Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 Businesst Professional Rogulation Flolida Depalt wtof BCIS Home. I Log In i User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications FBC Staff I BCIS Site Map Links I Search BuS�lleS Product Approval Professi I USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R1 Application Type Revision -E C -;'q. , Code Version 2014 �'Cep'�^ ." C4,3 ' Application Status Approved JUL 13 n f Comments PER[r1ITTjNG Archived ❑ St. Lucie County, FL 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. 10 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/l/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method I 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 Il FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 0 14,od 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 RI AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.r)d f Created by Independent Third Party:Yes Back Next contact us::1940 North M!21]Lqe Stoget.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 bg_rg_. Product Approval Accepts; https://floridabuilding.orgl/-.,r/p _apIp— dtl.aspx?param--wGEVXQwtDqv2aBQp-r'-TI-PQQe6rlZ... 7/1/2015 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-0.46 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(FMIZ)AND OUT OF THEM(NHVH Z). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY RW/BUILDING, INC&ELCO CONSTRUCTION PRODUCTS.RESPECTIVELY,OR f 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(moo&1609(NRAM OF THE ABOVE MENTIONED CODE• FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTIOWJ9Y FACTOR 110I1S1 Kd-095•USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ADM OOWDITICK ULTDMIE DOM Mm LOADS OEFE1011IIED PER ASCE 7-10.SHALL BE F%T C.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 014 NDS WOOD SCREWS OR REDUCED 10 A.S.D.DESIGN WIND LOADS BT MULTIPLYING THEM BY 0.6 IN ORDER TO OWARE THESE W/MAX(A.S.D.) 1/4"0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Ci THRU C4 AND C6 THRU C8 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.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN MINIMUM EDGE DISTANCE OF,1/4'0 TAPCON OR 1/4'•CRETE-FLEX OR f14 NOS WOOD SCREWS OR 1/4'0 NDS ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR ANALYSIS.A DURATION FACTOR CD a 4.60 WAS USED FOR VERIFICATION ) LAG SCREWS INTO WOOD SHALT.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 DUSTING SECTIONS 1626&1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TEsnNG, INC. WAU,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.ET.I.). HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALT.BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1616& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. iZ GAGE FY-33 KSI(MIN.)MATERIAL FLORIDA BUILDING CODE 2. STAINLESS STET.SHEET METAL SCREWS USED AT SLATS(D&®SRWL BE f 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 W YIELD -1/4'0 RW BUILOEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH&187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS HOES., MANUFACTURED BY WH.ITFORD Cc,BOX 507.WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SRW1 BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF TTW BUILDER TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.9 1,91. 4,AlL SCREWS TO 13E STAINLESS STEEL 304 OR 316 SERIES W/50 kei YIELD STAENGDN AND 90 ksi T[N51LE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR j CORROSION RESISTANT COATED CARBON STEEL rfW/BUILDER TFK 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 B.B 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 SHURER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AI51 304 OR 316 SERIES STAINLESS STERN WITH 35 lost MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. S.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE 6.