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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 iin 'rofessi.onaill Re-gullatio ra Florida Npar m of BCIS Home l Log In User Registration ; Hot Topics Submit Surcharge I Stats&Facts I Publications FBC Staff{ BCIS Site Map Links ` Search Busines product Approval Professi I USER:Public User Regulation I Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 .Ext 7675 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 Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httDs://floridabuildiniz.ora/nr/nr ann dtl.asnx?param=wGEVXQwtDgv2aBQt)Hi)QQe6r1Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf 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 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.[)df Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 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: do M7 99 E securi Att'mim httDs://floridabuildiniz.oriz/nr/Dr ann dtl.asnx?naram=wGEVXOwtDav2aBODHDOOe6r1Z... 7/1/2015 f GENERAL NOTES• 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.45 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'0 TAPCON W/ADVANCED THRIAOFORM TECHNOLOGY,OR 1J4'f CRETE-FLEX,AS WWUFACN�D BYEIW/BUIDIX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE(HVH7a Aldo OUT OF THEM(NIMH). INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(m)&IBM(NFMiZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REOU RED BY THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A.DIRECTIONN.RY FACTOR MOVES:* Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.O. DESIGN PRESSURE RATING INDICATED ON SHEET 13. OERDER ERI TO VERIFY THE AWE CONDITION•ULTWATE DESLNO WIT®LOADS DETF7aQED PER ASCE 7-10.SHALL BE FTRST• C.1) MINIMUM THREADED PENETRATION OF 1/4'f TAPCON OR 1/4'0 CRETE-FLEX OR X14 NDS WOOD SCREWS OR N REDUID D TO A.S.D.DESDN NICD Lo"BY MIR.TPLYNO TIM Or 0.6 N OROM.TO COMPARE THESE W/WX%MIL) 1/4"f NOS IAO SCREWS Nr0 THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C/THRU c6 DE90N PRS RA7*M IROICAW ON SHEET I& CONNECTION TYPE.AND 2'FOR M OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 114RU U.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED,A 33 X INCREASE N C2) MINIMUM EDGE DISTANCE OF.1/4-f TAPCON OR 1/4'0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR 1/4'1 NDS ALLOWABLE STRESS FOR HIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CO v 1.60 WAS USED FOR VERIFICATIONC.2) SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 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 EXISTING SECTIONS 1620&1009.11 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WAU.ANCHORS CHORS SHALL PENETRATION ENOUGH BE AS INDICATED ON NOTE ABOVE H THE MAIN SUBSTRATE BERM SUCH PANELS. (H.E.T.I.).HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM TAS-202 AND TAS-20.3•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1610.& 1004 OF THE (0) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 K51(MN.)MATERIAL FLORIDA BUILDING COOS 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D ®SHALL,BE j 10 x 3', 410-HT MINIMUM SERIES W/173.6 Ami YIELD -1/4'0 P1W BUILOEX TEX SCREWS,W/FULL THREAD PEWEfRAiION. STREI&GT&187. Wsl TENSILE F0RO Co,TRENBOX 50H.7.SCWESWS RE CHSHALL BE ESTER P COATED WITH XYLANX5000 SERIES FLUOROPOLYMER COATING,AS NOTES' MANUFA3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OF ITW BUILDEX TDX SCREW 1'. FOR 6063-76 ALLOY AT SLATS SHALL BE Fy=25.9 k9L 4.ALL SCREWS TD BE STAINLESS STEL 304 OR-316 SERIFS WJ 50 kai YIELD STRENGTH AND 90 k-I TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TTiW/BUILDEX TEN SCREWS AND SHALL COMPLY WJ FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SWW_ONLY BE ATTACHED TO CONCRETE,BLOCK OR 5. BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL.OR ASI 304 OR 316 SERIES STAINLESS mm WITH 35 w,MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. S.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9PERMANENT WARN NRGS HOME OWNETENALT.R OTHERS,MUST PROPERLBLE PLACE Y CLOSEITH ALL GCENTERPIECES AND NOTE.DURDIG 6DS OF KA ENGAGE OR LOCK ALL LOCKS. (A) TO DUSTING POURED CONCRETE: 10 PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VL51BLE LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED TH READFORM TECHNOLOGY.AS AOWUFACTURRED BY I.T.W. B UILDE(,INC.TO MIN.f'o-3192 psi. WITH SECTION 1710.