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HomeMy WebLinkAboutProduct Approval Florida Building code unline 5- Professional Regulation Florida Departments BCIS Home I Log In I User Registration ; Hot Topics I Submit Surcharge ( Stats&Facts Publications I FBC Staff BCIS Site Map I Links I Search I Busines PU%SSi I 0 Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application Lis[>Application Detail e 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 m 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 Pioriaa bullctmg Loae uniine 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 RS 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.15-014.1)df Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee K 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: seculi Astmucs https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z... 7/1/2015 .E GENERAL NOTES* 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(toff)AND OUT OF THEM(HRoff). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY. OR 1/4'0 CRETE-FLEX AS MANUFACTURED BY IIW/BUILDEX, INC&ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY.OR 1 14 NDS WOOD SCREWS OR 1/4'0 NDS TAC SCREWS. DESIGN WIND LOADS SHALLBE DETERMINED AS PER SECTIONS 1620(Toff)&1809(NHVKO OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR N4]ffi Kd-095•USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM AS.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION.LI01MME OESRIG Nom LOADS GET DIED PER ASCE 7-10.SHALL BE FEW C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 NOS WOOD SCREWS OR REDUCED 10 ASD.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO CDMPARE THESE W/INX.(ASD.) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C5 THRU CTI DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO,WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HDI USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF.1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR 1/4-0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE FITS 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 1628&1609.1.2 OF THE ABOVE MENTIONED LODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.ET.L), HURRICANE TESTING LABORATORY(H-T.L.) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE 1 10 x 3•, 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITN BUILUEX TEN SCREWS.W/FULL THREAD PENETRATION. STRENGTH&187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS Nom. MANUFACTURED BY WH.ITFORD Co, BOX 507.WEST CHESTER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SHAT.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF IOW BUILDEX TEK SCREW 1'. FOR 6063-TB ALLOY AT SLATS SHALL BE Fy-25.9 ksi. ' 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksT YIELD STRENGTH AND 90 ksi TENSILE STREmTH OR 7•ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 8. R 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 SHALL ONLY BE ATTACHED TO CONCRETE; BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE S.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS (A) TD EXISTING POURED CONCRETE 10,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCQN W/ADVANCED THREADFORM TECHNOLOGY•AS MANUFACTURED BY I.T.W. BUILDIX,INC.TO MIN.VC-3192 psi. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. r--v 0 psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/.4'0 CRETE-FLEX AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.(-_0350 psi. It.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED EK THE JURISOICTION WHERE PERMIT IS APPLIED TO. At) 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.ED.)PREPARED BY THIS ENGINEtR IS GENERIC AND DOES NOT PRCADE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE'P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO'SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHAM BE 1 1/2• PRODUCT EASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RFSPONS181LRY. A3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN]STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RFSPONSBLE FOR THE PROPER (B) TO EXISTING CONCRETE 9L.00K WALL ASTM 0-90. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ERMEER TO THE P-ED.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY LT.W.BUILDER.INC. (E) THIS P.E.D.SFWl BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEERTHAT1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT. PREPARED R. LADIES: _ THIS DRAWING SHALL ONLY BE USED TO OBTAIN 9.1) MINIMUM EMBEDMENT OF 1/4'0 7APCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERIIRS IN THE STATE OF FLORIDA MIN M EDGE DISTANCE E AS PER SHEET B2 3/4-ISOLD SET ANCHORS SHALL BE BENTIFEL EMBEDDED 17 81 INTO THE CONCRETE BLOCK UNIT.NO .