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) TO EXISTING POURED CONCRETE: 10.PRODUWITH SECTION 1710.8.3 OF'THEFLORIDALO BUILDINSHALL BE G CODE ONE LABEL SHALL A READILY VISIBLE LOCATION AT PRODUCT PLACED FOR EVERY ACCORDANCE - 1/4'0 TAPCON O D SEr,:AS THREADFORM TECHNOLOGY, S MANUFACTURED BY I.T.W.Bf'c--w,INC.TO MIN.f'c=3192 psi. LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE - 1/4'0 x 3/4'SOLID SIT,AS DISTRIBUTED EK ALL POINT SOLID SET ANCHORS TO NM.fr--3000 psi. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f-=3350 p®. 11. FOLDING IMPACT PROTECTIVE SYSIDk•S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES., BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPUm TO. At) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLET 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(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 I-IFE SAFETY OF THIS NO-SOLD HT INTO STUCCO LL 13 E PERMITTED. 1/4 0-20) I SCREWS USED SHALL BEI 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG EMBEDMINIMUMENT SHOULD STUCCO ALLDOSB CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUIY. A3) IN CASE THAT PRECAST STONE•PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IMTAUD IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE (D) SITE SPECIFIC GIN PROJECTS SHALL BE PREPARED BY A PROJECT REGISTERED ENGINEER OR.ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) M DUSTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE RED. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDOX,INC. (E) THIS P.E.D.SHALL BEM THE DATE AND ORIGINAL S61-AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLID SET•AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED tr. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TIOiES THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.) SHALL BE AS PER SHEET 13. ``VVVV��R IA`LT/�YYA�A/i� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) B2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87N INTHE CONCRETE BLOCK UNIT.NO .... . 4,4 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS SCREWS USED SHALL BE 1 1/2'LONG ; v 4 �^ 02015 TXTECO INC DRAWN 9Y. MINIMUM SHOULD STUCCO EXIST AND 1"MINIMUM FOR WALLS WITH NO STUCCO- ��CENSF•.•� y TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.0-ALL 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WAX, = r FOLDING SHUTTER CORP. ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE * - ' E G O I N C. DATE SHWA BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. = 3 , .p: 1 mur TESTING R IiNGINEERiNG COMPANY � T� (/IR (/{ B.IDO Kt�Y.S.Sa�.Nl�l\6IIWIS fl.]]IEA 'MIT P'uM ffAOA FL X7415 15-014 9• -" : t�, �-15x1.ry,IEEE)el1-191 PN:1800-ea-6771 @P -rtwR 1RtecoOaE com -Jdavm 0a5avm DRAWING No V WALTER TI1Jr1 A Jr.P.E.ASI'//YY , TE I'LomaA Lk./44167 W,y1E a� SHEET 1 OT 13 .x896• .B,B• 291J- 2800• d$ � .om• b o rwM• � � yet SLAT —T6 OY ® SLAT WINDOW_ ©L—END FLAT END "° © EXTERIOR CENTERPIECE (TO BE FOALCR INSTALLATIONS 6063—T6 ALLOY 6063-75 ALLOY 6063—T5 ALLOY AfAY INCLUDE PERFORATIONS AS PER (70 BE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIEC --- 6163—T6 ALLOY DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6063-76 ALLOY SEE COMPONENTS 20.21 &22 ON SHEET J.) 2686• 1-964'g1� — 2718- 2.012• 263Y o S'J20' QG. /AeY .Qr .120' ,800' ^ it .0[0• .ow .061' A90 ^J 8 xv g � � .�• 3 .per• — ry K — IA67- AAS• — .Oer' ,062• (M6[J �. ,g'/!' .447• S o 2713• &W .x7rs• z3]r '� 2]16• w Q 2" MAX. B.O. © �� ,y,�L'R ® CEILING HEADER ® BOTTOM SILL 'TRACK ® BOTTOM TRACK ADAPTER 6063—T5 ALLOY ILLfHEAD. TRACK 6063—T5 ALLOY 6063-76 ALLOY 6063—T6 ALLOY 6063-76 ALLOY 26.98 FQ t2 .998' COMPONENT a b ti t2 a• Q 2" 5'MAX. 0.125• 0.125• .ase' � - N S ' $ .mr• _ i6 2' 4'MAX. 0.25• 0.25• _ 2•MAX. 0.062' 0.062 S AMB ® RAIN HOOD ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD HI•UMWUM 6063—T5 ALLOY 6063—T6 ALLOY 6063—T6 ALLOY 6063—T6 ALLOY COMP0NEN TS �6 d 0. = 1 tl FLORIDA BUILDING CODE(High 6f Non High Velocity Hurricane Zone) Ae2•— `�� .