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPE NINOL - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. re-3000 W. LABELMNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'f CREPE-FLEX•AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'C=,3350 Psi. 11.FOLDING IMPACT PROTECTIVE SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS.DRAWING PLUS ANY Am& BUILDING AND ZONING REGUTAFIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. A.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE,SIIE CONDITIONS DEVIATE FROM THE P.E.D. A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/67 IMO THE POURED CONCRETE, (B) PRODUCT WED ON CTOR To BE THS PRODUCT EVALUATIOPONSIBLE FOR THE N�DOCUMIM PROVIOED HE/SHE DOES NOCTION,PURCHASE AND INSTALLATION T DEWR,E FROM DING LIFE��OF THIS NO EMBEDMENT INTO 9=0 SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAM AT SITE IS THE CONTiRACTOR'S RESMNSIBMY. LONG MINIMUM SHOULD STUCCO EXIST , A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON,NOTES A.1 &A2 ABOVE BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL'ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPCON W/ADVANCED T14READFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER.INC. (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGNFER THAT 1/4'0 x 3/4'SOLID SET,AS DSIM UTED BY ALL POINT SOLID SET ANCHORS. PREPARED if - 1/4'0 CRETE-Fl.EX.AS MANUFACTURED BY ELCf1 CONSTRUCTION PRODUCTS. NOTES:_ ' THIS DRAVANO SHALL ONLY BE USED TO OBTAIN B7) MINIMUM EMBEDMENT Of 1/4'6 TAPCON ANCHORS OR 1/4'a CRETE-FLEK INTO CONCRETE BLOCK UNIT Is 1 114'. PERNRS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. ``li%" vk IA`LTI��;/ FLORIDA BUILDING CODE(High& Non High Velocity Hurticane Zone) B2)3/4'SOLID SET ANCHORS SHAD.BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO •••• EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG �\GENS'• d�4 E%^ ®2ols Ts.1FLD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. F $ PAPLL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. = M111I\I/A NIR CORP. o3/ts/ts ANCHORS SHALL BE LONG ENOUGH TO REACH TFE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE - �7�, R C. FOLDING SH VV1nL DATE SHALL BE AS INDICATED ON NOTES 9.1 &B.2 ABOVE. '9O'•,!//) UUII" * e7M FENISMEEr PLACE TwilelxTf7,E+S7IJ 4NO0A,ls,IQ-IamENoG.rN®EE,RXIseGlsnC-OLPIAN MkST PAW BEAN EL33A13 . mntinv+e 15-D14 tit tam-113-6Tn 'a��` •. RIDP �c�'a` a�e��ER a�R1mIG K" WALTA.TSLIr Jr.P.E. yri�AMYM ••, ,E XORIMU..l44167 + mrsem an"+• sw SHEAT t or t3 5700• a3!' 4941 aee7• 2 2�' aM1� ry R rae' r� 1375 3 .0 . A `� aye' � � � g .les• � q•�9} � g r r.u,• p - � © Sur 6 (R SLAT WINDOW ©LTOR C RPIEC ZI(� DE USED F ALL 1NSTALLAF/ONS, 6067-T6 ALLOY 6063-75 ALLOY -TS ALLOY aIAY/NCWDE PERFORATIONS AS PER (TO HE USED ONLY FOR INSFAUA77ONS ® ID �rC 6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ADOW GRADE MEASURED AT 60/70,1/OF OPENING 6 ALLOY SEE COMPONENTS 20,21 &22 ON SHEET 3.) SOSY Alf. .7IY Afir E690' 196P 2716 SAY 2011' 2ffiY- Q '8,.IZO aCw 13tlY�, .61I .130' .6100• • S G � Imo. S - - . R 662 - I 8 .100 d L66Y '�• - N '� .000. ,691' .06Y 2-vr 2527' lJlS• 267!• 2716' 2" MAX. B.O. © �� HEADER ® CEII.IIITG TRACK ADAPTER 6063-T3 ALLOY (MZ L 1 �K 6063-75 Y 6063-T5 ALLOY LLOY 6063-T6 ALLOY ' ALLO 2we f2 .790' COMPONENT 0 b t1 t2 oAY •a ® 2' S'MAX. 0.125' 0.125' 2' a"MAX. 0.25' 025" 0 g = © 1' 2"MAX. 0.062' 0.062' Ape ® RAIN HOOD (W A Y FV 6g&�JA, 0 K AP © BOTTOM RAIN GUARD LyR,1M •GLES 6063-75 ALLOY -76 ALLOY 6063-76 ALLOY 6063-T6 ALLOY d COMPONENTS e sao �M1G61 rrj�8" \\q FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) ux: Q``Q�� ENS v9',� ®2715MTL=ar- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 17!11 Ste: ��C �8"0-16 ACETAL ® 2W0• = IL EC O�Uc. m/ATE,5 © LOCKING TUBES_ = P TIwT TESTTNO s ENGINEERING COMPANY f0�7m HEMSrREET PLACE SRUitER CORP. DATE THf1MBSCREWS T CENTERPIEC CORNER POST z�"�/� ;'u�; 681 v $6C\VlGM4 ops-y,m PP ,n 15-014 �/�� Pl.uw,(��If-,650.fm.t306I6/,_,' PM.,600-eK FIL , FOR L4o1 BC loJ ® 6063-T6 ALLOY %'� • p••�<c/� e-ma®te7191.wm _ ...tdmr�Iuee,smn 7RevnR7 Rn 