> 0 t � t •+ 2'x4•x1/4' 98' 110.V 21 12 1" 91.0" ;21 12 COME AT TOP) 80" 109.0' 17 SPAN 711r� Ym�LM��I}N}�1fppi?��tO�1�INST I1AT10N 2'xS"x1/8' 96' 100.0" 21 10 �ILTI 12 9ve tux�'0" a t YY 144' 81.0' 17 1 10 FS lOnl 80" 124.0' 21 12 'p +�"� Z'x6'x1/8' 96" 114.0" P1 12 atr.ats. 01 144 93.0" 1 21 112_ M�,/.ti 10iO1M OxE> t mu'41.LINUM j # SHUTTERS MEIGFORM ABOVE R BE"DOES NOT EXCEED THE MAX MMIC1 SPIN SHOWN ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHTj 1/4.0■3p•1R UtxOF o o O p TUBE MAXIMUM •r u ALLOWABLE TUBE A SIZE PRODUCT REO'D ANGLE NUMBER OF ANCHORS • —————— — ————— SPAN SPAN LENGTH EA END PER END OF TUBE SPAN iLt FDI CatOul[ ----- ------ •v Vw eem-nwnr nam m q 60" 78.0' '1J 12 a eo,d rinlu fO a Y ce 3/Tam tr Om�, .•w .1 w TUBE Pmsamutr< 2"x4'x1/8• 96' 80.0- 17 15 commm Anumw01 1xxH a t/.y,uoo,e 144'CMRWQI2E AT 48.0• 13 12 Sm MITE YOLIY*+NG NMI I ATION0' 21 is���■��yy�—�r 2•x4'xt/4- 96- 79.0' 21 18 OO�.•■ai.•TOO DTI —"-` 9m TOM tDdO 85.0' 21 AT =LOPMOG■xLT: 31.r e.ab•.21G1t/e s Vr�n Iw 18 tD■3n,SM-n AtIaL Ami On 15 01 a t�y p,a eHo I,r M_ 80 77.0' 17 U►.1 ISO!>e �} 2"x5x1/8• 96' 70.0" 21 18 144" 57.0- 17 15 80" 88.0' 21 18 2"x6'xt/8" 96" 81.0' F21 18 Z Z 144- 66.0" 1 2 18 0 0 0 0 INSTALLATIONS DETAI - Wf WAN TUBE IUTn DntlDrn COWRIM ,/o..3/r to,mo v cv COW RIM•rat: — -------------- OR GROUTED CONCRETE 91 nrrr A �>�s�txnuc ------ -----o 0 0 yy O o O Maw Tate 14R ep[pu SCAM N.T.S. }. i MAX.AS.D.DESIGN PRE�(!RE RA1N0..t72.0 PSF � - 3LY r _ am-. 3 LemAm AME Aon�pleNf(s� somuLD l9I /ll// FLOWA r=W CODE (I#ph!Ne11 MOh YtbalyF FiDrrlton�i�Iaj at 4V %CENs�.'.9$ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Rust Itn POW 0v ICI Yd ®' Fre/ 0..44167 �L EE ngt,.., f �NG $HIT �Q�. �/1o/rmeDA1c cN;r■>/a lfxa tare. fn om cols n tlfK AMO EO.L. �� 1M2 WeH1 UMM IRA A.K" o STATE OF x'"'m�n`-,1 SPAN 7L1 YOLtN!!!m +wr••I A1WIfY 9..• :�,- 2MAffA1 0 t ft SEE IfAMM9 FOR®ON 91EET 2 •.F P ��4 Ck•OHOU71. Yw.hIU6,Art�11Y�At■n .. P.E. +MLO A-_f.Ir 441 PL ttsr w tR xa. - - SHUT 8 OF 13 T11K10/8/fJ0.1E-oz / " ANGIQQ•1r (Sff'9[ET --.— —/[xenq WlSS WL E•. STRUCrUNE SI R{IRE (SEE S M 13) lxmm - S.73R'(rERJ S"Ricam R 3/1r ror RaE1s OR arc lore 1/V,3/r Ras• f1w.) MIS 1/4' \ 3 1 1 1. �Noales•,r or_ I /1r ioa Rags ,� ` or t or 1O t or 1Q t or QA t WALL FACE � �\ 3 �� END CONDITION BO p v 1 •r o•Q 2 \ I rpm RN,v on a3 \` "vvn e mem 40RH ;e•*'ot3�4• o• I1� p ORI��h m 00 3r as. M •30•09.• i HORIZONTAL SECTION 20 m�."