••••••••., ✓,9��� 02015 TLTECO,NC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR w A73•, a�Q-;•��GENSF , A.O./M.1. 3/8"0-16 ACETAL �7�� ��7 2666 iL E C O�p�. Fat.M SHUMR CORP. °"DATE16 © ® LOCKING TVUES TILUT TESnNO Q ENGINEERMO COMPANY THL�LfBSCREWS AT CENTERPIECE ® CORNER POST =* �� ;: 6>y nI.>�S 4aJC6 w— auwl iLAStm WMT P"D�,� is-oia FOR n& �„.., >�-,� ,m�J,-666, Pit, e43�, 6:tl—0-1— —faar7, 9a„ DRAWING Nu 6063—T6 ALLOY 6063—T6 ALLOY 'A•'• P �:� WALTER A. Jr.P.E MON. 28 1/2'LONG '�i�i 9pIATl� FLOMM U./44167 1 1 1 mm 2 of 13 pn \\ • -/flllllllllllllll\ ' uMK { (3)ROWS or ' m"TM .%ATT mve a 1/4'0 HOLES tow O FA ACED r--- --7 000 R ; ! Z-CUP EACH SIDE TABLE 1: SOURCES FOR®& i 000 i DlREC1AONS. i i x 3 ; OF WAIDOW(SEE TAME 1) tAp7bAS SLATS 0OO ; scars ' ; 1'""r°O ; tYPA:u FR�ERnEs SrANawD BAYER 5480 ANOVADYs KNucxLE 000 KNUCKLE R my/saavm PwASIAC N ftp) 000 l>r1'J i i 20 "Camm(w sr LEW 1aT Raze 000 ' I —_j U/EWtNo SPECIFIC GRAVITY AS1U D792 D.043 Orin 0.013 Ib/In L000 -- J "vow 0 -'0 i a s TENSILE YIELD STRENGTH ASTM DSS 9A00 p.sL 9,%0 p e.I. FLEXIAM STRENGTH AT YIELD ASM 0750 12,500 p.sl 13.400 p.at FLEXURAL MODUWS ASM D790 34p,000;,CIL 345.000 paL OZ { i 203o ' s x ppcA uv .SNAP-&L 00 jyp y CUP TOP/DOTrOM OF WINDOW NOTCHED ROD ASTM 0256 16 FT-Ib/tn 17 Ff-Ib/In o 1 i 1 (SEE TART£2) EHfE eNRYaOEC - �Z i SN01(E DENSITY ASNA D2B43 47.2R 64.5 X MAX PRG OF BURNING ASTM 0635 C-1 CLASS C_1 CLASS 1 A SELF IGNITION ASTM DI920 1040 T 980'F 4 h ; sLAr WMDow Ei�ij ; S[Ar W7NOOW aOBO"1HOCK ASTM 8155 Uz i US i FOLYCARBONATE WM0 TENSILE STRERMH AFTER WEATHER110 ASM M 9302 peJ. 8840 psL WINDOW(sE£TABLE}) TENSILE STRESS BEFORE WEATITERING ASM 838 6461 p.at. 1!880 ps2 F`m , 1.� i S + -MAX.(2)WINDOAS ANY BE IN ONE SLAT SPACED 7 i MAX A MlNLUUM OF 24'APART, W1H 12'AM FROM N Hy i FIJDS OF SLAT 70P&BOTTOM -y�sur MUsr CIE INSIAU.n AaMCENr TABLE 2: SOURCES FOR i �AvppM = TO TERPIECES 4 OR©,NOR AT CORNERS OF PRODUCT. SrAAEIeRD AGtSOE1P 7DLY COUPA/Vi 1 000 i T"WAL PROPSUAEs REFERENCE BtACK AMOK PART i 000 -- ---i 0W� t 2as1s4ie 0000 ; ; ELETAQ) Fc (PS 000 i i i 20 PHYSICALa SlArS ; 000 i SLATS , SPECIFIC CRA41n ASM 0792 0.042 Ib/at• N ICNIIcK 000 KN l9EWONG MECHAN�. .. CIYPJ 0000 1 (rn') } F WINDOW EY . 8b 7fT1'�,:LlE YIELD STRENGTH ASM DOM11,500 P.J. OOO ; (J)ROWS'OF ; ; as Jd 1, asap' am' FLEXURAL.SIRENCM AT YIELD ASM D790 15.(700 Pak O O ' Q AC MODUlAM aS ASD790 450,000 psi. q o 64.; EA SPACED � L---- _-� WIALD i —Lwi r/8 ° NOTCm ROD ASTY 0256 0.6 FT-IbM8M roATBp1TW1 , EDGE TIERMAL PROEM TJBATDDYIW COEFFlCIENT OF THERMAL.EXPANSION ASM D696 55■10 in/6,=F ////r��^^����} ,x}� �EL� y�r �firs Ft.AFOAAsfUtt tOL 1E4 V-2 ,Z1 �F—C TGG/ S-RA " Elf li CL/r uELT Nc 7EHPERATURE AS1A1 D34BB `00'F B£USED AS""OPTION FOR ALC M15 AL ARONS SUT WWONT .,+��_H'yATION \\�� UXOE7r:LARGE ARSSR&MAY INCLUDE PERFORATIONS AS PER MIS N -MAX.(2)WINDOWS AMY!3E IN ONE SLAJ SPRCETO TYPICAL (1A) SLAT WINDOW DETAILS 66N. 24-APART("LK EVERY 10 SEATS). VIEWING WINDOW & (ft _0) CLIPS TYPICAL ALTERNATE PERFORATED {SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION ,(LARGE MISSILE IMPACT) {ti %!A FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) '.• 02815 TTLTSO w¢ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OWN IN. FOLDING SHUTTER CORP. ECO �1D„5 ' 1 M C. a1TC TTLUR TTSBNG a ENGINEERMO COMPANY '71889 NEMSTRE[flM£ PALM BOA CR.rr,xaw sx,m.3W.,wa,W 8/VLLIfILC,R atm EST CR.FL 3 331 15-014 ATE RF 'y� W c ,Wit..C..L.�pnP,L-,sa, .:::cda�wa�L@'e 'a 7�a1 D"wm M. '4'•. ED-000671 I WALTER A TiL1JT Jr.P.C. FLORIDA Uc.!4167 a SHEET a OF 13 AJy<xuN Al.TWA” 1 2 3 4 4A 5 6 7 B 6 , ��. ® ®+ 13 A 2 orO3 W/ Q3 ,16 , 1� aR 19 4 C� W a zo USE (2) AT 30' 1 rj♦ 2 ♦ NOTES ON @& LOCKING TUBES®AT Q&Q_ O.C. FOR PANS J UP TO 99' n 1.TWO(2)@5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER o USE(3)( AT 30'O.C. SPANS SPACED AT 30" O.G. AT MIDSPAN. COMPONENT MAY BE INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES In FORLARGER 99' UPPTTOO144" 4OORSO. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBES SHA ALWAYS BE USED TOP &BOTTOM AT u oD. PRODUCTS CENTERPIECES 4 OR5 AT ALL INSTALLATIONS. LOCKING TURES 0 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET B. OR 18 (2 1 t 1 SEE UMRATIONs FOR®ON SHEET 2 1 1 SEE END CONNECTION DETAILS ON SHEET 9 NC FULL HEIGHT,FOR 6 , O, O+ 13 , O+ 1 s ,®+ , CONCRETE, CONCRETE BLOCK OR WOOD INSTALLATIONS. _ 9� O O O O O O + 10 9 + 10 + 13 9 + 11 NUMII`M WIDTH . TYPICAL. ELEVATION-4 N. T. S. 4• NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 OR SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS IW & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ``\ p` ��T4i � fGQ�.„ ,. ✓ i� FLORIDA BURRING CODE(High & Non High Velocity Hurricane Zona) SEE SECTIONS 7AW, 711W, BW & 14W ON SHEET 12. ' F (0 2015 ru¢o INc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° 4167 o3i,D„5 IL E C O�Nc. FOLDING SHUTTER CORP. are TIUJT TESTING ENGINEERING COtlPAN7 7M HO6fNEET PUKE MT PAW BECK R 3x1315-014 r”,: ,-,m, Px leo°-ea•-nn, DW90 No rtpEB0 ( w 006719`� avin: 's .4 WALTER A"U""P.E. NARIDA U¢/A4,67 OF U POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL OOHiDCTId! 0.060•THICK S.S. OPTIONAL RAIN HOOD (N H-S�CIUPAQ REOURRED. TRIM(DECDPATWE HEAD) (SEE SHEET 13) ROLLER HOUSING (NON-STRUCRIRALJ j (T.�) 6 1.000' 2.500'.MIN um. ' AeN. . _6 % _ OPTIONAL,r---- RAIN HOOD -�-_-� ( 1� / (NON-STRUCTURAL) 110 x 3•SS.S.M.S.W/ 3/18•ALUM.POP RNETS, I 13 _ 0.373•LONG NYLON 3/18'ALIIM. O 18.O.C. I BUSHING W/A 0.15Q• CONT. POP RNETS, •Z / (2•x4•MAX.) 1 LONG TOP SECTION 0.500• 0.163•x0.270• O 18.O.C. g 1/4.0 IIW EMLDIX O.D.AND 0.245'Ld.AND X0.030• TAPCON W/AVM,= 0.223•LONG BOTTOM ULTRAFAB I YM.SEPARATOR THREADFORM 7E4RKK� 1 SECTION 0.3211 OD.AND *FATHER POURED CONCIitIE 7O GLASS OR 1/4.0 F1C0 0.245•Ld. STRIPPING EA OR CONCRETE BLOCK SEF SCHIEDULE ( Of 1 (T�) SIDE(TYP•) / Or �j WALL REW➢RED. ( �� C. 1 5/fREVP4-0 ORTiJ40 20'x1• OI SFIEET 13) I S.S.MS WITH NUT @ 134/118=- MIN. ®t 1�8 EMBEDMENT m 6•D.C. 1 or WASHER O 4.O.C. O 18'O.C. .8W I ®t POURED CONCRETE OR CONCRETE BLOCK SWALL REQUIRED. MINT N or / Of zd (SEE SCHEDULE— t 6 ®t ON SHEET 13) ..® _W I MM.SEPARATION s I TO GLASS SCHEDU POURED CONCRETE —(' LE OR CONCRETE Bi&x-7 q A No ON SHEET 13) WALL REWIRED. a� ^ 1 ®or (�� % 6 I s/CVi oR 11/4s-2oxr t 1 SS MS WITH NUT& •5 S I WASHER O 4'-O.C. 1/4•a RW BUILDEX II 110[3•SS.S.M.S.W/1/2.0 TAPODN Wl ADYMCED xI*LONG NYLON BUSHINGS TMREPDFORAI TECHNOLOGY I .IQ CQOMFJ:110M Cl (Typ.BOTT0IQ,AND 3/4• OR 1/4•P D.COIQ (SEE SHEET 13) / LONG(Typ.TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION GtF6lRUCTION T>rm°tllls 1 13 ROLLER HOUSING SECTION 2 (RETE-FLEX W/1 3/4• i (Z•x4'MAT(.) MIN.EMBEDMEW'O 6.O.C. WALL FACE MOUNTING INSTALLATIONX50 SECTION 1 1/2. SPACING A a. GROUTED BLOCK REQUIRED 1.000 2.500 MIN. (MM.f,--POURED2W GROUT) ORETE MIN. EDS EXISTING NON STRUCTURAL . j WALL TRIM(DECORA-M SILL) O 0 6 ANQIIXT SPACING STAGGERED. ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX.A.S.D.DESIGN PRESSURE RATING = +Bs.O, -90.0PSF & CONCRETE BLOCKai ��rAAi� FLORIDA BUILDING CODE(High &Non Wigh Velocity Hurricane Zone) SCALE:N.T.S. Q:,.•�;GE�SF•:✓.Pr's 02015 RTEDO INC' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM G�ro.B' it NOTE FOR COMBINATION OF_SECDONS: * E.D. = EDGE DISTANCE Z �J1OJ1$ 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SNllTTER CORP. DATE �IN ANY WAY TO SUR ANY INSTALLATION. _ '.a�f ��'� TIWT TESTING h ENGINEERING COMPANY VEST FL HEMSTREET 13 �O•• $ '(�"dr •(>; 0.1 NRvr'�M°( 1�- �<Ss�ni mt9tea PH:1600-ea�.n1 15-014 9�,•• • 4/ -Tool[IDtaroOanl.mm —fdcr S,*uttme.cpP DRAWING w t SEE LIMITATIONS FOR®ON SHETT 2 e ` w p AAtj�lµlajI I ^ may„ SR¢T 5 OF 13 • !lH11111 - ... .. i 1/4'0 x 3/4'ifKS SCREW OR T/4'x 3/4' POURED BOLTS W/NUTS&WASHER O 6.O.C. 0.060'TN"S.5- OR CONCREE BI,OIX WALL BOLTER HOUSING ; M>NTO p�ON ] "IN. AEOU RFD . OPTIONAL RAM HOOD I~-f3EE SCHEDULE (SEE SCHEDULE . f OMSIECTION C4 �• (RKIN-STRUCRIRAL) ] ON SHEEP 13) t or ON SHEET u) t or ED. 1/0x3'SS.SMS.W/t/2'a ALTEF84ATE 3116'ALUM. T ALTERNATE 3/16'AODM. ®t x3/4•LONG NYO1N BUSN67(:S POP FLIDE75 O PDP Rrms O 5'O.G ATP SIDT.TOP)AND i•LONO C61' AT REAR. ' BOT1ouj,EXCEPT'AT ROLLER i () )-- HOUSING(ITP.). ] R6550'b� 2 NYLON I -+..