6063-T6 ALLOY ,n.r mews raR tee. mI 8 112-L i�ih •• 'Se WALTER U,44107E m�ro 7HF17 2 of ti • fl//lIIIIIIIIA�\1� .. ,rrat ares ; (3)ROWS OF i trro IYT�/ i ' EnaO i I/,S-a 000 V . , r--- - z-rxJP FACN ME TABLE f_ SOURCES FOR & i 000 t WR711WS. i rs�. i trW OF WINDOW(SEE rABL£1) oP7M?As scars 00 0 SEATS °d _ rip=PAOiERM STPD S48�90MAINE N ; OSS ; ` 20 LLCYVO4GL6YLJ} LfXAV fLurTE36Y 000 ; 3lL O 0 IIEsvWt� SPECRC GRAVITY ASTM 1792 GAO 9,hn 0.043 1b/a 000 ; '--- ---' WINDOWPin f mrr lam TENSILE VELD STREII[M ASM am 2.400"l nsw Pad. i FLEXUPAC.YOM14U5 AT YELO ASM 0790 340AG0 Dad. 345.000 P�L 2 ; t MW tta SNAP-!N ENO ,[; q3o ; 1.000,M4Xt `e$� ; ; 'u NOTCHED QW ASM 0238 18 fT-8sf1n 17 FT-Ib/la 2 1 r tmm 4Z 2 i t oo r ) SMGtfE DENSITY ASIAt tr2843 47.2 x 64.5 x MAX t 1 '' RATE Of BURNING ABM 0835 C-1 LIARS C-1 IXA�a . ; i 1 , t �A SELF Rxm om ASTM 07229 1LN0'F 280 7" i s14T WINDOW j SLIT WINDOW a:060 .AK NEA ASM 6155 NAT£HEWING TENMLE STRENGTH MER MTHma ASM 638 9302 PAL 8840 P.t IMLE"TRESS BEFORE WEATHERING ASTN 638 8481 WINODW(SEE TABLE U p.ml. 8880 D.6L r.000�- i _ �Ala.(2)WNDOWS MAY BE IN ONE SLAT SPACED AIKX as i ;4. i ; A MIIWMLMLOF,W APART WITH 12'k&.FROM N N ( t EtJfAS OF T TOP&BOTTOM. S[A %sur Musr 4 OR�£INSMLLEV AaBL f4CENr TAE 2. SOURCES FOR �,�- TO NOR AT CORNERS OF FRO=T. AtA57FdY TOOL MPANY t 57Aai'YRD SLATS ii ;1; ; � 20 SZ/iT ELLVAT0I BL4 DE7AI PNYSlGLV IcPRDPLR6 REFD7EMCEi�sPART sPART0o0 � 000 000 00 SLATS SPECIM GRAVRY ASM 0792 0.042 ti AUCK 06_ a 1 000 WINDOW TENSILEVal)5MENGIH ASM 0538 17.306 PIG i 000 ; (3)ROWS'OF f i ; i {a y� aosm-TV960• FLEXURAL SINEwM AT YIELD ASb790 15,000 pad. OQQ I 1/F'At HOLES , i i i T" I WOIXIEUs ASO#D790 454.O00 p.a i. ur"KtPOTtw i 7N 1 Tr Ota6a,ee i .ar+• NOTCHED!2W ASM 0258 0.6 Fr-l" ®D6 i DIRECTIONS. /� ¢ga- CQE771L2ENT OF THETBALL ExPANSON ASM 0696 55 x 1D~b>/N=f 2i "li- Q FLAAIMABILRY to AS V-2 ! ( `,;,;j ,SNAP—W END CUP MEMNO IEMPERANRE A5M 03418 SO0•f NOm BE USED As AV OPTION FDR ALL NdrAUAROW MAT UWQW EL•._WATM UNDER LARGE MSSU.AMY INLYUDE PERF0,R47AINS As PER THIS DETAIL TYPICAL I A SLAT WINDOW DETAILS MAX.(2)IWNDOWS MAY DE IN ONE SIA SPACED p MW.24-APART(MAV.EVERY 10 S1A15). W D VIEWING WINDQW 8C 1 2 CLIPS _TYPICAL ALTERNATE PERFORATED (SMALL MlSS/LE IMPACT) f SLAT WINDOW ELEVA�/ON (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (Mgh&Nan High Velocity Hurricane Zone) '`��`Q� ••�� �9ry�r'. 02016 TILTED)INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRAW =Tlrg:� FOLDING SHUTTER CORP, DATE a3 DOTE TLUT TESTING d ENGINEERING COMPANY 7M RE�MT� u!6 ew.]4e. Sw MegITA rt altee WEST PRIM BFX31 FL 33{13 Ftt 1660 e43 asst 15-014 —fotd99x0— CDAtat{G IFI tlA ®-0006715 .�.. axga to rx M.. mwxx .aa q tt t i t to WALTER -I 44167 an ra.m m+R'ta a SIRL'i .7 OF 13 4 • u•...aatttll���� 1, • A 2 0'r W/ Q ,16 OR 19 4 0 5 M F zd z USE (2) AT 30' 15 °low Z- ♦ NOTES ON®&LOCKING TUBES®AT 40&05 o O.C. FOR IPANS J UP TO g9" n 1.TWO (2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C.FOR SPANS UP TO 99".USE THREE(3) FOR LARGER w USE(3)®AT 30'O.C. SPARS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE x o FOR SPANS LARGER ! STALLED RTERIOR OR E7fTERIOR SCREWED TO TAPPED EHTERPIECES y ro THAN 99'UP TO 14,V 4 OR SQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2.(2) LOCKING TUBES�5 ALWAYS BE USED TOP &BOTTOM AT u o a PRODUCTS CENTERPIECES V OR(5 AT ALL INSTALLATIONS.LOCKING TUBES 0(n 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 1 S (2 7 LLI 1 SEE LIMITATIONS FOR®ON SHEET 2 i� IS., I 1 ENO CONNECTION DETAILS ON SHEET 9 Tile.FULL HEIGHT.FOR 6 O O„} O+ 6 ,®+ 1� , CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O © + O 9 + 10 9 + 10 1 9 O+ 11 NUMITED WIDTH- TYPICAL ELEVATION +� N. T. S. 46 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS JW& 2W ON 10. SEE SECTIONS 4W, 4AW & 7W ONTSHEET 11. ```��(`(�P`TIL��TJ�4i' FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 7BW, BW & S ET SHEET 12. \G. '.F ®2016 TLIM RA:. TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM R `` • 4167 :, =_ I L E 03/10/16 COtNa FOLDING SHUTTER CORP. DATE E ,•ly TII-W TESTNO d ENGINEERING COMPANY W6P 6#• L kr C a,e u.aae.s.se.3a+,u�a DAA ows n aTtee PN:1600-eu- M 15-014 Isa.ra,:OmMn-tsn ORAWINO Ne a-Q;tom�.U.. riw•fddbw+luYas• I ?