° 1 O iW wUP NmRnN01L 3EL11ON eua ma s resrwmgem ww .Ram ON out" "vns onuwo mu"an am m) (eLwa n,aaoR ma•to of I 7�C KW 1A6RIf AT LIST SW AT TFTJNW/i$fNlAi ft o r nim ooxr. 01e°RO3� f4 OR t- 9DSS-n.um s,au 4 OR \ 3 t sm LIMIM S FM®oN jW s 0 W , e�Ewe SH \ Desma ReRucn31E rJ •,r im BUILD—OUT mmm 5m mmm t/e' '/"• rt uui•ixaE END CONDITION � "L Ea m 3/1e•aer Haas OR ,1/4',3/P fob a, aosnNa s1R1CR.¢ 1/4• 3/4'•OLI3 w/ �^� ' END LOCK ANGLE E HIM 1r ae END LOCK AN-R F J.7 3CCI1011 HORIZONTAL Mmm ONE LACKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH DRERIOR OR r _ 1/e'eos3-n WPM 1 4 ■3/4•m1 rnrr.,uRnu,e edr,Nc1E INTERIOR CENTERPIECE 4g)oR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ® A (3) •3r ac• CQN_CE•r OL SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'xO.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED ss,a uo3dirT'JtiRUP JO INTO IT WITH A 0.120' c.d. HOLLOW PIN. THE BOTTOM 1.100. OF THE TIP SHALL BE 0.363' DIAMETER WITH S9,I=I,= A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 3aouoR an OF THE TIP A SQUARE. 0.475'x0.475'0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR (5�ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vM� SHOWWNN (1)PIECE, 1.375- LONG, A 0.366'xO.36B'xO.53O' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @ THE TOP OF THE PIECE MUST INCLUDE A 0.584- DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. � a SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER ( . OR n?mm HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. OR onum 4 OR.(5 SHOWN ALTERNATE LOCKING SLAT CORNER i O ICING DUAL ,Np111HlllJglljJ�'' NaR¢aNE¢s¢e11o11 ��•�'R A T!(C ''% nMU RIR M CM fth t Ton Nrsn wie*TRultTman r,n») END INSTALLATION DETAILS INTO CONCRETE. �? '�,\CENSF' .• -1 � D*�+`0D TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM m CONCRETE BLOCK & WOOD (AS APPLICABLE) = 1 No.44167 = wo _ * IL EC O,IMt. FOLDRIG SHMM CORP7/10/1020 - t7 DATE STATE OF trallea•aanamNl•COYRANY un NAM mnn Ow JN.IL" z9. 3! .fir a v,w rcoa n 3fi� wwftwoo�%nm1�O1 70-190 %0,c'., C�OjRamiEyIU rJ-aaoov "' * ObAm N. •L ���vrv1 ,1�• n*R /41E7 IM~lk �' bar eas,. r3 13 A A oElt 6 g� Y.r.t W J MN /+r P'OP W&M AIW N tlt �o a r.r ow FROM opemm �oPDmtRaz Lm My FACE a roNO 1 �q salt aor smuenn rant PER sEDI1ai t fatty e W J/+r r P le�fls, ..aP rn• MGM FOR uMFO fruL am EXTERIOR EL�lATION XM SuuR AT HEAD PLAN VIEW A-A DN AND SRL AND Bum SIDES - OF PRODUCT I® ® I RN1DBtIs / m �� /3'■++ ■+ .o-r OPTIONAL SIDE AN.L E WK emmt OR TO VAL(2 REM" ('ax stellar 4 S1tLT D) CPE7E 2(1 t/4•■U CON/ AF7t N6NOP5 rA.AR2l£70 SIAD 8 �R Do fNtew rAr a nAr TAeams/a¢t[-rtac •d..'