� A,Lrl�(/�/''% (High 9 LY ) ) (/.) FLORIDAF•lORIDA BUILDING CODE HI h& Non High Velocity Hurricane Zone EDBMINIMUMESHOULD STUCCO DUST AND 1 INTO STUCCO SHALL 13E "MINIMI FOR WALLSSWITHSCREWS NO STUCCO.SHALL BE 1 1/2'LONG \�CENs -•.`��%y {� ®zOTs 1nT[zo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM B.3)IN GSE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL., � I 03/10/I5 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE x-* - 1 L E C O L N c. FOLDING SHUTTER CORP. GATE SFIALI.BE AS INDICATED ON NOTES 8.1 &82 ABOVE. �:./'%,V'J` •;�^ TILLIY TESTING Q ENGINEERING COMPANY 70110 NF)WACK .33 • V,II(/[[ff'`1yG mse xx xa.s.sx sm.vnaa cwmns.n.aT,ee LACE WEST PHI BEIOI,4 1 15-014 for,0167,-Ia .Ym v R]LL9)Blt-15], PFI:,800-813-6771 D�' '2 ❑ P .:`'C4' ma2: 00067 acLmm .w,dd�peh,ALar�m, DRAWING No . SID • V.` EO.TA.Ur,9 WALTER A IXLT Jr. TE PLOfIM lU./4{1677 Mon. v SNELT I OF 13 AAA/ \l Saco, $TS' 291f• 7860 .Taco- zso6• Qy.� 2 a. .au• 'o �� *qy- fJTl• -RL. d$ oar e� 96r A ."4 © + .ees- 2nto SL,4T cosJ�TSAttor �' $ ND%I Oi�'t © r � © FLAT END ,�'" EXTERIOR CENTERPIECE (TO BE USED FOR ALL lNSTALLAIIONS 60� T6�:�t10Y-°-���� X606:3=75�ALLOY�} 6067-T5 ALLOY ,I 'fir - - 4 6067-T6 ALLOY MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSW IAT70N2 4 1V;y^ERIDR:.aCENTEg CE DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRAD£ - MEASURED AT BOTTOM OF OPENING 606J-76 ALLOY SEE COMPONENTS 20,21 @ 22 ON 3� SHEET 3.) - ewe• 7asr ATI n5 zr7Y 1961- x715397• R,q 2011- 2GSY - q �.raG• fG• f9/Y ry.170" .WI .1X1- �• R. ee• 3 .ov- 9m - o _ .asz• 4 �. o .09r .ash• = t d _ 1.06a' •� _ nNC) _ .06a- .e91' $ .06r D " MAX. B.D. - -- ® WALL HEADER �r L��t1 ® CEILING:�AM ER'� BOTTOM SILL ?'RACK BOTTOM :TRACK ADAPTER 6067-T3 ALLOY SILL/HEAD TRACK 60s3=rs Aico"r sr-rs ALLOY 6067-IS ALLOY ' .6ae• A zeta t2 .m6• COMPONENT a b t1 1:2 77ze • .� d Q Z' S'MAX. 0.125' 0.125' N $ .oaf• 'N 1® 2- 4'MAX. 0.25' 0.25' `� E 0.062' 0.062' ® RAIN HOOD ©1 ALT. BOTTOM TRACK ADAPTER 2 �BOTT014f RAIN GUARDS ©� W-M AT bf-ANGLES 6063-T5 ALLOY 6063-76 ALLOY 6063T6`ALCO ' 63-76 ALLOY a COMPONENTS d \`\t (iAL6rrTT3�8x = 1 FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) 4 .ass- ®2015 Rnm INC TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM .STSs . � "16 AC TAL 'LOCXING�TUBES 200°" __ IL E C707,x,. FOLDING SHLItiER CORP. °'�a°�15 TII8c� Tycr nLUT TESTING h ENGINEERING COYP/.NY HEMSIRELT .7 F�iREI►a7 r-- =�C�./l ®e Nr.xm.s.a bas.�w wax%a ulw a�P N�istia 15-014 FOR 4 & AT-10ENTERF?IECE. CORNER POST �, �- t7af)Af-190• (]p6j6T1-1e]I R,:,eaG-NST _ 6063-T6 ALLOY 6063-T6 ALLOY :'O•• P',.' ®0(3719 tom wdals�ahand+mn IIUNNNG No MIN. 26 1/2'LO �% ,¢ \ FFLWIIWALTER N u j"167 ww �.6 sx¢T 1 or Ia �NKX \\• ' ��11NHnHtlita\ I , t i Izva mm { (J)ROWS OF i �IO%YTGPmm To S"oe i 7 {'0 HOLES ' SPD ; TABLE 1: SOURCES FOR & 7 b O J/B'APART r—__ —_� I 2-fXW E7LCN SIDE 000 B!BOTH OF WINDOW(SEE TABES 1) OPTIONS i 000 DIRECTIONS rs STANDARD SANER S4SC IMAMATNE 1 000 1 Ts ' ; as ' TTPIiU.PAOPFFR6 Iz<FEREN� SLATS i O IFUMAC/SCIENCE PLASTIC KM1plLE 1 000 i UdCLE i i /LCIAUMOLON JI LEXW 703 REM (SPI i Opo ) 20 ! c' 000 HEWING SPECIFIC GRAVITY ASN D792 0.043 row' 0.043 Ib/e( i 000 ; .' L_ -__J I N7NDOW TENSILE YIELD SRtF1RGT11 ASN 0636 9.400 p.al. 9,500 D.el ip0q � Q� � � FlE70IRAT.STRETRCiD1 AT PIED ASN 0790 12.500 P. 13.400 P.tl yy FLEXURAL NODULUS ASN 0790 340.000 p.al. 34S.ODO P•sI. Zo i i rytuc)an SNM-IN END IEIPd6'.L• N i 1.000 I F 2 CUP 7UP/BO7TOM NOTCHED ROD ASBL 0256 16 FT-15/In 17 FT-Ib/In. p i MAX. i $ I j =e (SEE OF NDBL£2)DOW FIRE BURNING MZB9 R14 10 Cc5l I p SMOKE DENSITY ASTM D2843 47.2% 64.5%W1% ,��,2 i i a RATE OF BURNING /STY 0835 C-1 CLASS C-1 aA9s SELF IGNITION ASN 01929 1040•F 9807 y ' SLOT WWDOW �n STAT wvWW 0.060'THICK wEAmm�Nr._ ASM 0155 77 i POLY!.AReoNAT£HEWO TENSILE STRENGTH AFTER M'EATHOW ASTM 636 9302 P•a.L 6640 P.l U 1 i 2y i I WINDOW(SE£TABLE 1) TENSILE SIRESS BEFORE WEATHERING ASTM 636 6461 P.al 6680 Pel. 1.000' i Z i NO AfAX C4 W7NDOWS ACHY BE IN ONE SLAT SPACED . MAX, 1 V. , A MINWUM OF 24'APART. WRH 12'MIN.FROM a I w a EdDs of sur TOP&BOTTOMTABLE 2: SOURCES FOR SLAT MIAST BE INSTALIEO A0INCENT ' 70�ENTERPIL7:f5 4 OR©.NOR AT CORNERS Of PRODUCT. U49M TOOL COMPANY 1 1 "poit PROPERTIES ��� BUCK NHAV PART 000 SLAT r--- ---- ® SLAT MDODETAIL lzasrsgi8 000 1 i (QEVAAON) PHTSCN,- � O O I 1 20 SPECIFIC GRAVITY ASTM D792 0.042 Ib/Rn' SLAM I ; L. OKAVCKLE— O YS t HEWING uFr��w h i 00 ; (ryp) i t WINDOW TENSILE YIE1D SIFO]I.TH ASTM 0636 11.500 P. ( ) 1 O R i r i N oma- FLEXURAL STRENGTH AT YIELD ASD790 15,000 p..L 00000 i (J)ROWS6O I i d {$ eneo- FLEXURAL MODULUS ASTM D7eO 450.000 psL 114'0 HOLES EA.SPACED i I_-__._J i 'i__}, NOTCHED ILOD ASN 0256 0.6 rT-lb/N INJA'TH i IrwaaFxwmm i —L_-Tl -{ ^a BlEE1$I6L.