-- WALTEN A. FICRIDA UNI J11Wf Jr."'IP.E. I I4Nu'a a SNFfT ff 13 11 POURED CONCRETE OR CONCRETE BLOCK WALL IRED. OPTIONAL RAIN HOOD POURED CONCREIE TRIM(DECORARVE HEAD WALL FTIONOONNQBION 0.060•THICK 5.5. (NON-AL CT HOOD (NON-STRUCTURAL) (SEE SHEET 13) ROLLER NOUSINC (NON-51RUCNRNJ y •) B 1.000 25 MN E . / NTN. ED. ,Wd _�s� OPTIONAL • ( N I "---tea RAIN HOOD 1A COIlQY.11011 Q .� �� j 4 (NON-STRUCTURAL) n (SEE SHEET 13) I � I I 110 4 3'S.S.S.N.S.W/ W te'ALUM.POP TdNE75. I 13 , ' 0.]73'LONG MLON 3/16'ALUM. z / BUSHREC w/A 0.150' CONT'. POP RIVETS, 9 / ®18'O.0. I (T'�4'MAX) c LONG TOP SECTION 0.300' 0.16310.270' O 16'O.C. 1/4'•ITw BINLDDT I �� 0.0.AND 0.245'L.d.AND / 0.223'LONG BOTTOM ULTRAFAB I IAN SEPARAtOIN SELfPaolDcrEL SECTION 0320'O.D.AND WEATHER POURED CONCRETE 10 GLASS �Wy OR 1/4'0 ETAO 1/4'P. f'TEK 0245•L.d. STRIPPING EA. OR CONCRETE BLOCK (SEE SCHEDULE / Or 5 T420011CIs I SCREW OR 1/40-2011' 3/f6'ALMA. •) •) 1 or WAD.REQUIRED. CRETE-F1Df W/1 J/4' I 5.5.NS WITH NUT d POP RNEF. ®T ON SFGET 13) ®t Mry,p,IgEgpR O fl O.C. I WASHER 0 4'o.0. 0 19'O.C. 1 or 5 t POURED CONCRETE I ( ® OR CONCRETE CLOCK I VIN.SEPARATION TO GLWAL-rEONRFo• I 7 ar ti ASS or T (SEE SCHEDULE t . ON SHEET 13) ®t W ® I NN.SEPARATION m s / I To GLASS POURED CONCRETE OR CONCRETE BLOCK �(ON SHSET 13) WALL REOLIEIED. 1 or cmm=TON C2 SFEET 13) I SS.W IS WITH NUT k W / O / B 1/RSCEOR11/4s (SEE 2011' ®t 'g i3 I WASHER 0 4'�O.C. ' 11D.3'SS.S.M.S.W/1/z'0 1/4'0 DW BUEm TPRDN WL A��TN��A�NCE-D sl'LONG A BUSWNTS 1167FADF'ORIA At4!00EUDD CDNtd0C11ON Cl (Typ.BOR01Q;ANO J/4' OR 1/t 0= Ul (SEE SHEET 13) LDNGCPo.TGA).EXCEPT AT WALL FACE MOUNTING INSTALLATION cnlcTlalEc /1.3 4' I t3 ROLLER HOUSING(M-) SECTION 2 ` -"E" W/1'r4• I (2•a4•MAX) MN.ERBEDNm 0 6'O.C. WALL FACE MOUNTING INSTALLATION O'SANCHOt SECTION 1 +n• SPAONG ANCHOR SPAONO GROUTED BLOCK REWIRED 1. . 2.500 MN (MIN.fe� MNE.D. EDSTNC NON AL PWROCoNcaEWALL N � 0 AN 0R SPAONC STAGGERED ANCHOR §PACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAH.AS.D.DESIGN PRESSURE RATTING = +65.0, -90.0 PSF & CONCRETE BLOCK ��,�: i�1ii 11i///AA4A FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zana) SCALE: N.T.S. y�P �CENS f.9�. ®2afe m' INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM u""WN B"'`- F WILL NOTE FOR COMBINATION OF_S_E00 DATES: * E.D. = EDGE DISTANCE ' • - _ I /► FOLDING SHUTTER CORP. °'/1D/15 IL E C O INC. 1-MOUNTING SECTIONS CAN BE COIdBINED (SEE SPECIFICATIONS ON SHEET 13) C'- = 7068 xuaTlnr ntArF IN ANY WAY TO SUR ANY INSTALLATION. ,O:a / le Ns.O. xe.GLlaRaa mrmeNa�RP +a +T P'Jg ti SIJ 15-014 S F re•.,(Aae)d 717.rm,(,me)m,-,Sn LN♦:1600-647 33 9��•, P,• t4 a-mol:OHerollaol.ean �,AMdnOel,u6aaeeen DRAWING Ib T SEE LIMITATIONS FOR ON SHEET 2 WALTER A.EB-�WT71Jr.P.E. �'••• °�'a °p •�� ®tea• ® ,p�' F1Na0A U.1 44167 am .NN,+ SHEET 5 OP. M! IIHIIITI 114b x 3/4'1%SCREW OR 1J4'x 3/47 801.15 W/NUTS d WASHER a 6.O.C. 0.060-THICK SS 1 rb NRED E7E BLOCK WALL ROLLER HOUSING 1 }MN,SEPARATION 1 }RN.SEPAEi4110N REQUIRED to OP ZONAL PAN t1OCD r—(SEE CIA (SESS E SCCTHDULE 0�10G1�0+ (NON-STRUCTURAL) i ON SUM 13) 7 or ON SHEET 13) 1/0x3'SS.Sit&w/tIrsALTERNATE 3Ji6'ALUM. t ALTERNATE 3/16•AMUMML x3/4'LONG NYIAN BUSHINGS Pop RryEtg O 5'O.C. POP RIVEYS O 5'OD. R BOBOiiOM).EXCEPT AT ROVER AT REAR,I AT REM. 1 1 i HOUS940(TPP,} 1 1 w % 1 . / 0.8550 creo.) 1 by N � 9 3 1 h9 IS.Ea -3/I6•AWN.POP RIWM 1 R i 3/16•AIUTA.POP RNETS YJ °10-OQ,BQTH Sion °'10'O.G BOTH SOES LEG&ANON 3/16•ALUM.POP 110 x 3•S.S.SMS.w./L,..._ ORIENTATION 8 RAFTS a 1B'O.C. 0.373`LONG NYLON BUSHING W/A 0.150• j HT.0..0 E / LONG 10P SECTION 0.300' MM.SEPARATION 0.270•x0.030' MIN,3/4•PLYWOOD I / MOL.3/4'PLYWOM O.O.AND 02x.5•Ld.AN01rrr+++---• TO GLASS ULIRAFAB $ REQUIRED S / t/2•MM. REQUIRED 0.273'LONG BOTTOM 1 (SEE SCHFDtltE ''�TH� y�` �1/4'0 TAPCONS OR � � 5R6PPING EA 1 ar o SECOO.245DLdD.AND ON SHEET'13) SIDE{11'PJ t ,r�� ANCHORS 6'O.C. ri 1/44fERIdU N�ULLt io'Qc •) L"i EACH SOL 1/4'THRu BOLT W/ 1 POURED CONCRETE OR WASHER&NOT 0 5"O.¢ 1/4"sTAPCONS;OR E,EX ANCHORS 6'O.C. ! CONCRETE BLOCK WAV, ! t Or REOUlRED 2107 OR 2 xskl/V POURED CONCRETE OR 5'k3'xT/8's063-TB CONL ALTERNATE%1 g'ALUM. t 6063.