• DID al L DID ARCM a tr CC. qf, J/10•POP mvm OR '1 +/4•■J/r MM 3 JIfNICilAOE • i .• •12'D.C. 3 11r uL 50RNER POST � � • �� y��,�y����,�,pp�y�� >�a t API MR AT TOP AND WMU STARS) $ .9 Dim�MYar ftT TRAPPED'rNn CORNER POST CONDRION W/' �r rND NaRmouni gtlfou - — ��•�```�P+A!Tip l ij•''.,,� IWIBDA MIRD�q ODOC(�h 4 ND++ WbDRr N+A)Tbmis Zap) END INSTALLATION DETAILS INTO CONCRETE ��� sF'' O20i01R1°G01NC TRAM II FOLDING IMPACT PROTECTIVE Sr=U mu�Im CONCRETE BLOCK & WOOD (AS APPLICABLE = � 440.aa167 * *= 1L E.COINC. FOLDING sHM CORP. '^DN 717 STATE OF UAnM pan Rem A eWD a ap T.� fwanr rrn nut -toe 20-100�0,c•• FCORIOP: '.�"° IRR ftfm-e nap` PF • ` RORG 176 Miq w r �t� ■� ■4 r ■R Sari+AN A 13 m :�; WALL/V>bll l - 4y: ormuL TDYN H000 WALL vEASTt 0-(BIER Hausm IfOu'3S SAIS.N/1/Yo d/4� IOID'W &I.P. TOP) .00NMWV M @ AND 1'EONO GDP•OOT10N1,EACEPf AT ROUlR HDLt9110(TYPa A 60'a0 TOM SZ,HOLLER HOUSIND:r OPTCOL RAN,HOW _. .s wisp; ROLLERS .t yell 1 2•.4'COW WOOD .., HHTAADm RED'D. i I100_Tw I�ORG pn a/ ]/10• o s'0. i RnfTs. SEWANO W/A 0.16D' 0. OONEOIAI O1.. LONG TOP 8AND6Wm OEDO' ..163omw t s 1 0.0.A 0.245 Ed AND 4 1 —L lima LILUWAS / Or 1 0.228 IDNO WDT10N MEAiHER r QQ SECTION 0220'OD.AND 51RRPRIC EA 1 fig^ ,,-• aS - j 1 01W Ld. SIDE OYP) ® Sr s ]/16-ALM POP 1 (TYP•), \ RNETS•®TO.O.C. 1 UAL SEPARATION' 2'H � I Yl � FAm 70 or (sm semmRLE arONTO ®t ON NOV 1]) ®1 27.4'CW.WDOD 1 1 PURE REOb. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 8 1 .``V aaNrtmow m WALL FACE MOUNTING INSTALLATION SECTION tW INSTALLATIONS DETAILS INTO WOOD ``L`L41L1L1A"TICI%„''�., rtAAOA RRIDI►a CODE R NDn t SEE LIMRATTONS FOR ON SHEET'2 �� .y (fth ft V&* ® `.3P; JrvENSF''.; m00 IHa TITAN IT FOLDING IMPACT PROTECTIVE SYSTEM DAWN m ND1E FOR COM11W ION OF SECTIONS W 1-FOR WOOD FRAME CONSIROCIION:WOOD MDABERS TO * FOLDING cm. T'ho/t BE HAVE A MIN.SPECIFIC DENSITY OF 0.48 OR EOUAL 1- MOUZIG SECTIONS CAN BE COMBINED 0.44�67 _ �� r,C O IMt. tilt W ANY WAY 70 SUR ANY INSTALLAl10N. T nN0 t utmtataND eoNr-ANr tpE WA111t UIIIIOI 1Oltti JR rale STATE OF ,n,...w� 20-190 PmJu,-tw.tr lr COMP " �O.. CA '� -aaon,. D.AWmo N. �..�..y�\ WAL1E11 A t.►L a� sty r a■ �u r P.E.s p•jfl1ERgIS_'%""\ Fldldl Ik0 41161 u n•u 1 - 71 f0 W 13 1/4'0.3/4'TET1S SCREW OR 1/4••3/4' BOLTS N/NUTS t xASHF3i�C O.G . :'.:. =M-EJOSiM0,w00D REAM OF E7mTING Wu�W,:l WA ADEQUACY0E -WALL FTNISH: RMMWn �>��� t SEE LIMITATIONS FOR®ON SHEET 2 ro OR ?