�E$ R 1e61I1Te0IY9Y 1 1>•MK 1 /I•I BOTH ; TDawT lnnou , 679E � DIRECTIONS. m� H DSSn• p�Ap• COEFFICIENT OF 1Nt7WA1 EXPANSION A5N 0696 55:tb in/Tn-•F 21 Z-CL SNAP-IN END CLIP M`v1NG�TEMPFRATURE Y IS °'Y NO ® SLAT MR-01 ELEVATION - TD BE USED As AN OPRON FOR ALL 4NSrAUA77ONS r- UNDER URGE ALMHE MAY IAIXUDE PERRMT70NS ..AS.PER THIS DETAIL �TYPIGi41L �17�! SL�AVTiWIND.OW®DE,TAILS -MAX. (z)BTNDOWS MAY BE IN ONE SLAT SPACED n MIN.24'APART(A4U EVERY TO SLATY). l p NG "WIN©OW 8c; 2ti12�2F C�IPS� TYPICAL ALTERNATE PERFORATED SMA`LZMISSIL-E IMPAC (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) SAA, FLORIDA BUILDING CODE (High do Non High Velocity HUIT CGnO Zone) ••.,•,J9�i 02015 nuECO IXG. TRAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN° P;•'�pENSF L ECO M�. FOLDING SHLITUR CARP. 03/10/15 i a TILLIT TESTING#ENGINEERING COMPANY 7T Pw NFL6TIfELT RAS NR.]60.g. 3 Oto 4BanA oNmOq R MI. �'T PALA�•�S1H3 15-014 CC R.r.LJOSynt-1}ID.Fa.tffi)611-191 �:1800-643-6371 wt L.Olteco0od— AoIAV&Atr4Aan DRAWING Ile 4:Ty WALTER 7A. 1 pp_ aRarb 4,e av,r a®n1al m[ FLORIDA lig 44167 —1 SHEET J OT 13 t ILLu�r141\1T��`\` 1 2 3 4 5 6 7 A B A - 2OrO3W/ 03 ,16 ,� OR 19 4 DR 5 8 (2) n It w Z USE (2) AT 30' 1 rj♦ ♦ NOTES ON®&LOCKING TUBES®AT OO&5O- N O O.C. FOR SPANS 2 w UP TO 99' - 0 1.TWO(2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED x j AT 30" O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER w USE(3) AT 30'O.C. SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE U "a FOR SPAN LARGER INSTALLED INFERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECTS rn n THAN 99"UP TO 144" DOR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2 (2) LOCKING TUBES,cam,SHA ALWAYS BE USED TOP &BOTTOM AT Rw/I L'Ca PRODUCTS CENTERPIECES OR&S AT ALL INSTALLATIONS. LOCKING TUBES v nN 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 t Y SEE LIMITATIONS FOR®ON SHEET 2 1 ISE-E 1 END CONNECTION DETAILS ON SHEET 9FULL FOR 6 , O, O+ � ,(2)+ 1 6 CONCRETE CONCRETE BLOCKOCK OO R WOOD INSTALLATIONS. 9 + 10 9 + 10 + 1 9 + 11 UNUMITED WID TYPICAL ELEVATION 4, N. T. S. 4- NOTE.• SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 70 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON T SHEET 11. FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zane) SEE SECTIONS TAW, TBW 6W & S ESHEET 12. P:•' \Gtva F ®2015 TLY=INQ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °L&� 4167 *" IL E C O m-. 15 FOLDING SHUTTER CORP. ��GATE :•fL TILLE TESTING&ENGINEERING COMPANY 'moi�. Q••'•�?\��\��`� R® tnn.wftaia,A ryelerl-13T, 70PLACE aRmG n E,a K6BE4M R 33413 15-014 FW 1600-60-Wll mx,r-ElNGRANG No 0067 F \ WALTER A 9UJf Jr.PE ,ns v a>�o, FLORIDA U./4{167 al,¢� S11EEf 1 Oi 13 11 1\ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. EXISDNG NON STRUCTURAL WALL POURED CONCRETE DONNOG110N 0.060•DOCK S.S. OPTIONAL MLN ROOD (NDN_SOPTION"'TIRUCCTU HOOD REQUIRED. / TRIM(DECORATIVE FaFAO) (SEE SHEET 13) ROLLER HOUSNG (NON-STRUCTUML) ) 6 1100L 25 E OL Y 1@L ED- 0 WTIOML j (2)NYLON i— -���• OONIEL'110N 12 / ��, / RAIN N000 ss a(ITPJ 11,E (SEE sNEtT tJ) '% (MON SiIiUCRR+AL) 1 � I /10 x 3�SS.S.M.S.w/ W J/is•ALUM.POP INET". 1 1 1 0.373, LONG NYII 3/10•ALUM. =� BUSHING W/A 0.150• CONT- POP RNtZS• O 18.O.C. i (2•.4•YAk) g tlOP SECIIOFa 0.500' 0.163'.0.270• O 18.OJ:- t/C e RW GUILDER 3 O.D.o.0.AND 0345•i.d.ANO Q22J•LONG BOTTOM ULTRAFAO 1 NTN.SEPARATION 1HRTEADFTxa1/iEauRaLocv 1 1 SECTION 0.120.OD.AND WEATHER POURED CONCRETE TO GLASS r OR 1/4.0 ETD 1/4•e.1•lEN 0245•Ld. STRIPPING EA OR CONCRETE BIApC (SEE SCF6DULE J of 7 S 1 (hp,) SIDE(1YP.) ) or WALL REOUIRED. �o CREIE4TDC W/1 3/4 I S.S. WTill NUTSCREW 2k}t• 3POP6 aE15, ON S/BET 1J) ®t ®t Lur1 EMBEDMENT o Cro.a 1 WASHER o 4 D.C. o TB•O.D. or POURED CONCRETE 1 MOL SEPARATION ... REOIARED'LIKK I 1 of TO CLASS of ® N (SEE ON SHEET SCHEDULE-3) ''®t W t 1 3 I TO GLASS SEPARATION I '1 (SEE SHEET 13) O74r= CONCRETE .Ti• ) O �� 1 ON SHEET 13 7 or W 7-9 MN"mnm C2 n 1 1/4•e.1•TEX ®t (SEE SHEET iJ) - 1 SCREW OR 1/4e-20•.1• SS 115 WITH NUT @ WASHER O1/4•d IIW BUIDD( .S.u.s.W/1/2.0 TAPCCN W/"M:ED NRON BWION65TFaRDURDRMTEOOaOLOG,Omvm:ON Cl Y°' 1� N'0 3/` WALL FACE MOUNTING INSTALLATION cOrRs,Rtici iN`PRaoui�rs 1 to (SEE S/IEET tJ) / ROLLER HOIIDNG(11P.) "T CRETE-HEX W/1 3/4• 1 SECTION 2 MRL DaBEOMENT O 6.O.C. I (2•:4'61AOL) WALL FACE MOUNTING INSTALLATIONOF 50 ANCHOR SECTION 1 'n S'"°NQ PACING maim GROUTED BLOCK REQUIRED 1.000 2500 EON. (MIN.Yc-2 Tai GROUT)OR MIN. E.D. POURED CONCRETE / WALL WALL TR NON STRUCTURALSTRUCTURALTRN(DECORATIVE 9L1) O 6 ANQ W SPAONC STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE �qt UµtLe�'' MAX.A-S.D.DESIGN PRESSURE.RATING = +65.0. -90.0 PSF & CONCRETE BLOCK \\\\!1 'Fa`L f[ �r'bi FLORIDA BUILDING CODE(High & Non Efigh Velocity Hurricane Zone) SCALE:N.T.S. `��P.