�CENT.ALUM, CONCRETE BLOCK WALL ALUM.ANGLE OR SE3U PLAM REQ1Aftm AT'gr STANDARD COUNTER-TOP-moa ING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING - SECTION 5 INSTALLATION SECTION B ]MAX A.S.O. DESIGN PRESSURE RATING= +66,0, -66,0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0•-66A 1x5F • n 0'D.C�sL POPm ssmHa�° 1 N� GN Sit+ (ONSCHEDULE N SHEET'1 O I ALTERNATE LEG T or w &ANCHOR fdlRE'CRq(C3 ALTERNATELEL 0. 1 O RENTATiON T3"t at {SFE SHEET 13) &ANCHOR ORIENTATION 1/4'd x 3/4•TFIKS SCREW W/ POURED BLOCK OR 5/W WASHER OR 1/4'x 3/4' CONCRETE BLACK WALL 40"W/NUTS&6/E•WASHER° REaUI1WD 4•D.C. .w $' a BUILD-OUT FACE MOUNTING INSTALLATION C4 SECTION 4 (SEE SHEET 13) E0. EQ• 1/4.0;3/4 TOM SCREW POURED CONCRETE OR OR 1/4 x 3/4 DOLTS W/NUTS CONCRETE BL Oulu &s/8 WASHM 0 6'O.C. INSTALLATIONS •DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE c N.T.S. 14, l O A (SM041 FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) Qt .• ..........• Q' xiRic � ii ®totsTLlETITAN FOLDING IMPACT PROTECTIVE SYSTEM D 1M T Q)TG N _FOR COMOMATION OF SECTIONS 'K E.O.-EDGE DISTANCE `,� •'t\�+ENS�c••.•: y _ II FOA,G,N•L. 1- MOUNTING SECTIONS CAN DE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) Its FOLDING SHUTTER CORP. p3/'D/1° IN ANY WAY TO SUIT ANY INSTALLATION. DATE IU'R'/ TILLJf 7E^u71N0 d ENGINEERING COMPANY 7bDB HE1IP+TTEET PLACE 1{dfs/ ,�- px' ` M& X40.'0.'a'. YET PALM 6ENtl FL W417 t SEE LIMITATIONS FOR ON BEREFT Z �.{y�.• �"(' {� 1'w imx: a7 t� Lece�eaN9 7m_tssc Tt&w-643-M71 15-014 •A•Li oklbptbU*M6 OAAW MG Mn WALTER A TMLIT Jr.P.L 0.6+• �•� em a.. mm+er FLOARX44167 aeras mAMn x� `..HELY 6 OP M • At1t11HttHHAil4l . •MIN.ED. POURED ON COMM ELRAN CS ED (SEE SHEET 13) 0.060'THICK S.S ROLLE11 HOUSING AI RAIN HOOD (NON- (Ni?ON-STRUCNRIL) _ '• 10x3•S-1,SYS.Al 1/2'4 BOILERS 0.8.SaY(TYP.) x3/4'TopN)AND NYLON 'l (Typ. ' BOT101Q,EXCEPT AT ROLLER I 8 - HOUSING(IYP.) #10 x S•S.S.S.M.S.W/ 3/IB•ALUM. I=NYLON BUSHINW/A 0.150• POP RNETS, I LONG TOP SECTION 0.GDo• O lB•O.C. O.D.AND 0.245 Ld.AN CONT,0.163•x0.270'x0.030' 02W LONG BOTTOM - ULTRAFA9 mlNER SECTION 0.320.D.C.AND STRIPPRIG EA.SIDE(TYPJ 02�;d. 1 of W 1 of ®t 9 MN.SEPARATION ®T N TO MASS HER (OIPN SHEET M10 GLASS 3 w (SEE SCHEDULE F 4r 15 MIN.TO SEPARATION I 8 ON SHEET 13) ®t 1/4'f x 1'TEK SCREW OR 3 CHEEDULE 1/4r-2041•SS..US WITH ON SEE HEET'13) T or•3� OPIIONX RAM GIWBI. NUT do WASHER o 4.O.C. 7 ®t �I I (NON-STRUCTURAL) . A TEHUTE 3/16'ALUM. OPTIONAL RAIN C"A"' POP RNETS O S'O.C. I (NON-STRUCIT1R.V.). AT REAR. i n hs� I g g Ilk ALTERNATE 3/16•ALUM, . io rTJR Si r 3 ALTERNATE LEGi3 POP RNETS O 5.O.C. 9 LOCAnDN WITH �'n•' •i AT REAR. 9 3/16'ALUM.POP RIVETS ANCHOR (SEE 001116.'110N C7 n 3/16•ALUM.POP RIVETS o In.O.C.POn1 SIDES - (SEE SHEET 13) Ci 0 1O'0.0 BO1H1 SIDES f EDGE OF EDGE OF SLAB IAPPLICABIE SLAB IF APPLICABLE commtmm Wo, REQUIRED ( 3) POUR�CONCFiETE POURED CONCRETE Cdl61110M Oa •MW.ED. REQUIRED •MIN.E0. •MIN.I- SEE SKEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7ASECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: K.T.S. FLORIDA BiNLDING CODE(High k Non High Velocity Hurricane Zone) `\ V� ••• •• i� ®201s mTECQ INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dl NOTE FOR COMBI TION�F SECnONS: * E.D. m EDGE DISTANCE ,, 1- MOUNTING SECTIONS CaN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING $HINTER CORP. O3/'pA,ED/ta IN ANY WAY TO SUR7M HDISREEII ANY WSTAUATION. _`� r '� E C O INC. J/ •.�C= TII.U'f 7ESTINO!t ENGOIEERINO COMPANY � p &3X13 n.m m 15-014 lem- -n63)1 Cut- a-mal.Ulteee0od.eom .fddlgNdtare.aem ERAWIND Ib f SEF UMRA710NS FOR ON SHEET 2 R 16 0006715 FLORIDA eesru e� a.:r .om.vs WALTER A TILUI'dr.P.E..44167 o-r W� s enc SNhT 7 OF 13 LIa/ hll/N/1H1111�"` 'POLM txlf7a+nE R0 N= um,wx wm,1@ P9f SOYIIRE cs,E samuot�Roxs OP •.nPm6 X X .Avtofr,OTPJ(gE sam,W / TABLE 1: MAX..SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (a)f/4'z3/4'TECSW ------ - ----------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT a•as tnxano.w73. 0 0 0 00 0 um PER Soamw -- - -- ---- - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE eoaT Te ALLOT o 0 0 o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOITOM SPAN ew m i` 1/00.3/4•TEx SCRICK1)7 Tp, TUBE TUBE TUBE e e elm r.4•«34T n4,.a•,'• 60' 106.0" 13 8 1�1/AWLL AH0.E 11B AWL!)