�� �- , .I nS a• aS ED ] rn- 3/16•ALUM.POP RIVETS ] zT 3/t8•ALU. POP R. TERKATE O 10'O.G 80tH S1�S .. It to. O.G DOTH SIDES xs LED&AN 3/16'ALAM.POP ... /10 x J'S.S.5375.W/ ORENTARON $ RNE75 O t&'v.C. Q' - Q• D.373'LONG NYLON Nr.0.163' - --1 so.. W1 A O.T50' ] MIN.SEPARATION 0.270"x0.030" MM.3j#'7'LiWOUD LONG TOP SECTION 0.500' MIN,3/4'PLYWOOD I AND 0.245'D.d.AND] 70 CLASS ULTRAFAB g REQUIRED S 1/2'MM. REQUIRED 0.223'LONG BOTTOM �f SCHEDULE STRIPPING EA 1 Or9 -FLEX WEATHER i/4'i TAPCOHS OR n SECDO 0245'LdD AND ON SHEET 131 SIDE(NP•) pr t8 ANCHORS 6' �;, 7/4'1}DRU BOLT W/ 'C..Y N �WASHERCH O WNUr O 10.O.G fDYP.) ij1SHER&NUT4-THRU T0 S'O.G g 11C0 TAPCONS OR 1 POURED CONCRETE OR CITE-FIEF ANCHORS 6'O.G 1 CONCRETE BLOCK WALL 21W OR 2454tj8• PoURED CONCRETE OR 54341 a 8063-76 CONT; ALTERNAE 3/iC AU1M. t � 8063-T6 COM.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP IdVEIS O 5.O-G ANGL£ REQUDRm AT jH' _STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING F5ECRON 5 INSTALLATION SECTION 6 - MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, ^68.0 PSF MAX.AS.O.DESIGN PRESSURE RATING= +66,0,-6f 0 PSF p Y, W •z `--'—� � � `� � �� 3116`ALUM,POP RIVETS O ]t�—iQN.SEPARATION s - 10'O.C-60TH SIDES 1 TO CLASS n (SIE SCHEDULE ] ON SHEEP 13) a ALTERNATE LEG -our a� W!lIF1AIOF1 C3 Q- Q' ] &ANCHOR ,47,C�'t j� {SEP SHEET 13) ALTEiNATc LEG ORIENTATION ' 1/4'0 x 3/4•TEKS SCREW W/ PO CONCRETE BLOCK OR 5/6•WASHER OR t j4' 314' ! _ CONCRETE BLOCK WALL REQ ®DCIS WASHER O d Y 4'O,C. 13 -OUT FACE MOUNTING INSTALLATION •Y - 8 SECTION 4 (SEE SHEET 13) UT EQ. EQ. 1/4'0 x 3/4'TEKS SCREW POURED CONCRETE OR &RS%4 WASHER BOOTS 0.F NUTS INSTALLATIONS DETAILS INTO CONCRETE CONCRETEBLOCKWALL REQUIRED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. ><111 jQN 4A (BOTTOMFLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) NOTE FOR COMOINATION OF S CRONR• ``A •"'• ✓ 02015 TiLTECO INC ``P � .� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Be . * E.D. EDGE Ot5'TAWCE �c•���•Svl� 1-MOUNTING SECTIONS CAN BE COMBINED {SEE SPECIFICATIONS ON SHEET 13} �ti= }�~� r/Y,n'D CORP. o3Jto/ts IN ANY WAY TO SUR ANY INSTALLATION. -'-i +'r)))++ I�LTE C 0 INT. FOLDING SHUTTER NARK DATE (T * TILLTT TESRNO&ENGINEERING COMPANY 7080 NEMSTRME NCE •'O' ST M �+= ss%xxt xe.a.a.sa WR<iW awsas. 3x166 WEST PAW 6EML IL 37413 15-014 1 SEE LIMITATIONS FOR®ON SHEET 2 C vw••r tmsDa>+-+sto-r�c imDOn-retr V t/eDo-6/3-tint ;�OCIti -mmTFS-0008Cod— m.r �+Uaa.arn ORAM00 No WALTER A.I MUT Jr.P.E. mas.,v bmx.� (•.H[P FLORIDA U.III 44167 ao.sm W.ype er SFCEf 6 OF 13 t�ttlHI111p1114 - .. _ - •WK ED. POL1RED CONCRETE CONNEITIM C5 REQ (SEE SHEET 13)UIRED . 0.060'TRICK S.S. ROLLER HOUSINGOPTIONAL RAIN HOOD re (NON-SIRIICTURAL) 10+3•S.S.S.N.S.W/1/2•r . (2)NYLON x3/4'LONG NYLON BUSHINGS ROLLERS 0.1155'0(TYP.) (Typ.TOP)AND 1•LONG(Typ. I 8 BOTTOM).EXCEPT AT ROLLER HOUSING(IYP.) #10 x 3'S.S.&MS.W/ 3/16'ALUM. 0.373'LANG NYLON I BU"G W/A 0.150' POP RIVETS• I LONG TOP samoN 0.500' O.D.AND 0.245'Ld.AND CONE.0,163'x0.270'.0.030' 0.223•LONG BOTTOM ULTRAFAS WEATHER SECTION D.320'OZ.MID STRIPPING FA SIDE(TYP.) 0.246'Ld. I I 1 Or z? Do, id NON.SEPARATION ®T .N ®T To ctAss r� (SEE SCHEDULE LRM. ON (y ON SHEET 13) `�' 70 GLASS _ (SEE SCHEDULE ( 1 or ' MIN.SEPARATION I ig5 a� ON SHEET IJ) ®T 1/a•r x 1'SEK SCREW OR TO GLASS ,q 1/40-z t.r ss.Ms W (SEE SCHEDULE y ON SHEET 13) } Or3 OPTIONAL RAIN GUARD NUT a WASHER O 4' I (NON-STRUCTUR/� I to ®T p ALTERNATE 3/16'ALUM, OF'RONPL RNN GUARD POP RIVETS O 6'0.0. RAL) AT REAR. 5, (NON-SiRUCN n < I ' ALTERNATE J/16'AWN. - ALT(RNAIE LEG o n 46 FOP(WETS O 5'O.C. C� n �73/16' WT1H n �'+ AT REKLF1 �j s ALUM.POP RUM - ANCHOR .