••�\C ENs�•.;.p'�� 02019 tdraO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM �� NOTE FOR COMBINATION OF SECTIONS: * E0. - EDGE DISTANCE 1 �e FOLDING SHUTTER CORP. /1D/ts SEE SPECIFICATIONS ON SHEET 13 'L ECO 1lIC. DAA 1- MOUNTING SECTIONS CAN BE COMBINED ( ) ) - ST PALM IIE11511EET PUCE IN ANY WAY TO SUR ANY INSTALLATION. - (/ - 6tSS�N:mew n�a Glwiw c�NmwGs,I,aTtm ''T P� �In. 1J 15-014 •• 5 'I GTJT Nv+r"Smpit-tSw.vm.(3>aMUt- I PIF.1600-043-6311 ?9p'• F( P �� SER oo's�ilslm ....rar�dwe-- DRAWING N. I SEE LIMITATIONS FOR®ON SHEET 2 WA-TERA Tull 3r.PE J� to r w -�i�A��g�� . ITN .FLO.li,/44t 67 MW SNFEr 5 OF 13 IIIIIIH1t - • 1/4'0 x J/4•TIXS SCREW OR 1/4'x 3/4' 1 SOUS W/NUR d WASHER O 6'O.G 0.060•THICK SS 1 1 1 SEPARKPON POURED CONCRETE OR ROLLER HOUSING 1 MIN.SEPARAIT MIN. GLASS CONCRETE BLOCK % r-( TD GLASS (SEE SCHEDULE- REQUIRED or ro OPTKKRN.RAIN HOOD SEE SCHEDULE EDCONNECTICIN C4 . (NON-STRUCTURAL) I ON SHEET 13) 7 or ON SHEET 13) . (SEE SHEET 13) ®t t /10x3'SS.SYS.W/1/2'0 ALTER 94TE 3/16'AWY. ALTERNATE 3/16•ALUM. xJ/4'LONG NTLON BL5HINL5 POP fLVETS O S O.C. POP TOVEfS O 5'0 .O.C. 1 (TY0.TOP)AND I'LONG CTY0. AT REARI AT REAR. 1 BOTTOM),EXCEPT AT ROLLER R HOUSING(IYP.) (2)WLON ^n 9 S ~ n 1 EQ.EQ 9 • % 0.&SSY .) 1 3/16'ALUM.POP RWS 1 h S 3/16•ALUM.POP RMS 3 1 O 10.O.C.BOTH SIDES O'10.O.C.BOTH SIDES s j LEG&ANCi 3/16'AWN.POP C, ORIENTATION 8 RNETS O 10'o.C. /10 z 3'S.S.S.YS W/ 0.373'LONA YLON 0.161'x MIN.REQUIRED PLYWOOD BUSTING W/A­0.&- 1 MIN STPMARON 0270'x0.030' $ 1/2'ERIN. IAN.3/4•PLYWOOD REQUIRED LONG TDP SECTION OSOO'I . GLASS ULTRAFAB REpInRED O.D.AND ORES•A.ANO WEATHER s.T 1/4.0 TAPCONS OR N $ 0223'LONG BOTf011 (SEE SCHEWLE STRIPPING FA T Or CRETE-FLEX o 1/4'TNRU BOLT W/ SECTION 0.320'O.D.ANO ON SHEET 11) SIDE(1YP.) t e ANCHORS 6'D.C. EWASHER&ACH SIDE NUT O 10.O.G 0245'Ld. (Tw.) - 1/4.1HRU DOLT W/ g LSI WASHER&NUT O 5'O.C. I/4'0 TAPCONC ORO .. I POURED lX)NCHfIE OR CRETE-FLEX ANCHORS 6'O.C. CO URED BLOCK WALL REOIARED 2'z4'OR 2'x5'x1/B' POURED CONCRETE OR ALUM. /6'6063-TB CONI 1 ( Or 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.DIGITI OR BF3R PLATE ALTERNATE 3/16'ALUM. ®t AN REQUIRED POP RIYE15 O 5.D.C. AT STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 d / JW.A.S.D. DESIGN PRESSURE RATING= +66.0. -66.0 PSF .µAX.AS.D.DESIGN PRESSURE RATING- +66.0. •-66.0 PSF ns `JI I 9 i i1 •"� 3/16'ALUM.POP INVETS O MIN. GLASS 3 Z 10•O.C.BOTH SIDES 1D�a s / TO SCHEDULE ON SHEET 13) a $ 1 ALTERNATE LEG 7 Or aS' 1 &ANCHOR t w 0. 0. ORIENTATION OONNEGRON C3 ALTERNATE LEG (SEE SHEET 13) d ANCHOR ORIENTATION w 1/4'e x 3/4'117(5 SCREW W/ 's POURED coNCE1E OR S/B'WASHER OR 1/4•x 3/4' CONCRETE BLACK WALL 601.TS W/NUTS&5/6'WASHER O REQUIRED 1.O.C. -• QWf BUILD-OUT FACE MOUNTING INSTALLATION COP►EL'RON C4 SECTION 4 (SEE SHEET 13)� 1/4'0 z 3/4'TB6 SCRZ E0. ED. OR 1/4':]/4'BOLTS W/NUTS POURED CONCRETE OR &5/e'WA41Eii O 6'O.C. CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. pT1 ON 4A BOTTOM FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) `�P�•.,.•• ......••.�9'' ®2015 RLTECO 100- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GRAM W. NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE ;' �,�CENSF ••, 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) -...nom- 'L E C 0.NC. FOLDING SHUTTER CORP' DATE IN AN IN ANY WAY TO SUITY INSTALLATION. `� •�• �� •* TWT TESTING d ENGINEERING CONPAHYHEMERREEr WEST�P RL&T41s me.a sT._m wr aT cNmOa n aIm 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 p �r�I •U°°>s^lut Pit Zero-h-d 71 A�, S G V e-mml: OD067 od.eom ..e.rdQaq>inAfn*mm DiGx1NG Ib WALTER�871Jr.P.E. FLORIDA Oa/44167 xrI•M. a SHEET 6 OF 13 \4 11111111111111\\I\\ •NN.ED. Q. c :teaPOUREb REQUIRED (SEE X13) 0.060'HOCK SS ROLLER HOUSING OPTIONAL RAIN )D (2)NYLON 10.31 SS SATS W/1/210 ROLLERS 0.655.9(TYP.) .3/4'�ANN I' BUSHINGS (CS1� BOTT ) 8 BOTTUN), AT ROLLER HOUSING(EYP.) /10.3'SS.S.",W/ 0.373'LONG NYLON J/i6'ALUM. BUSHING W/A 0.150• POP R1VE15, I LONG TOP SECnON 0.500• o 18'O.C. O.D.AND 0.245'LIL ANO CONE.0,103'.0.270'.0.030' 0.22Y LUNG BOITON ULTWAB WEATHER SECTION 0.320.O.D.AND SrRIPPMG EA.SIDE(TYP-) 0245'Ld. or (7YP) ®T a'9 If or do MMT ETON ®T . 