�+ 2'.4' I , q PROOLIcr Cow. MFIMER opnONAL RAIN HOOD An r: Ea EQ. ( S NOTE FOR COMRRNON OF RI'-�Inue; R[Sb. 1-NOUN=SECTIONS CAN BE COMBINED/,o r ss. 9US CS 1/2•d op) JIN ANY WAY TO SUIT ANY INSMLIATTON. OONNIM 1 m LONG NYLON Bt-&W/1,lrp.TLp) AND IDMO ISIN BDROM),E7fCEP1 iv W AT ROLLER HOL19NC(iYP.) LAL RAM HOOD _9 (�ROLLFfi.. . .. I 1-FOR W000 FRAME CONSTRUCTION:WOOD MEMBERS To - 65S o(ttP) BE HAVE A MIN.SPECIFIC DENSRY OF 0.46 OR EQUAL POP �10 3•ss S.M.S.r/OJ76•La1D NYLON lNEION COIN. I ALIFRIUIE IED 0 1S'0& BUSHINO w/A&lW LONG TOP SECTION (SEE 1LDT I I OTE O I"O.D.AND D.243•Ld.AND 0.223'LONG OTTOM D. Jae'ALLM. •) 0.1e3'ImATO'10.030• B SECTION 132W O AND 0I4e'Ld. ISTRIPPING EA SIDE I •) YN.SEPARAIIOH To Cm I 0 1S�OC� Or ®T (SEE SCNEDIAE }F� ON SHEET 13) MIN.SFPAPATION -" MIN1D OLASSTION .or ®t 70 (ON saw LE 5131ETR ON SHEET13) ON SHEET 13)3) T or 11LTEitlUTE 3/1e•MIN :or® T v ®f POP I1A'LTS 0 S•ox. ALTERNATE LED I I or ® t a AL Locallold OPTIONAL RAIN GUAM LOCATM AT IxAR. ;- I r-�I rF JI-' M1__ _ �yTE Nam h SIMICIU (SEE NOTE I L}'.J 11 11441 I I I I 11 ALTERNA7E 3/13.O.Q. 2CONT. I, �__$�:1___--r- II Lr h 1 8 gr POORPOP 0 S' PLATE I I 11 P WOW 9 •�4�:1�•`:Si ,ij a Z RBDb. 3/tor ALL1L 10'O.G oPOP RNETS T'�' 1`�7{S 1! • SID6 S I I 3 3/1e'ALIRL POP RAEYS CL _ ••y. EQ. E0. 0 10•O.C.BOTH 5TD6 8 a EO DECK ROKM 4 Y.D PLATE CONE. I 1/4•d.3/4'TEKS SO" (NO FINISH AMamD) ?. 1/4Y A 3/4•TENS SCREW r00D IKOb. I OR 1 4 ■3/4'BOUS x/N1TIS W/3/e'W"ER OR ` t S�•WASTER 0 e•O.C. .. 1/4' 3/4'BOOS x/INNS t l` •..:', S/e•WASHER 0 4'D.C. of (3♦>f♦1Q'L.Al CID-- 1 CT I MALL F1N(LSNI 2'MN.E.O. 2'MN.E.O II MALL lOJ6M BUILD—OUT FACE MO INTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION � TRAPPED__ MOUNTING INSreI �ATlnru SECTION 4W SECTION 4AW (B0 QAL)too' SECTION 71iy NTILC/o!"',yam,NOTE AITERNATE LEG tAfJ1TI0N AND ANCNORACE 1D MALL SHOWN DOTTED 11o=sIIRDIIIO CM MOh S Non fth YNDD)ly NurrkrnE Z01b) . W.. v\ TnTRo TITAN II FOLDING IMPACT PROTECTIVE 5T51EM Iwrc Em .INSTALLATIONS DETAILS INTO WOOD No.44167 ty1EE.fEre MJ SCALE : N.T.S. * a �L ECi LNG. FOLDING SHURER OOAP. TnaAN STATE OF aTc �dW�o,�a cNaraalr.N4ow oe�aNPAN1' 1dt!MAlns Rump oro 90 AL RYD' fCOR10P �+'�•�r0�,-,IL sorwl lcoew-iE1�0` 20-190 to eIUrNO IN RYE • WNU[R A. Ar.P.E. an r sr+ .s 4R r fill1..111114%, FLOIeM Lk. 44167 - o�r •°•� .n • - >RRL1 Fiat 13 MN.SEPARATION I. WOK SFPARNM 13) �( VEDSC 1 HN®? BI (ON SOMIKU ON StiIEE a ON SHEET � '# . .. 