`+ G7 n 9 O 10'O.C.BOTH SOTS _ - (SEE SHEET 13) 3/16'MM.POP RNETS r - - O 10'O.C.wm SIDES EDGEOF SLAB IF EDGE APPLICABLE � . POURED CONCRETE ONIECIION cc INEMENN/1, REQUIRED (SEE MELT 13) - 0 POURED CONCRETE REQUIRED. . POURED CONCRETE •MIN.ED. REQUIRED Edi •MIK E0. •MIN.ED, (SEE SHEET 13) •MIK EA. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM_ SECTION 7A SECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: NTS. + I3ft/p FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) `����•••,,....,,••..J '' 02015JUECOINa. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAxNeI: NOTE FOR GOMBINATON OF SPCRONS; * E.D. - EDGE DISTANCE yAQ; ENSF •, 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) z FOLDING SHUTTER CORP. Q3/1D/15 IN ANY WAY TO SUIT ANY INSTALLATION. _a_ '�_ I GCC 1 MC. DATE 2* � •�*= CE TTLUT TESTING a ENGINEERING COMPANY 7069 ROISTREET L 33 �,; ,(± eas NKA Om.vRr+a�amDls A,31I� WEST PRIM 6FiYCH.FL 33413 15-014 T SEE LIMITATIONS FOR®ON SHEEP 2 i A�•, .l'IHID LJf CV ` 1 1y0 ro d� 1101 PK 18w-su-6771 �� - it Nllnca0aa.eam .PH:10pNm3-6371 dMAN1NG No EH-0008'719 WALTER A TOL"J..P.E FLORIDA r roan.• o•a a:r Nsawrl ARIDA Lia/44167 •NMr SHEEP 7 OF13 • 'Pa1xaD cG+cTa,E on GRRNm CDNCRErE G"N1x. Q SPAN llld<PER SCHEDULE BLOCK vwt Rm." (�s omo (2)ROWS OF 1/4•0 TAKGNS X X IKDOS DTP.)=SGmAA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (a)+/a•.3/a•Toa sc�w --- - -------- ALLOWABLE TUBE REQ•D ANGLE NUMBER OF ANCHORS AT 2•D.C.LONGRIOP1VLY. O o o 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE 5yµ DIA TUBE PER SO E -- ----- TUBE PRODUCT 600-T8 ALLOY0 0 0 o SIZE TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM ma�`T �+ T.,.a/4•TEx screw SPAN e•nc- t!r TVP. TUBE TUBE TUBE r.4•a r.r a .4•a rte•s = 60' 106.0• 13 8 5Q1t/41 IFN0111 .2111/4•R LETRTINrj sE m MMxxE 1„ 2'x4"x1/8' 96' 85.0' 17 10 µGE ' 144" 69.0' 13 B 4 Hr 313•> 80 117.0" 17 10 LE Eo63-T.M1AL N.. } 4 1 //sr- 2'x4'x 1/4" 96' 110.0' 21 12 (SEE SCHEDULEN 1 d En OmJ 144" 91.0' 21 12 BPAN TUBE 80" 109.0" 17 10 SPAN TUBE MOUNTING D15TALLATION TYPICAL E VAnRpL(WHE AT TOP) 2"x5"x1/8" 96" 100.0' 21 12 SECTION X 144 81.0' 17 10 sltk:.xs SPAN TUBE a 11/2•Lxtt SO' 724.0' 21 12 PoumlRa +/1'++y 2'x6"x1/8' 96 114.0" 21 12 t Q 144" 93.0' 21 12 ®t y,p d y,3•« 7�[VAl1D ALSO FOR NIDHEIGF/T TUBE INSTALLATION ONLY WHEN THE SUMA710N OF THE r.a•«3•a•« SHOWN ON TABLE 1. 35.•x1/4i IENGx Q i 1/4 i+LTIGLH SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN _To so y y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHn 7 MAXIMUM I,3/4•TEx Soa o 0 0 G TUBE PRODUCT ALLOWABLE TUBE REQH ANGLE NUMBER OF ANCHORS i Ire•o.G ---- - --- SIZE SPAN SPAN LENGTH EA END PER END OF TUBE -- - 4' 3Z' • SPAN TUef PER SCHEDULE - ------- -- ------- ra11/%a111FNGN . amT zax IN[tE 60' 76.0' 13 12 (SEE (a)1/4•.3/4-ma saaEw 5PµWEE Pm StisnulE 2'x4'x1/8' 96' 60.0' 17 15 amo•uAi R 2'0.G IDNGRI®W1T. • J 144" 48.0' 13 12 (s>=salowq GmHicoNcRm (y wRs a 1/rr rAPouTs TYPICAL ELEVATION (TUBE AT BOTTOM) BO' 87.0' 21 18 BLOCK FAIL REMO= ANCIGa(IMP.)(SFE sGltmuA SPAN TUBE MOUNTING INSTALLATION N 2'x4'x1/4" s6" 79.0' 21 18 SECTION Y 144' 9WL .TA , SMTUBE LENaa 65.0' 21 18 (a) .3/4' a 1a• sn80' 77.0" 17 15 Al Y'D.C.IONCCUaN'LY. ipatN yTe ALUM. INCE OTT' NC 1/2•HTP. �� 1 ar (gE sG®uaT I Q 2"x5'x1/8" 96' 70.0' 21 18 O.IyJ w scHEDULLI t 144' 57.0' 17 15 B T � 80' 88.0' 21 18 �T A 2'x6•x1/B" 96" 81.0• 21 18 Z Z a 144' 66.0' 21 18 o 0 0 o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE -------------- OR GROUTED CONCRETE BLOCK WALL H}DOa•NAIL o LY o.G 0 0 Cl o o Cl (sEF SawLQ -------------- SCALE:N.T.S. TUBE-A PER SCHEDU� S�TUBE PER Te ALLOY C) O O O O O SCHEDULE MAX.A-S.D.DESIGN PRESSURE RATING-11720 PSF 3%,4- 1' 3i' 1/{• 4�_� e \\ GE FLORIDA BUILDING CODE (Nigh & Non High Velocity Hurricane Zone) (gEsameml) J Q'•''• GENS ��� ®201s nLTEm INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM pi o f = = 1 L E C O INc. FOLDING SHUTTER CORP. °'DATE 5 BLOCK YH fiFCUNFD SSa'Hx]•O'>31111/.