'A N (sEE SGIEDULE 1 3x ON SHEET 13) YIN LASS ON H (�SCH�EDI/LE ®or I t .a•S MIN.SEPARATION ON SHEET 13) T 1/4'0.1'TEK SCREW OR 3 (SEE SCHEDULE a8 TO 1/40-20•.1•SS-NS W" 1 or I OPnotm RUN GIWA NUT 0:WA51&R o-SMUCTURAL) 4.0.0. 7 ON SHEET 13) ®T (NDN ALTERNATE 3/16'ALUM. I OPTIONAL RAIN GUARD POP RIVETS o S.O.0. I (NON-SRRUMURAL) AT I€M. ALTERNATE 3/16'AWN. H I v, ALTE(ir1AlE LEG o POP fdrEls o 5'O.C. Imo.y in i 9 LACAnON WITH aAT REM. \ n 3 'Z•2 n 5E 3/16•ALUM.POP RIVER ANCHOR OOLP�ION C7 n , 9 O 10.O.C.BOnI SIDES (SEE SHEET 13) /16'AWA.POP RIVETS O 10'O.C.BOTH SIDES EDGE OF SLAB IF EDGE r - r� } APPLICABLE SLAB IF PP /POURED CONCRETE •COE!&P11T#I' .,{ I APPLICABLE REQUIRED ?�($ A13)'-„«JJ G. roDD coNrnETE POURED CONCRflE / PL-OUTB�ID. •MIN.ED- REQUIRED . •YM.E-p- •MIN.E0. (SEE ) •NM.E.O. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. FLORIDA BUILDING CODE(High k Non H•gh Velocity Hurricane Zone) J�\S •.••""••., J4� 02015 t1LTE00 RIG TITAN 11 FOLDING IMPACT PROTECTIVE SYSTBd"Z NOTE FOR COMBINATION OF SECTIONS: * ED. -EDGE DISTANCE1- MOUNTING SECTIONS CMI BE COMBINED (SEE SPECIFICATIONS ON SHEET 13)IN rslr WAY TO SUIT ANY INSTALLATION. =- = I L E C O IMc. FOLDING SHUTTER CORP.CE nUU7r TESTING h ENGINEERING COMPANY 7005 M BE4 FEF Pl 33SIA VraQm cOmDs n.anm WTST t I -643 6 J3413 1 SEE LIMITATIONS FOR®ON SHEEP 2 '6��• A•'�• 'L ` °�rt-t��06719Eft-mt 1m0-64J-&171 maB:NfemOad.mmJddigdBeamra WALTER AJr.P.EI67 +EIIITIIIi•u11Ntt�` •rar+m ca+vafle OA amino,C.-RcE aAw uAx SPNI n6E PFR SOEARE LLOM wil xmuNED (5�50001Q i2OF W nacos X X AMC)R01s IOIS(TIP.)(SEE SOEDULA TABLE is MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) 1I. (a),H'.3/4.199;samr ------ - ----- 0---- - ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS a r nn,nranmmwLY. o o O -----0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE - MRE mALMSCHMME -- -- --- - TUBE PRODUCT . 0 0 0 o SIVE TUBE TUBE TUBE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/4v.33/4M sw - a +R- O 6 OC 3Y{•a JYra sr> � 60' 106.0' 13 8 14I.(SEET4v 1FTICM a/4 IF- ASCIIECKILEI ,;, 2"x4"x1/8' 96' 85.0" 17 10 ANaE 144" 69.0' 13 8 80" 117.0" 17 10 aw.1/ 1oNG'N 68 'r 2'x47x1/4' 96' 110.0" 21 12 d ,Sv TUE E0' 144" 91.0" 21 12 r 80' 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELryAT10N swe xrs(TUBE AT TIM 2"x5"zl/8' 96' 100.0' 21 12 SECTION X 144" 81.0" 17 10 sxe xrs SPAN 716E a 1/1-HR 80" 124.0' 21 12 Ea.DTPA I P011c '/r rm• 2'x6'0/8' 96' 114.0" 21 12 a� p* 144" 93,0• 21 12 a n/iYrl N6TN * VSMrTERS ALID F THE GMIOAB�&DBA DOES NOT EXCEED THE WUCTUBE INSTALLATION ONLY INHEN 7 HE SUPRODUCT MATION DSPAN (� x�lin ® .MEAL/Hr3E SHOWN ON TABLE t. (%E SGLRAULE) g Y Y g TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) I ? MAXIMUM 1/r.,3/P TEx�llt o 0 0 0 TUBE PRODUCTALLOWABLE TUBE REQH ANGLE NUMBER OF ANCHORS O s= SIZE SPAN SPAN LENGTH EA END PER END OF TUBE ------ ----- a{'or 3YY n •' sv/N ME'PER SCHEDULE - ------- -- ------- rarm, 1FNC1N ' 6665-76 AUa � ANGLE 60' 78.0' 13 12 ammw (6)Ile a 3/4•-3 9AEtt SPAN 766E ffs1 5(:Eo1a£ 2'x4'xl/8' 96" 60.0' 17 15 6A00•lux a r Oc,ANo m-La . a• i,NO,as DIPJ 144' 48.0' 13 12 (SEE S'"'AN" Ro m eoxaRm (2)Pas a+/av rwma TYPICAL ELEYATION (TUBE AT BOTTOM) snot vuL�� DTPA(yam SaEnN1D 80' 87.0' 21 18 RNs SPAN TUBE MOUNTING INSTALATION 2'x4'x1/4' ss' 79.0' 21 18 SECTION Y SPAN n�Lv+cG 144' 65.0' 21 18 SW£1LTS a 1/z•FA (6),/e.3/a-,rxs Tor. ra{•>ru•Q JYra,/.• lnPa 80" 77.0' 17 15 . AT r=LoNCIMO KLY. 1RC,N 6a93-T6 AUAE ANGLE PENNC 1/r W. (3)Ra.s W Iµ•• (SEE sOEn1xE7 2"x5'xl/8' 96' 70.0" 21 18 C".)(s ANa,m3 p t 144• 57.0" 17 15 DTP.)(sEE scIEGUE) h gg 80" 88.0" 21 18 pt y O ig 2"x6"xl/8' 96" 81.0" 21 18 r /I Z 144" 66.0' 21 18 i o 0 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE o O _ +/+••310ITX -------------- OR GROUTED CONCRETE BLOCK WALL 0 6'OL O O O ------O O O - SCALE.N.T.S. SPAN 71.6E PQ SOEDUIE SPIN 716E PER SCNEDUIE 6°63-Te Nlar,xx O O O O O O YA)L AS.D.D®GN PRESSURE RATING-t72.0 PSF �9 s•a ru-rc SY• 1/� l/+• 3 GLE LE),GT'N•wa w t �� r�C" i FLORIDA BUILDING CODE(Wgh &Non High Velocity Hurricane Zone) ANGLE _ pi (�saEnnA Q GENS ®2015 nL7Eco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ar ` �\ FOLDING SHUTTER CORP. "r pT = IL E C O�N,. �� GLOGK rA1 R001REL 3'W rr 3%r v J'�•at/P • PWT TESTING h ENGINEERING COMPANY 6'EST PILI 6rAE91.FI EFT PLACE 33 13 1nIG N boat-T6 Au6.ANGLE .pC3 f :Q S e36s 1Er.aw 6E.II..Sas,,raw va0a:n area 15-014 (a)Va•.3/+•rossora (� 7 TYPICAL ELEVATION fitlBE AT AfIDHE1GHTl � .',• P .:\�(V: P'�" e'tatt-o.amm'1-"" .n.t1800-643-6371 d6 DRAWN. AT 2.OC UkM1I DULLY. r O RID . `.