!0.E g� (SEE 3�NE m SCHEDULE) g„ 2"x4'%1/8" 96` $5.Q" 17 1D POE � 144` 69.0" 13 8 Gm 80" 117.0' 17 10 a'-rl A _ ptpENwo ®t X1/4' 2'x4"x1/4' 96' 110.0* 21 12 ') 144" 91.0` 21 12 rupx Spm TUDE 80" 109.0' 17 10 SPAN TUBE YOUNnN( INSTALLAf10N TELEVATION[TUBE AT Wj 2"x5"z1/8` 96" 100.0' 21 12 $ECT10N X SRI TLfDE 144" 81.0" 17 t0 SUIS N.TS'. 4 t/1•tfDl 80' 124.0' 21 12 - f � PD.(YP.) +/TT1P. 2'x6"z1/8" 1 96' 114.0" 21 12 a ©* r 144" 93.0" 21 12 a4s•ar ala•n >Ic VALID ALSO FOR MIDHEGNT TUBE INSTAUATION ONLY;;97 1HE SUMAMON OF THE 35Q'xf/4y tF11Gix pt Y.4•«s'.3•er SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE KU.PRODUCT SPAN Sol T71g1yE "4,.,. 4'.t3oerN _SHOWN ON TABLE (m J.So Y Y TABLE 2: MAX. SPAN TUB LENGTH SCHEDULE (TUBE AT MIDHE1GH1) 7� �m 1/4q.yp IpX . o 0 0 0 'TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS oe'on - ------ ------- SIZE SPAN SPAN LENGTH FA. END PER END OF TUBE • ------- .4•«aha'« SPAN rose-M SCHESUIE X nxzE 60" 76.0' 13 12 (e)1/4•.3/4•Toq SCREW a SPAae SM TUBE PER 2'x4'x1/8` 96' 6.0.0` 17 15 &OW uAx Ar Y oa tnlrnlflwufr• Natoas(tvPJ 144" 48.0" 13 12 sacXxE) OR an�CONCREM (X R.?�4��* 80" 87.0" 21 1B TYPICAL ELEVATHNi (TUBE AT BOTTOM) SPAN TUBE MOUNf1NG INSTALLATION 2"x4"x1/4" 96" 79.0' 21 18 SPAM TUBE 144" 65.0" 21 18 (a)1/4•.3/4•m¢SLTEW �•«3W«35a'Yt/4• 4 I�j o' 80" 77.0" 17 15 AT O.C.uxxmmxMtY. 1f310t11 eoe3-re N.w.I1xtaE ppNc f/i•Tm. f3)�Or 1/4y (L StlEemR « 2"x5'x1/8" 96` 70.0" 2t 18 )np)(yP W « '6 pt 144" 57.0" 17 15 80' 88.0• 21 18 pt get a 2'x6"xt/8" 96" 81.0' 21 16 Z Z 144" 66.0' 27 18 0 0 0 0 INSTALLATIONS DETAILS WV SPAN TUBE ATO POURED CONCRETE v4 /4•UKSTJkW -------------- OR GROUTED- CONCRETE BLOCK WALL �� o6'oa o o ---o 0 0 WAN TUBE PER 9naDULE ----------- SCALE:N.T.s. SM-TS Aum^ 0 0 0 0 0 0 �""T `� 'E MAX.A.S.O.DESIGN PRESSURE RATING"7720 PSF 14•«35a•or 3 5„/Y a X11/gym `� 'i FLORIDA BUILDING CODE(High h Non High Vetooity.Hurricane Zone) 3 « tsEE sa w El Q GEN 9 _ ®1015 TLTMO SNC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °NAS pt .�. \\ Sic A.a/LL FOLDING SHUTTER CORP. °'/DM '°/16 O0.mNafEtE _ BlOac Tau RLlmam Y.O ]'d«1=4' 71U.fT lIX6TIN0&ENGINEERING COYPAFIY ue1CIN 6oN-Te AWM.ARSE ICES xa 360.R fA..301.VNafaa ExtOIN!'h 33,5! WOO (F�Rt Fl 9413 15-014 (a)1/4'.3/4"TI'xa Saar i � ..�= aim", ,-,Ale.Fm.Xm1An-test PH:tem-N3-a77t AT 1 0.0 teNmUdleLLY. (SE ) �.9 P . ` man:Ll,eeaoael.eam .mltletfgduMemmn IINA,FIxG N. AN YUBE MOUNTING INSTALLATION ORIS a` ��\ WALTER A�17F19 P.E ae r mala DA rn r. exary txn< SE$ Z f SEE lf4RATONS FOR ON SHFEi 2 s / ` F1APow Ell 44167 1 .v,v. a sIR.tT a OF.iJ sws xrs 1 1/4• 1 1 s/s• MRI.EDS LwooNs/c7�1E-Floc (SEE is; E ANGORS O 16'O.G COSTING GLASS 137 _ smueluRE MIN.EIL 9.7 ) Ev.Tim =SEES SMELT 13) EanSTRUCTURE 316-0 THREADED N 1/P..x 1 3/4• o CFNTEWIECE IDR° iwcws/cAEiE-NF7t / ,1�Iet y pANGORS O I6.O.C. \ / 1 \ 1B•O.C. I� 3 1 } or 1�t or 1(1A t OR isi/4 1 or t or 1 �i We IC TENS 0 18.0.0. WALL CAC lJ1v= 9D_P 90.P 'Z90. � l �' SND CONDITION 9001 POP METS ORz / 8 4_SR e D.C. ( OGFIeOR OR 5 r oR Ex07eDR7 J V (SEE NM 1) (27 0 3O o.c o / E/�FERIOR (2)®0 30•O.C.a ME6PAN D m so• \ 4ODSPAN FDR) OO 99' °.G�O III A F7R UP / \ HORIZONTAL SECTION 20 Gro': � W� 2_ SCRID L IIEYER6NOR¢«mL SECTION 1 SCREW a�R F10 ) EXIETOOR) RRETeOR OR f](IElEOR) G EMOeOR) ONT aR V421.21.118,cow III POP RIVETS. •,s/4• MWY VARI AT LAST SLAT AT TR 411 16T/WA71016 ORr 60E'-111 AlO1'""�'E 4 OR 5TI]a:0 1e•ac iNNiAPCON/CRETE-FlExSHO T,Spc•,G/q�-�7(, SHO RE t SEE LIt6TAi1 M FOR©ON&1ffT 2 ANG�018'aG% post elstmiiiRE3 DxGIMG STRUc,ORE 'ALOTnEEaEND CONDITION Ix610A sm,xfuREENSOR END LOCK ANGLE NUB es12' O.C. N/ END LOCK ANGLE xaezoNra sDc,wM / / noRFECNnIE sEcfoll NOTE-1 f%Mr. lUnriuf EDE�iNGLEE seREws A1rAO ED/io 0E ONE LOCKING TUBE, PARI � SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH E7(TERIOR OR CORFAi9mE OW 0.0. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A "F030 To o SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, MSPAN AUR(J7 . so• 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.G o MOSP//MllTTTFDR UP TD,++ srAN(11R Me INTO R WiTH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH Sep"IAT BE MTA= A 02OR00' LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR fXfF3eOlt) OF THE TIP A SQUARE, 0.475'xD.475•x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 5 ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE a1�6 SHO (1)PIECE, 1.375" LONG, WiTH A 0.36674.366"X0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE.MUST INCLUDE A 0.684" �P� (lE4ER5 )R DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. soo SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DM=D ON THE OUTER (MAX-) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. O.Ews INTERIOR 4 OR 5 oR FxiEROR) SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL \``\`.t . HOfKWOAL SECTIO! \\�` .`......I.. ., F/ �G� FLORIDA BUILDING CODE.(High&Non High Velocity Hurricane Zone) _ d+a°tsDEroma l3TITAN II FOLDING IMPACT PROTECTIVE SYSTEM END INSTALLATION DETAILS INTO CONCRETE, No,44167 ?*_ 0s CONCRETE BLOCK & WOOD (AS APPLICABLE) 11 1L ECO INC. FOLDING SHUTTER CORP. GATE —"0 R —QI i1LLlf TESTING&ENGINEERING COMPANY TOSS K76TRRT RI[E �g J `4r m!A LK]M R sb s6,f MN Wma4 M1 J]tEe WEST PAW 91EACH.FL 33413 15-014 �[, F,f:INO-643-4371 'ilrf�,. G'1\\\` - h tlltoee0ad.eem wr.,elaingelNtlaacun OAANNO Ne E- 0671J.PwTFAT / =259 � FLORIDA A.Le. Aee w' aee.w SHM 9 W 13 4 ' ' AIUNMIM INOlE 8NU>-OUf WUM A A PER STL.•OCTE 4,SNRT e (2)3/16-PEP trRM 2'2•■2•x 1fB' ANCN UEC OF Y x 2' 1 2UM,% EACH ANGLE lE0 WAY FILE . AIM RRON OPEN4lG (AS 910NN)OR 1TTNAR[15 OPENNIO,NO ANCNOO �� n +� SIRUCTIM R ty, g—fl 7 SEC"YOUNF PER EC4,S1NII O (2)3/10'POP RNETB PER S , EACt1 LEG OF 2•xY ANCLE ALTERNATE wALL SIMILAR AT HEAq .PLAN VIEW A""A IwnM ECR GNE� 0� EXTERIOR ELEVATION AN()SR AND 130TH SIDES OR eonl AxaRs OF PRODUCT w® 11 OPTIONAL_SIDE ANGLE R mom/ P� /z a t tE(a �a-z (rroRcncN 4,sNra e) Mp TUBE barrom OR W WALL.(2 flax"ED) TAPMR/ �EFAIE-FlE`XL N mKftfS Ip 'E'al TO SW END RE'CES NAY BE FLAT C{'t• Qq 0 ERO OR L END '` ...t1 .. 3fiC POP RM1'EI$OR E057010 STRUMURE 0 2.O.C.s ,EKs 3 O 1 .C. 3 ,/r Now CORNER POST f�v ��� EDGE CRE of CONR Lt (IW.M TOP AND EIGNOM SAMI� an��Y,E RUT 2 TRApPEb END CORNER POST CONDITION WJ FLAT END NORrMWAL SECIICN FLARIDA BUILDING CODE(High h Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE'' ��� ASF ':" '. A ®zc,sTnxEcomc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AW LMALL` N0.44167 OJ/10/t5 CONCRETE BLOCK & WOOD (AS APPLICABLE .� * TSE p,w,�. WING sHUMR CORP. CAT '���iF itWT TE'311NG Q ENG,NEERIN6 COMPANY 70EB NENSDPLACE N' w .ae NY.aRk s.Rh xa vR.Irl M1aCBR a.Jafea 6R PAW M BFADtI,R JJQS '�'� 1 t7e..,{�aTT-ts,D.Tmr(.@NBrl.-LSS, PN:TBDQ-SfJ-aJ7t 75-01$ UR `;.•'���'Z� a�rcmSOG"��'ilc mQ ..rrmm� ouwmc H. MIT SA OF 13 " 0 WALTER A T-Jr.P,E rw■ .sa.®1 .as an.a. .m�1a mN - A'• • t FLORIDA EIa:1 1f1e7 1 mtip ayWo a ,'y'r; WALL FlNSH OPTIONAL RAN HOOD (NON-STRUCTURAL) WALL FN6H A„c /10;3'S5.S.M.S. s3/4' C07fa11O1 C2 -�J•' 0 0.060'THICK NG LONG NYLON GUSHNCS(Hyp.TOP) nt., RDUER HOUSING AND 1•LONG(ryp.BMMAI).EXCEPT AT ROLLER HOUSING(iYP.) .`• 0.060'THI(M S.S.ROLLER HOUSING �� °` t.-- �L •••• G rnONAL RAIN HOOD (2 YLIGN :? (NON-STROaURAL) ROLLERS ti�s3 0.633'0 cm.) . I s 2's4'CONE.W000 3/16-ALUM.POP6T5 'HEADER RWb. i 410 s Y S.S.SMS.W/ RV ,O 16'O.C. .r- Q373'LONG NYLON CONE. SUSNNC W/A 0.1307 0.163W.27W COINFL•DON C LONG TOP SECTION 0" 39.030' rr�: n 1 O.D.AND 0.245•Ld.AND LR TRAFAD 1 Or 1 O.".LONG 3011 SECTIOI4 0.320'D.C.AND S RTPPIINNG Ek t G c "! 3/16•ALARM.POP 0.243•Ld. SIDE(tYP.) ® dy \W S~ NEP' O 16'D.D. MIN.SEPARATION 2'.r CONT.WDOD I 1@l.TO GASS 1 i0 GLASSSCHEDULE 1 or HEADER ftE0'D. SCHEDULE 1 or i �(OI�H SH�FEim1� ®t DN SNIIT 113) ®t IiX 2514'OORT.WOOD 1 I + PLATE RWD. 1 . 1 WALL FACE MOUNTING INSTALLATION o SECTION. 2W R I CDLIIFL"C xk: \\—WALL FINISH WALL FecE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD \TAuLlunr ��'' A.T1( /� FLORIDA BUILDING CODE(High g Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR ON SHEET 2P:'��pENSF'•. ' ®2o1s mIEOD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMA.�� NOTE FOR COMBINATION OF SECTIONS: j1jD '� /► FOLDING SHUTTER CORP. 01/10/13 1— FOR WOOD FRAME CONSTRUCTION:WOOD MFJdBERS TD _ �— — I� ECO IMC. DATE T— MOUNTING SECTIONS CAN BE COMBINED — e 7M HMISTRF.ET RACE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL - IILOT TES INO a ENOINEEI coyPANY W�Puy WALK FL 3x13 IN ANY WAY TO SUIT ANY INSTALUTION. a -• - exA rc xn O.Ab.aoe."ITcrn.