• _!,�CONCREM No TWT TESTING e:ENGINEERING COMPANY WER PPAIy BPj,LK fL}ACE UENK IN a -70 ALUM.ANGLE �Q•-' �v NPw:. (a31�+"`-Ie�'io.NP`."�'4`pm P�i-•tei191m PH:1800-843-8371 15-014 (B)1/0 a 3/4•TOO 5ClW (SEE SLN TYPICAL ELEVATION (TUBE AT YIDNEIGNi� � �/ -mdu 1➢l4cooael.mm ..a./aNNpehuHmvaam ORAmNo N. R 2•G.C.mELalua3HMLY. STxaF_ E SPAN TUBE MOUNTING flSTALLATION +�� ORIDr.•''C�``'c` Wk,�,_�71Jr.RE Z t SEE UMRATIONs FOR ON SHEET 2 J/ ILCRIIN Lie./44187 eyA to �� sHw a or 13 �rI \ II 1/4•A x 1 3/4• HAL ED. TAPOaMs/CAEIE-FlD( m 9ID-7 Ex6NNa G"AS' ANCHORS a 18.O.C. 13) _= EDSf01C STRUCTURE HN.E.D. 3� 5758•CrYP.) D=NG (SEE SHEEP 13) Damm smucn RE 1 ST OMM 31Wd'RIWADEO H Q 1/4•x.[1 3/4• 3/18•POP RNETS OR O CFNTF3Rff.LE' �5 TIFCGIS/cFEIE-rTFX / 1 \ 1/4 a:c3/4•TEKS o ) 15 1 1 ANCHORS o tB•oa � 1 ^ /I5 P Y METS 3 1 or 1�t °r t or t OR 1/41,3/4* I 1 i' w� TE16 0 11r o.d or I WALL FACE 18/ 9D.0' 9G.P 23 3 END CONDITION 90.P 90.P 3/,$' \3 / (�ovRExD1sT 1/4• P38 4 SH�N le•o.c DOR5 O/P4-HTVDEI(gS OOR (2) a 30'O.C.o EXTERIOR (SEE NOTE 1) (Z)©e 3C dC a WaSPAN iOR jj-99A. • ' AN a(J)U o o• o.S o ATI'EwH�uP \ HORIZONTAL SECTION 20 °ID 44 SPA�� 18 WREN MAY BE a�ND 's I \ HORRONTN.SEanoN SCREW UAY BE NSTADm (fEHfis DnEIMR) K[ERIOR GR DoMaA) OR�)) / INTERIOR OR DnEN F) /le•POP RNEIS 4 OR 5 2k`I 166 A DONT. 4 OR 5 UR t/+'x3/4' I 3TC NAY VARr AT LAST SW AT TRAPPED(NSFAIIAWWa 6057—Te AUDY AICLE 117(S O 18.O.C. ITAP(DR/CRETE-I= SHO .=ON/CRETE- SHO 3 t SEE UWATIONS FOR©ON SHEET 2 ANGIOS•18.O.C.To AKK7fOFCs o,a•o.e To EaSama smucTURE E)1SRN6 STRUCTURE _ DMNO STRUCTURE z1z1A/e•(DM. BUILD—OUT �• eOe3-Te ALLGt ANCE Ed Ed END CONDITION 3/16'MP RIVETS ON 1/4'Y 3/4 TEIG CR ElaSRNG SERUCTUIIE BoLls .END LOCK.ANGLE NT1415 o ii'Q "' END LOCK ANGlE HORGDONTTL SECTION H DRaMAL SECIIOt< NOTE-1 2•x z•x,/8'8083-Te ,/4 3/4•TEK CONT.KUYRIUI!BENT ANCE SCREWS AtfAC@D 1°°NE ONE LOCKING TUBE, PART# SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR cENTOPECE o B or_ 12). O 30.O.C.O INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A 1DSPfOR u ro 96• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TTP SHALL BE SQUARE, SPAN k(3)15 o 30- 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED O.C.o WOSP uP I. 144•SPAN(i7HUYB INTO TT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.10D" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW ANY BE 9MA,LED A 0.200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM MOOR OR MERIOR) OF THE TIP A SQUARE, 0.475'x0.475"x0.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE4 OR ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE � ' 18 SHOW1 (1)PIECE, 1.375" LONG, 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" (1 )R DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. so0 eA SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 1 (MAX) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVERS INTERIOR 4 OR5 OR DaMR) SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL pA�`���N 11TI��%f " H1aRQtINTN.SFl•RT1N •,.••"' c/ �i�� FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zane) am END INSTALLATION DETAILS INTO CONCRETE, _ _ ®zDts IUM INC. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM _ No.44157 CONCRETE BLOCK & WOOD (AS APPLICABLE) IL ECO LNC. FOLDING SHUTTER CORP. °"D;h15 i i1LEli TESTING h ENGINEERING COMPANY INEW P FL00 HELGfRW N4 saT Rr.Ten.a.s.N TFam CuaootA R seta 15-014 .ru.(.b5p11-153t PH: 837 1BOD-643- 1 �i�� �' ,....