� 08-0006116 SPAN TUBE MOUNTING INSTALLATION t SEE UMRATIONS FOR®ON%FEET 2 WALTER A.nwT P.E. SSE�4YY314167a 04i 5� FLORIDA Lie. arAw K SHEET a or 13 • �kAi � sne x.rs 11 1/4'• 1 J/4- YN.E.O. iM'D°!6/CiR7E-flF)f (SFE$IEEE EXISTING GLASS ANUIOT6 O lfi'O.G 13) . � Of6iRIC SIR RE NIN.E.D. 1 3S^S 5758"(M.) — (SEE SHEET 7J) EXISTING STRICTURE SIRIm 3/e•{71NFADEO HOIF„D 1'�255Q '1` QSJ 1/4y�:x 1 J/4•. / \\ �4c PDPRWM u O FIX+ .)TAIY%YG/OlFJE VEux: 1 i6•O.C. 1 1 / — ° Cie ' /I r POP 3 i ori or 1 or 1�r DN Vix5/{• y Or + t I i SOA• END CONDITION _ \ 18 4 SH WN �'/` J/` 'F"s'Oa 19 OG3 \`Ir / (017(IEIEI ORU5 I E/S I ERIOR �NOTE') (2)®e JO'O.C.a Y NI Fae+Jl1QO�•�O.C. e90• \ h)U O!0 O.G Ov��tTEne9 Y0UP 1 \ HORIZONTAL SECTION 20 O.C. :'° gym 1 s �'W Fat-. t- 18 / SCFEW WY BE NSTALIEn (LEVQiS ExD7tlm) NTWOR OR,MV,OR) `F7Dk711 \ NGRaaNTN.SECfpN ,. WIRM INTERIM 0R EMFRIOR) l ��t�04-�00 PPNNETS/4' 1 JC WAY VARY AT(AST SW AT TRAPPED DMML ATIONS 4 OR� 6obs A1O A""E 4 OR(5�ta'aG yW�(NJ yW�(NV / rAPrnN/GNk�E-EiEx SHOr,.pCpN�p SHO I t SEE U1RTA1fONS FDR©oN sHEET 2 ANCHORS alloJ TURE u Ioi,aD.G4eD� �twsn�.swcKu DOMING STRUCTURE Yx2'xt/a'CONT. BUILD—OUT '„ Ta A,nv ANGLE END CONDITION \ EG J/,6•POP RNE15 OR 1/{•Y]I4•Tf36 OR E7fISTNG SNUCN7RE .ENO LOCK ANGLE NUTS 03V/ O.C. N' END LOCK ANGLE r HOMONTAL SECTION NOMONTAL SEcnom NOTE.1 2•x 2'x 1/6.6061-TG //4'.s s TIX COM.ALLAM DENT MCLE SdTEMS A1TKt®iTl ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR R3J,FRPECE a 6 o.G INTERIOR CENTERPIECE®OR 5 INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (z)®e Jo'oc o YIOSPAN STIR U TO 99- SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAR a<(J) e�G 0.357"x0.357'AND IT SHAH BE FULLY INSERTED INiO THE ALUMINUM LOCKING TUBE ®AND SECURED 01m.o tODSP UP lD 144•SPAN(iFUYa INTO IT WITH A 0.120' o.d. HOLLOW PIN.. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SraLW MAY BE NSTAum A 0.200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR pRpM�) OF THE TIP A SQUARE, 0.475'xO.475"x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE ($ ED A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALL . ONE ' 1 SHO (1)PIECE, 1.375' LONG. WITH A 0.366'4.366'4.630" 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" � (aaonD )R DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. soG SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 (MAX) HORIZONTAL FLANGE OF TOP/BbTTOM TRACKS. OR(LevEns )R 4 5 SHH O ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL NTAL SECTION ````� �R...1.... ��� Igla¢FLORIDA CODE(High do Non High Velocity Hurricone Zone) C ®zo,s19TE00INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A END INSTALLATION DETAILS INTO CONCRETE, '• No.44167 ': CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. °"t,A°TE15 O DLLR rF5TIN0 a[ENOINEERMG COYPAHY ACE AO T wES7 PAW aF- L S ISM-60-071 15-014 ��� � ..•,`'4.�\`�\� e- DRAWING Ne EB-0006719 aolsam wr.hlfm9dluNn*mn `y WALTER A TL1Jf Jr.P.E. °"T ( TE FI..U.S 44167 MM v. SHEET 9 OF 13 [2*s 1'• NGL x 2'I ANGLE 0116!}OUT IIOUHT PER SECTOR 4,SHEET 6 A A (2)3/16'POP RU 1's I'K 1/e EACH LEG OF}'s Y ANGLE LLT.W1Y FALSE ..Nm ANGLE AWAY FROM OPEWN,G ? ti (AS SHOWN)OR TOWARDS O OPERNC, NO ANCHORS pEWOtED TO HS s nv 19 BUILD-OW MOUNT PER SECTION 4,SHEET B (2)]Ate'POP RNEM EACH LEG OF 2*4* ANGLE ACTERHATE WAL EXTERIOR ELEVATION AF1�51SI SIMILAR AND AT PLAN VIEW A—A HEAD uWNf Fat oNE IIJ OF PRODUCT v lie 0— ®� OPTIONAL SIDE AN 3/{' 1I%- \`1 (FOR SECTION 4.SHEET 6) 6 T0OR 3/1Y POP V' �A,L SR/1 T ANGLLS 70P 0-1• . fOhLS PEAANCT TD BOTTOM OR TO WDLL(2 REOWRED) TUBE (2)1/4'/TAPCON/ Llt]'E-RE%ANCHORS M ANGLE TO SUB ® TAPCtlNS/CRL'IE-(iDt• END PIECES MAY BE RAT ANCHORS;O 16'OC. ENI OR L END 3/16'POP RNVS OR ExsnNG STRUCRSE 1/4•.3/4'TOTS 3 -�, •y O 12'O.C. 3 1/2'LBH. CORNER POST `` OF mNCTRTE ISOMETRIC SLAB END PIECES MAY BE FLAT (TTP.AT TOP AND 60Tiat SLABS) 19 END OR L END � TRAPPED END CORNER POST CONDITION W/ FLAT END HOWZONUL SECION FLORIDA BUILDING CODE(High& Non Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, ' �\GE SF` 0 201 rnTEm W- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRUM eO CONCRETE BLOCK & WOOD (AS APPLICABLE) = No.44167 _ *__ 1 L ECO/w�. fOLDING SHUNTER CORP. DATE TIWT IESiRNG&ENGINEERING COMPANY 7OI18 t�6TIEET PIAOE sisF NY.SflN>L SY aA e/aTNa tilAetlS R Glee TFf5T K.1 D-60BEACH,R 33{13 15-014 FTS/�p��y�' Ilvr•(imJDI-laa.F.<.(as¢sl-Lal PH:ttOO-Ee3-BSIt YF1L",.•:��e'Cl� a-mai:RneeeQaeLeam eN.fol6npdsAknc'^ LXtAMTNG Ik ®0006718 ` WALTER A TellT.k.P.E _ FI.OTOM UC./44167 SLEET 8l/N 1] .:e . 