0I1 RAL)RAIN GUARD OE t/1'•a 1'TEK SC�REw�01R 1/,MM-tar TE J/16•ALUM ,S I WAOP RAETS Y O.C. •1 S/REH O 4'D.C.D.C. AT REAR. y, 9 '^ J/1W ALUM.POP RNETS •IV O.C.Dam wo _ EDDE of sue ANCHOR IDGlION I �' ' ..ammm l o F APv1IrJ1�E — — EDGE OF uTAe (SEE ME h d IF APPUC.ANE 2'kr MR WOOD DECK IROUIRED EDGE (NO Fwm ALLOWED) SLAB F J- COrlClm co SUB APPUUiBIE EDGE OF 2'UN.F-D STAB F APPUGI$,E - Y MIN.E.G. SEE UMRATRONs FOR ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 25B'MR. 1'MOL LO• 1•MN.ED. NOTE FOR COMBINATION t)F zECTpDNS: SECTION 78W (BOTTOM) 11000 (NO Fl� ) T- MOUNITNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLOOR MOUNTING INSTALLATION 2'.r CM.WOOD MN.SEPARATION SECTION 7AW (BOTTOM) �' PLATE 1tEo% i0°1M mx (SEE s I i- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ON SIM 13) BE HAVE A MIN.SPECIFIC DENSRY OF 0.48 OR EQUAL (J)s/te•�tAc 2• wAll Rtmsfl S'RtDrS w/2 7//Yy MIL M��.. IOM 2- SEE SECTIONS BW& 14W FOR MAX, A.S.D. DESIGN W or ®t PENETRATION AT 4IDW PRESSURE RATING k SPANS t•.�•.1/6' (2")OF RAFIDI/IRSSES 1/4 nAT 8 I N MW T b PIXIE w/1/I'M4Y+11'TER E105TIN0 2JI wooD SCRERS R M 0.0. TRUSSES OR RAPIER 2 W M.WOOD . AT 24'O.C.MAX BElWEl01 7RU O'c OR , STI1D!'O 1C.0.C. 1/6114•(1100-T6)RAT ,y Pun W/1/416.1•TER BETUBETWEEN•7 (Z)1/4'0 TAPOON OR 1/4•0 MIE-RDA �E-DCE ANCHORS a/14NOS WOOD StMIS OR 1/4hPUCA� NDS lAO SCRETIS Ai IOOI110IN aF fA 571A w/ 2 1/Y N5t 116FZfADFD PFNERGTION MO w000 �t '..1/4-An PLYN000.a=n SORTS 5710 (2ROl1ER5 1/4V M J/4'M OdSS•4(rYP.) �- /100.5$S.YS w/1/2b s3/4'LON° M. S6EO OR 1/4•-20 R 3/4" MON&lMM(TrP•TOP)MD 1.LONG S.S.BOLD'w/NUTS• Tr7P•BDTTOM),F=ff AT ROUfw HOUSNO MASHER•61 O.C. /10KJ'SS.SM.S N/ Id 1/4.4:J/4'lE1f OJTJ'1DI10 N s'.w/ SCJILW O 6.0.C, BIISNNO W/A O.1so• )►MOUNT TO WOOD-STU MOUNTING INSTALS eTinN O"°'°P SMON 8'L°'°°' "' INSTALLATIONS DETAILS SECTION 4w (B0 0.0.ANO 0346'Ld ANO 0.10.7tiD.2Tp' AND N0'D,OM 'O`�"R"'°N INTO WOOD SECTION O.J20•o.D.AND (SEEcum 1TFAINTR _ 1- MAX. A.S.D. DESIGN PRESSURE RATING t60.0, -1i0.0 PS 0 249.40. •) ON SHEET 1» SISI�RPPsrO)FA or®t Y SCALE : N.T.S. AA\\W�111T.RbNIpA FLOADA dlIL0010 C00[ t Non lfpfi VNesltr NTARIOOIr Tar) ,•.....••:;/T'', o211:e TI1T17DD O1C y1: ��OENS'• ✓� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM twwN m HEADER TO TRUSS -MOUNTING INCTA11 ATIAr.1 4�67 IL ECO due. FOLDING SNUIIIR CORP. '/1 un SECTION 83M (TOP) PAN► IM AMAM LMU 1t6D a•Kro STATE OF "" �'r r�twmd w aIr 20-100 1 —°—••r. =N.., N�fA00Mdmn�rl-1�71 ALA)(. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 P.E. M" o w L K r orl r P'�h G� ��. r1CI6DA Lb. 4416T rA..