¢Nm>s a m,m 15-014 •d•, •��LL/= Rm..t -1sw.Tft.i>m7eH-,'.O+ FSE de p*u3-IA7I �. 719 e`QQ, OODSOad.mm ,r�Jddfr�}ndWaea„ DRAWING Ne 1 WALTER a n°0°63tIT Jr.PZ "7h�, �9t• lE FlDREW Lla 4 H187 ,� •m,Nu SNFET f0 Of 13 I V \\ 1/4'0 x 3/4'TEXS SCREW R 1/4':3/4' BOLTS W/HIF1S h WASHER O 6'D.C. 4'x6'(Mie.) G WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY OF DWOOD BEAM IIIBE C.A.B �EGI ENGINEER R ARCHnTECT PRIOR WAIL FINISH .0.060 THICK S.S. t SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. ROUIIt HOUSING 2'x4'CONT. 04 WOOHEA . D DER -k'� OPTION&RAIN HOOD •TOTE FOR COMBINATION OF SECTIONS: RED'D. ED. EO, (NON-SIRUMW r?_' 1- MDUNRNG SECTIONS CAN BE COMBINED CoomRCH C8 . _ g �1Oxs'Ss.S.M.S.W/1/2'e x3/4' IN ANI'WAY 70 SUIT ANY INSTALLATION, LCN. N W BUSHINGS(Typ.TOP) '... MID 1'LONG(Typ.BOTTOM),EXCEPT re 'F AT ROLLER HOUSING(IYP.) N4IES. 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DATE SCALE : N.T.S. a '"/ * TIWT TES'nNG R ENGINEQtMG GOYPANY WM PPAW .FL M413 /s�p Imo, . BX!Nom.JM 9.ixa�.NG1N GViWIR iL]ll� 15-014 9', rye.U� t�` Pta�:pm7�f-1S1o.Fm:N]e!)Ol1-1Nf FH:1s"O-3-6371 ORAWMG M ES-00015710 0015txaFelAngWuRl�n.oxe OmO- ✓`�/�-.+-- W,,L,,FLORID�U.j1il16Pi a�a� :` �o sTLELT Tt NS T3 nnuH MIN. NT GLASS MIN.SERWATION Or ®t (ON SHHEEET 1�) T . TO GL40 (SEE HMT 13) �S N or® w ON SHEET 1J) 3 DDDWiiiv OPTONAL RAIN GUARD I (NON-STRUCIURAL) 1/1'0 x 1-1E7C I z POS NE7$NATE J®'S• SCREW OR 1/40-2o'xt' AT rm 8 wasHER m e'O.C. S.S.115 WmH NUr Q n• in J/16'ALUM.POOP RNEIS n a O 10'D.O.BPES EDGE OF SIAB IF APPUCX - EDGE OF SLAB Q x�, o _ >F APPUCA13LE ANCHOALTERNATE LEG A' r:' 07 . (SEE NOTE') ^7 18' _ . 2MIN.WOOD DECK REQUIRED T•— (NO FINISHALl.ONED) CONIEGpN CD EDGE OF —" r NN.E.O. . SLAB IF _ EWE OF 27 MRI.ED. APPLICABLE -- stpa IF APPLICABLE t SEE LIMITATIONS FOR®ONSHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION_ _— SECTION 7BW (BOTTOM) 1 AON ,.MHN_E.D NO FOR COMBINATION OF SEC710N5: 2-x MRL DEC K REOUIRm WOOD i- MOUNTING SECTIONS CAN BE COMBINED ' (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MN.SECLAM "I EO• FLOOR MOUNTING INSTALLATION PLATE RD.WGGG (�SCHEDULE SECTION' 7AW (BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL ''.'�ei^:!'..'•" WALL FINISH or (3)s/te-a LAO 2- 2-SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN t SCREMS W/2 1/2-MIN. I MIN.E0. g - V.4'x 1/8' B PENENA.W/AT YDMOIII PRESSURE RATING &SPANS 6013-T6 COEtT (2)OF PAFTER/ONSgS AWIJNUM TUBE iJ4 14-(6065-18)FLAT EXISTING 2X WOOD 214'MIN.WOOD PLATE TEK TRUSSES OR RAPIER STUDS O 18'O.C. SCREWS O 6'O.C.IN AT 24' 1�ETtiEII(TRUSSES OR PLATE W/1/40 x1` SC7IX (2)1/4'0 IAPCON OR 1/4'0 CRETE-FiDC e 8 SCREWS 11 4.O,O.IN ANCHORS OR#14 NDS WOOD SCREWS OR 1/4.0 •;" BETWEEN TRUSSES EDGE(IF APPUCAELE) NDS LAG SCREWS AT MIDWIDTH OF FA SND W/ 2 1/2'Wit.THREADED PENETRATION INTO WOOD g '� STUD I '` 1/4'0 x J/4'7TH 1/4'WX PLYWOOD ECISTING SOFFIT SCREW OR 1/4'-20 x 3/4' (2)N}LDN O• SS.BOLTS WV NUR& ROLLERS E 0r110x3'S.S.S.MS,W/1/2'0 x3/4-LONG WASHER O 6 O.O. O.B55'0(TYP.) MON 6USHNGS(ryp.TOP)AND 1'LONG b 1/4'0 x J/4 TER 8 I �3 ,)BOITOTQ,IXCFFr AT ROLLER HOUSING 1 - 8 SCREW O 6'O.C. e1o�73;L� XON J 3 MOUNT TO WOOD STUDS MOUNTING INSTALLATION BUSHING W/"0.'SG' I INSTALLATIONS DETAILS SECTION 1.4W. (�OTTOM) LONG TOP SEORD 10.500' 0.16310270' O.D.AND 0248-Ld.AND y0�0- - MAX. A.S.D. DESIGN PRESSURE RATING- +60.0. -60.0 P7 SF LONG BOTTOM MIN.SEPARATION Ul]TUFAB r .� INTO WOOD ```,\\,IHH111111y1 y SECTION 0320"0,0.AND TO GLASS WFJLIHER \\ Ar FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) 0245•Ld. (SIX SCHEDULE STRIPPING EA or ®t a SCALP : N.T.S. (TGA,) ON SHEET 13) I SIDE(TYP.) ��Q�. "••••••.• dp�i4 ®2015 TTLTECO 1N0. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DARAO Ero . \CENSE 03/10/,5 FOLDING SRUM CORP. GATE HEADER TO TRUSS MOUNTING INSTALLATION *L3�. � C*� 'nLLR TEST NO&ENGINEERING COMPANY W6700 SECTION 8W (TOP) �; °1®%`'0A sstt,�» °" ^ylec 15-014 IHTE�F �' r�.iw.Oonyn+-t7m.r.C�Ari-len PFh 1800-847-13F7 • ` e-men:10teee0aelmn ww.rddrngelMOaxmn DRAWING Na P EG WALTER A TIWfT'Jr,P,E enc v.r worm+ MAX• A•S.D. DESIGN PRESSURE RATING +60.0. -60.0 PST: 'ipy�• ? nnmDA J /44187 eon— anw4 x en< .SHEET 12 Or 13 </(1111111lg1