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BOTTOM SECTION 0.320'OD.ANO 0.245'id (sI�NOTE•) OU YW� �.) o is'O.C. 1 SNPA� S M N-SEPARATION OH '•) I TO CUSS Or ®1 � CS57:F.SCHEDIRE � ON SHEET 13) MIN,SEPARATION / or f .Zfl N.SEPARNTON ' TO GLASS n EEE���,,,���,� TO GLASS ' (SEE SCHEDULE (SEE SCETT]13) ON SHEET 13) 1 or ON SHEET 13) T or ® t .. �f W ALTERNATE 3/18'ALUM ALTERNATE LEG I� ! orPOP RrvErs ? ALTERNATE LEG AT REAR. O 5'O.C. '__� f_,T`_y- �LOCATWN „q,. (PHONAL PANUCT GUARD LOCATION t I�LL J1 II j CSE£NOTE') (NON-S11tUCTIJRAL) 11 (SEE NOTE•) I I` _�I •� ALTERNATE 3/16'ALU pop RNEES, �i 7 I I7 AT REAR. O s•O.C- WOOD FLA7EL 4__ '---`T t� 43/� REO'D. III n 93/16'ALUM,POP RIVETS10'O.C.BOTH SIOES6`NEM.POP INET" O t0'OR.BOTH SIDES g G• DECK MRBQUIR . 2".4'EDNY- /4'f x S/4'PERS SCREW (NO FINISH ALLOWED) 1/4Y x 3/4'TEKS SCREW WOODT 0. ({ I QR T/4'z 3/4'BOLTS W/NUTS W/5/6'WASHER OR ,11 ` &5/0'WAST#FR O 6'O,C, _ - 1/47 z 3/4'BOLTS W/NUTS& 1 00llQHON D6 i I 5/8'WASHER O 4-U.C. CONNECTION C4 C3 ANL FINISH .N. WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION, TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (.BOTTOM) SECTION 7W `�`LLtiriu11UR(G,W jA A NWE LEG LOCATION AND ANCHORAGE TO WAIL SHOWN DOTTED y�� ER A•r�j AAii�w FLORIDA BUILDING CODE(High&Non High Yetxity Hurricanes Zone) w'+.�•:'•l`CF�s•, v�i 02015 t7UE00 W. TITAN it FOLDING IMPACT PROTECTIVE SYSTEM Q%AAN Be F AGJYL INSTALLATIONS DETAILS INTO WOOD : � c3�L WING CORP.�N.T.S. ■ —vscALE aJwTQt/c f5 TTttiT?E4DNo d ENGINEERING COMPANY 7084 HEMSTRW PLACE t esa.0.3m.w s.aos vxw a.Pa R�IMI WEST FNM�Aat R sut3 15-014 vx.r.:(]a3pT-Ntllo.rn.ImsMn-sass PIE 1000-64J-&7y1 ` �•, >ct ' (}R I d .� moa:UTle 1Anm � F p`.:'f4 i_ Es-0006719snG --T cros4sMxsera.ca+s OwtxntA K. MDA U..1IIUJT 4416 v xwrnw nux SHEET it OF 73 FIIIIIII\ MIN.SEPARATON yr 1 GLASS 9 d (SEE SCHEDULE-- ' CLASS �N or ®t y ON SHEET 17) M (SEE SCHEID or ® �. . 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SPECIFIC DENSITY OF 0.46 OR EQUAL _ WNL FINISH T (3)5/16-o LAG 2• 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN or®T o a SCREWS W/2 1/2•uIH. wN.ED._ PRESSURE RATING& SPANS "�' I 1'x 4"x 1/8- c PFNEIRATION AT MDWOD1 6063-76 CONT. (27 OF RwrE R/RN556 Wp '�i' ALUMINUM TUBE 1/4"x4'(6083-T6)FLIT OOSTING 2X WOOD 2•x4•MDL WOOD PUW/1/4.0 xi•TEK TRUSSES OR RAFTER o SCREWS O 6.O.C.IN AT 24'O.G MAX. STUDS a 18'D.C.TE ll I c 1BETWEEN TRUSSES OR PLATE W/f/4-0 x1`lIX (2)1/4`0 TAPCON OR I/4Y CRETE-ETD( SCREWS O 4.O.C.IN 8 BETWEEN TRUSSES NRS LAG OR E14 NDS W000 SCREWS E.A.OR D W/ EDGE(IF APPLICABLE) NOS 2' SCREWS AT D PENETRATION OF F I SND OD 2 1/2•w2 THREADED PENE7RA110N DRfD WOOD � (2) � 1/4'MAY PLYWOOD EXISTING SOMI SND SCSCREW OR 1/4'-20 x 3/4" E �-/10x3.5.5.S.M.S.W/1/2'0 x3/4•LONG SS BR 0 W/NUTS& O.B55"0(TW.) NYLON BUSHINGS(Typ.TOP)AND 1•LONG T/a•0 x 3/4•TER WASHrs ER a s`O.C. I 8 „�. )8077011).EXCEPT AT ROLLER HIXISPRG SCREW O 6"O.C. ffo x 3•Ss.S.Ms.W/ MOUNT TO WOOD -STUDS' MOUNTING INSTALLATION 0.373'LONG NYLON TNG Top W/ION oz I INSTALLATIONS DETAILS SECTION . 14W (BOTTOM) 0,150- LONG TOP SECTION 0.50(1' _ 0.183"x0270' D.D.AND 0.245'R.6.AND x0 om* '� IMAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF 0TION Z20ONG BM.N MDL GLASS SEPARATION WETHER , ; INTO WOOD A\\1wIII III/l//, SECIIONO2o0 X20 LA�.AND TD CHAD WEATHER I rn `�\N, A•.'''� ,iih FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) (SIE SCHEDULE STRIP MG EA SCALE N.T.S. ON SHIT 13) SIDE(TED.) °f®T ``Q\' ''CEN Jp�% m 2015 T1LTEDO TNG TITAN If FOLDING IMPACT PROTECTIVE SYSTEM AG.ALL: FOLDING SHUTTER CORP. w/1D/Ls ���///.y - OITE HEADER TO TRUSS MOUNTING INSTALLATION =,1 �/�J r� ;*� D117i TESTING&ENGINEERING COMPANY WEST �iLI3M17 //j_V If J nm X�.ane.si.sr m waaA urmoll n aRaa 15-014 SECTION 8W (TOP) off; FATE OF �- -Lil1 ;I DAAWINGNo MAX. AS.D. DESIGN PRESSURE RATING +60.0, -60.0 PS WALTER® T714,P.E. '�/p_ ` RCFM A Lk f 44167 M•I• s SHEET 12 Or Is • �/ .f/�flIIIIIIIII\ CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE MAXIMUM WIND PRESSURE_(c.s.f.) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND .CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE& CONCRETE BLOCK SLATS SPANS SCHEDULE, FOR MIN_ EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2' FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE a MAaMN%=SPANS A NAIL AljwN CONCRETE CONCRETE BLOCK STEEL WOOD I'R6SINE NEON CON. ANCHOR ANCHOR ANCHOR CONCRETE CONCRETE BLOCK Fosn�E NEfANE ATOP ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR (*�-1 Plus PRE39 aE r firnrol TYPE SPACING E TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 4N 0.