� aR■ vs a MAMMUM WIND PRESSURE .•f) CONNECTION CAPACRY SCHEDUL4 CONNECTION CAPACITY a'H D 1 e AN CORRESPONDING Anuuu (MAX. ALLOWABLE REACTION TOP A BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) SLATS SPANS S&HEO IL• 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 i/4" FOR C ANCHORS) wm e�ass awe we Atnwu CONCRETE CONCRETE BLOCK STEEL WOOD TMAN MIN. E D. SHOWN ON ANCHOR SCHEDULE FAmua roserc "cave AT TV CON. ANCHOR ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE �a mr ANCHOR TYPE ANCHOR TYPE TYPE TYPE CONCRETE BLOCK G.) TYPE SPACING 30 Psf 144.0 144 180 Ib ft A B C A C TYPE SPACING ANCHOR TYPE ANCHOR TYPE E. AC F 60.0 60. 88 . . I tt 35 paf t00o 100 1ft Cl 9 388 LB/Fi 157 LB/FT 134 LB FT 256 397 A 8 C A C 210.16 k.. 6 473 LB/Fr 418 LB 236 LB/Fr 202 LB .383 LB 432 LB Cl 9 417 LB/FT LB/Fr 144 12 8 LB Fr 1 142 LB/FTLB Fr 6 461 LB/Fr 134 LB 0G 60 100 ro tt FT 375 LB/FT 4 - 202 L B FT 40 psf 100.0" 100" 167 Ib ft 3B0 LB 338 /45 FT 8B2 90LB FT 4 - 142 LB/FT 144 144 240 ID ft 5 525 LB 419 LB 312 LB/Fr 285 LBIFT 353 LB Fr 443 LB FT CZ 9 417 LB/FT - 382 LB/FT - 190 LB FT 60.0 60.0 115 ro k 9 390 LB/FT - 309 LB 157 LB/FT 134 LB 257•LB 329 LB/ 6 502-LB/Fr - 419 LB/FT - 285 LB 80.0 BOX154 Ib ft C3 6 498 LB/FT - 375 LB/FT 236 LB/FT 202 LB 29B LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 Pa1 97.0 97.0 197 Wit 3 1813 LB7PF 572 LB 326 LB FT 304 LB/FT 418 LB 631 LB/Fr- C3 6 469 LB/Fr - 375 LB/FT - 202 LB/FT, 115.0' 115.0 221 Ib ft 9 466'LB/FT - 370 LB/Fr 157 LB 134 LB/FT 258 LB/FT 393 LB/FT 3 760 LB/Fr - 572 LB/Fr - 304 Lg 144 1 .0 276 ro R C4 6 592 LB/FT - 448 LB/FT 238 lB/FT 202 LB/FT 357 LB 4B3 LB/F7 9' 445 LB - 370 LB/FT 134 LB/Fr so.o so.o 12s Ib tt 882 LB/FT 389 LB/Fr 364 LB Fi S00 LB 753 LB FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0' 89.0 187 lb/ft.' - 50 psf 100.0' ' 100.0 208 Ib ft 9 281 LB - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB Fi 3 912 LB - 682 LB/FT - 364 LEI FT 120.0- 120.0 250 Ib ft C5 6 /� - .334 LB/FT 122 LB/Fr 125 LB/Fr 214 LB/FT 1ss LB/FT 9 226 LB/FT - '224 LB _ B3 LB/Fr 144' 140 300 Fb ft - 670 LB/FT 243 LB'FT 250 LB FT 432 LB 311 LB/Fr CS 6 339 LB/FT - 334 LB/FT - 125 LB/Fr 60.0 6D.0 138 Ib R 9 273 LB 325 LB/FT 215 LB/FT - - 138 LB 102 LB/FT3 681 LB - 670 lB Fr 250 LB 81.0' 81.0 1B7 Ib ft C6 Fr 487 LB/rr 323 LB - - '207 LB/Fr 153,LB/FT 9 221 LB/FT 251 LB/FT 215 LB/Fr 55 per 100.0 120.0" 275 Ib R 3 822 LB/Fr 975 LB 648 LB FT - - 414 LB 3D7 LB C6 6 332 LB/FT 378 LB/FT 323 LB/FT _120.0' 120.0 275 Ib k 4 