-I A B (�' Cb• A C E A C F 30 psf 144.0' 144' 180 Ib ft '( A B C A C 60.0' 60" 8B Wit 9 425 LB/FT - /FT 157 LB/FT. 134 LB/FT 256 LB/FT 397 LB/FT 9 71-7-LB/Fr - 388 LB FT - 134 LB FT 35 psf 100.0" 100" 146 Ib ft Cl 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT Cl 6 461 UB/FT - 418 LB FT - 202 UB/Fr 144' 144' 210 Ib'ft 12 387 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 UB FT 3147 LB FT _ 60.0' 60' 100 Ib/ft C2 g 456 LB FT - 362 LB FT 250 LB FF 190 LB FT 318 LB FT 380 UB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0' 100" 167 lb/ft .6 525 LB/FT - 419 LB/FT 312 LB/FT 265 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/Fi - 362 LB/FT - 190 LB/FT 144' 144'. 240 lb/ft 9 390 LB/Fi - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/FT - 409 LB/FT 285 LB/FT 60.0' 60.0" 115 Ib/ft 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0' 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 psi 97.0' 97.0' 187 Ib ft 3 .813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 3 760 U3 - 572 LB/FT - 304 LB/FT 115.0' 115.0'. 221 Ib/ft 9 466 LB/FT - 370 LB/FT 157 CB/FT 134 LB/FT 256 LB/FT 393 LB/FT g 445 LB/FT, - 370 LB/FT 134 LB/FT 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/Ff 202 LB/FT 357 LB/FT 4B3 LB/FT 60.0' 60.0' 125 Ib ft 3 972 LB FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0' 89.0' 187 Ib ft __--9 281 LB/FT - 224 LB FT_ 81 LB/FT 83 LB/FT 143 LB/hT 103 I.B/Fi 3 902 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 700.0' 100.0" -208 Ib ft - 9 226'LB/FT - 224 LB/FT - 83 LB/FT 120.0" 120.0' 250 Ib R CS h° •6 ) 421 LB/FT - 3349fL8F/,Q, 122 LB/FT 125 LB/FT 214 UB/FT 155 LB/FT 05 6 339 LB/FT - 334 UB/FT - 125 LB/FT 144" 140' 300 Ib ft '3' 843 LB/FT - 7670h 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0" 60.0" 136 Ib ft -9-- 273 LB/FT 325 LB Fr._215-LB Ff - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 215 1B/FT - 81.0" 81.0" 187 Ib 1t C6 ±'y?6a g' 410 lB/Ff 487 LB/Fiy 323 iLbB/FT - - 207 LB/FT 153 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 55 psf 100.0' 100.0' 229'Ib/ft 37 _- 822 LB/FT 975 LB/FT'- - - 414 LB/FT 307 LB/FT - - 120.0' 120.0• 275 Ib ft 4 269 LB/FT, 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/Fi 3 663 LB F] 756 LB/FT 646 LB/FT 137' 134' 330 Ib ft C7 3 358 LB/Fi 402 LB/FT 244 IB/ET - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 1B/FT - 60.0' 60.0' 150 Ib/ft 3 310 LB/FT 315 LB/FT 244 LB/FT - - 80.0' 80.0' 200 ID ft 2 - - - - 305 LB/FT 12 388 LB/FT 450 LB/FT 409 LB/FT - - 60 psf 100.0' 100.0' 250'Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FT 691 LB/Fi 614 LB/FT - - I15.0" 115.0" 288 Ib it C8 8 736 LB/FT 694 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/F( 6 1777 LB/FT 921 LB/FT 819 LB/FT - - 131' 128" 346 Ib ft 1 6 982 LB/FT 1194 LB/FT I 819 LB/FT I 530•LB/FT 336 LB/FT _ 59.0' 59.0' 160 Ib ft =65 psf 100.0, 271 Ib R�41 I MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2-ON SHEET 1 y 60.0' 60.D' 775 Ib R ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 100.0' 292 Ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL ICANE ZONE O 121' 118' 374 Ib ft SPAN HURRICANE ZONE HURR 59.0' 59.0' 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4'0 TAPCON W/ ADVANCED 3.50' 2.50' 0 N/A 4.00" 4.00' N/A N/A THREAOFORM TECHNOLOGY 75 psf 100.0' 100.0' 313 Ib ft 5•_10" 2 1/2' 117' 114' 387 Ib/ft AS LESS 1" 2 5/8" B 1/4. 0 x 3/4' SCUD SET 3.50' 3.50' N/A N/A 3.00" 3.00" N/A N/A' 80 Psf 113" 111' 400 Ib ft 90 PSI 107' 104' 424 Ib R >5'-10" 2 5/8"+ 1• 2 3/4•.I. -.-,.e� 1/4' 0 CRETE-FLOE 3.00" 3.00" 0 N/A 3.00• 3.00" N/A N/A 100 psf 101' 99" 447 Ib ft TO 8'-3 .p 110 psf 94' 90" 468 Ib ft 1/4" 0 TTW-BUILDEX 120 psf 87" 82' 484 Ib ff >8•_3• E N/A N/A N/A 1.00' N/A N/A N/A 2.00' ft 130 psf 80" 76' 483 Ib TO 12'-0" 3 1/2" 1 3 5/8" TEK SCREWS 140 psf 74" 70' 484 lb/11 F 114 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00' N/A 150 psf 69' 66' 483 lb/ft 1 4" NOS LAG SCREWS 150 psf 65' 62" 483 Ib ft AS DEFINED 3 ASTM SHALLE-199STANDARD. \\\\\\\N to ITk "'I", FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) A N=- } EXCEPT THAT 3 5/8' SHALL BE USED ` Q �.�' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ®2015 TILTEDO NC. DRAM.ft L L+:IIAXIWY ALLOWABLE PRODUCE SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ���;-�\G ENS'F•-. .�/ua.• ERVEN POSITT<AS.D DESIGN PRESSURE RATNG. A, 4A& 7A. L-:IW.ALLOWABLE PRODUCE SPAN FOR A FOLDING SHUTTER CORP. 03 SAME GIVEN NEGATIVE A.S.D.DESIGN PRESSURE - ,,��ss °"� RATING. S *' f/ TICCIT TESTING R ENGINEERING COMPANY WEST P NE36I�ET�X73 FlNAL MAxINUM ALLOWABLE PRODUCT SPAN IS %-0;a S 7G OF ;G;z •�N�. .R 9.>�. Na 15-014 EQUAL TO THE NMI IMUM DETERMINED PRODUCE $ nd.•.9J8)B/l-tam.rm,(xapn-IS71 Pit 1&wh-v-B31t SPAN eETnrfn t+•AND ti ,<:••. COR19P•���.•� -IPoi:�tODD6OagoLmm a�m"wu,Ad.�«I• Gatwlxc Nn WALTER A.1411E Jr.PE ' �6 FLlxa11A Ila 0"167 MM R SHEEE 13 OF 13 1 '