289 LB/Fr 301 LB/Fr 183 LB/Fr - - 114 LB 153 LB FT 3 663 LB/Fr 756 LB 846 LB IFT 137' 134' 33D Ib tt C7 3 358 LB/Fr 402 LB 80.0 so.o 150 ro tt /Fi 244 LB/FT - - 152 LB/FT 2O4 LB C7 4 232 LB/FT 238 LB 183 LB/FT _ _ eD.o' 90.0- 20D Ib R 2 - - _ _ _ 305 3 310 LB 315 LB 244 LB FT 60 pst 100.0' 100:0 250 Ib R 12 491 LB/Fr 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB FT 460 LB/FT 4D9 LB Fr t 15:G' 115.0' 288 Ib ft C8 8 736 LB/Fr 894 LB/FT 614 LB/Fr - - 397 LB/FT 252 LB/FT 8 582 LB/FT 691 LB/FT 814 LB/FT 9. 128" 160 Ib ft 6 982 LB FT 1194 LB 819 LB Fi - - 530 LB FT 336 LB/Ff 6 777 LB FT 921 LB/Fr B. LB/Fr 131 59.0 340 Ib ft - 65 pef 92.0 92.0' 100.0" 1GO.0 271 Ib ft MIN. SEPARATION TO GLASS SvHEDUL ANCHORS SCHEOULG DSEE GENERAL NOTE C.2 ON SHEET 1 126' 123' 60.0 BD.O" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 pef 100.0" 100.0 292 Ib R SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121' 118' 374 Ib R SPAN HURRICANE ZONE HURRICANE ZONE 0 CONIC.1C.SLOCH WOOD STEEL CONC. C.eLoaq WOOD I STEEL 39.0 59.0. 197 ro ft ZONE 123 ZONE'4 1/4'0 TAPCON W/ ADVANCED 75 psi 100.0' 100.0 313 ID k A THREADFORM TECHNOLOGY 3.50' 2.50' D N/A 4.00' 4.00' N/A N/A 5'-10' 117" 114 387 Ib ft 2 1/2' 1' 2 5/8' 80 psr 113 111 R 400 Ib 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 0 of 107 104 4241b�.ft >5'-10" 100 sf 101' M TO 8'-3' 2 5/8'♦ 1' 2 3/4'♦ C 1/4" 0 CRETE-FLEX 3.00" 3.00' D N 1t0 par 94 lb /A 3.00" 3.00' N/A N/A 120 psf B >8,_3. E 1/4" o RW-BUILDD( 130 psf 80 3 1/2' 1" 3 5/8" TE7C SCREWS N/A N/A N/A 1.00` N/A N/A N/A 2.00'74 TO 12'-0' F #14 NOS WOOD SCREWS OR 150 psf 69 88 .483 Ib R 1 4' NOS lA0 SCREWS N/A N/A 0 N/A N/A N/A 2.00' N/A 160 psf 85 62 483 Ib R O AS DEFINED BY ASTM E-1996 STANDARD. A9OM, + EXCEPT THAT 3 5/8" SHALL BE USED FL08(DA WASH com(i o a Nan No vdwy Nu"wm Z-) L+:MAMMUM ALLOWABLE PROD=SPAN FUR A FOR MOUNTNGS AS PER SECTIONS 3, GM POSITIVE ASM DFSIGN PRESSURE RA1e1G. `J �,�•• d', Glom TMma�' TiTAN II FOLDING IMPACT PROTECTIVE SYSTEM 0 m ae L-:MAK ALLOWABLE PRooucr SPAN FORA 4. 4A do 7A ;y�P• ��CEN '•, % Mr GM NECATNE A.S.D.DESIGN PRESSURERArNG. L 1/Fa/7010 0 44167 IL E C O Inc. FOLDING SNUM COMP. aA,<FDNL u THE ALLOWABLE PRODUCT SPAN s 7// _ * TtsFem a LNaINcomm COWAWr an MAam�umaa no AL K"Epl1AL 10 THE IA@IIl4AN D'L-. m PRODUCT &t M 1amKACK FL SUN 20-1iG SPAN 9EIWm+1+•AND'L-•. -O STATE OF �'�x�► w.s w�. a,• m� DA-assasts OPAW10 14 C P.E. IO.LIEII A A•.PL trz d a r• �.s v G �.�7WU.. •Q flOA1y{Ua 441a7 u�� 1 �� - •IL[T 13 Of 131