••,•�� — IL tlltaco09ol.cem _.lalmwluHemmm DRAMINO Xa 006719 WALTER A.F. 3f. FLOM lJ�S 441OF 13 2•,x•,1/6- � nwoaw ANGLE BULD-=MOUNT PER SECTION{.SHEET 6 A A (z)3/16•POP RIVETS ALUMBAW tXI µLED OF AI•,Y ANGLE LIG MAY FIVE AMY FROM OPENDIG d3 OOS P01'�.NO AN S mo IffOUBEDSTRUCTURE ^S 1 19 PER SM'DON 4.SHEET6 (x)3/16•POP W Yd.dr EACH LEG IOWIE AT EXTERIOR ELEVATION AND SILL SIMILARANDBOTHHSISIO ALTERNATE WALL Fs PLAN VIEW A—A MOUNT FOR ONE OF PRODUCT OR BOTH ANGLES OPTIONAL SIDE ANGLE (x)f 1/4•I,3/4' �;: `•®� (FDR SECTION 4,SHEET 6) TENSOR 7/16•POP 1 1/Y=1 1 2•a 1/e•,O'-z' . RIVETS PER ANGLE TO MN.ALM66 ANGLES TOP& TUBE BOTTOM OR TO WALL(Z IEWDIFD) (CIffiTE/-FLEC ANCHORS M ANGLE TO sue END PIECES Md LY BE FLAT ANLt10RS O 16.0.G i 1 00 END END OR L D ' 7/16'POP RNEIS OR DfSTING STRUCTURE ,/4 =3/v,oa 3 ..J Z 1/x IBR. CORNER'POST t. J 3 •..: ; �E OF coNclErE ISOMETRIC END PIECES MAY BE FIAT (TYP.AT MP AND 6OTIW 6TAf5) 1 9 n END'OR L END G TRAPPED END CORNER POST CONDITION W/ FLAT END HOAIIONTAL STMH FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, _- ���ENSF'.: ' ®zotBrniEcowc TITAN II FOLDING IMPACT PROTECTIVE SYSTEMAt-/bL CONCRETE BLOCK & WOOD (AS APPLICABLE) No.44167 *_ E C O�N�. D7/'D/'S FOLDING SHUTTER CORP. DATE TIWT TESTING&ENGINF]]LING COMPANY W -PALM In.&U13 5-014 5 A '- ? nm w...aan.tA.6h aa6•vnow O,anLF,n 7n.n 6 1 �✓y,/��p��y. F„=..,c+�lF+,-,Sao.Pw,(7mpT,-+v1 PH:180(F-60-8371G;Ft e-Pgl c..L— DPAWIN No ER-0006719 /•lA •, WALTER A.T1LLIT Jr.P.E. FLORIDA Lk.f 44167 'x° SHM 94 OF 13 iy} WALL BNISH OPTIONAL RAIN HOOD `��• (NON-STRUCTURAL) WALL FINISH .� a.o6o THnc ss /10gJ'SS.S.MS.W/1/2'�a3/4' CS OOCIIOM C2 LONC NYLON BUSHNITYP 1DP) HF AND 1'LONG ROLLER HOUSING AT ROLLER NOUS C OW.))•EXCEPT 0.060'ROCK S.S.ROLLER HOUSING OPTIONAL RAN HOOD (2)NYLON �� �'� (NON-STRUCTURAL) OXWO(M.) I e 2'x4'CONT.WOOD CONT. - 'HEADER REQ'D. I 010 a 3'S.S.SMS W/ 3/16'ALUM.POP 0.373'LONG NYLON RIVETS b O 1B'O.C. _ 13 BUST401C W/A 0.150' o comm LION C1 I LONG TOP SECTION 0.500' - 0.163'x0.270' O.D.AND 0245'I.d.AND x0.030' ULTRAFAB 0223'LONG BOTTOM WEATHER 1 of '•. o04 SEDTIGN 0.320"0.0.AND STRIPPING EA t c 3/16'ALUM.POP 0.245'Ld. SIDE(IVP.) RNETS,O TB'O.C. j' 1 MINT SSCP TION 2'x4' NE SEECOOT REQ'D. I MN.SFPARg10N CHER (SEE SCHEDULE I Of CS TO SHEET 1LE- 1 Of y ON SHEET 13) ®t 2x4'CONT.N100D I I t PLATE REQ'D. I WALL FACE MOUNTING INSTALLATION R" SECTION 2W (TOP) 0 commomm CI 1 WALL FlNISFI WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD '� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 21 y�Q'•,•���ENSF•,.: -,�� ®2015 mTEco ANGTITAN II FOLDING IMPACT PROTECTIVE SYSTEMCMWN BY.- NOTES• - NOTE FOR COMBINATION OF SECTIONS: = 03/10/15 I- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ •• - IL E C O tae. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T- UNITING SECTIONS CAN BE COMBINED = _ nwT TEsnHo R ENGINEERING COMPANY 7066 14Elrsll�f PI/+cE IN ANY WAY TO SUR ANY INSTALLATION. C3 wa ee.se,m M%vrtaau ewmo4 R 111a WEST PALM�.IfJL R 3]+13 1$-014 A'•, •'ACr; Plon.1 LD ;m-Asn.Fm.(3.M71-eo1 PH:I60D-M-6371 �O�'•,FC R1�P:'�� -®we�o 9.rom ....rwm�.n�. 1 DRAwR+e N. WALTER A RLLIT Jr.P.E. J ®@�},P1N'.E`�Gq RDiaM Lir- 44187 1~ Ww a�. SHE"10 01 13 1/4'0 x 3/4'TEK55 SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHEt O e'O.C. 4'x8'T(M'.)EXISTWG WOOD BEAM .' RE%IRE0.STRUCTURAL ADEOUACy OF EXISTING W000 BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITELT PRIOR ,Y'. WALL FINISH .0.050'THICK S.S. f SEE UMTTATIONS FOR®ON SHEET 2 70 PRODUCT INSTALLATION. ROLLER HOUSING 2•x4•COM. u . D HEADER OPTIONAL RAIN HOD NOTE FOR COMBINATION OF SECTIONS: Rewo. ED. ED• (NDN-STRUCRLRW 1- MOUNTING SECTIONS CAN BE COMBINED CommEcT06H C5— #100;S.S.S.M.S.W/1/2'0 x3/4' IN ANY WAY TO SUIT ANY INSTALLATION, LDNC NYLON.BUSHINGS(Typ.TOP) AND 1•LONG(Typ.BOTTOM).EXCEPT w A7 RORER HOUSING(TYP.) OPDONAL RANHOW d 17FDR (NON-STRUCTIOAL) WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO (2)NYLON '�',=,•. I RO BE HAVE A MIN.SPECIFIC DENSITYOF 0.46 OR EQUAL I I 8S5.0(TYP.) i it �i� 11 1 11 r "1 I I 3 18•AWN. 8 PUP RIVETS, /10 x 5 S.S.S.M.S.W/LONG T LONE NYLON 3 18 ALUM. ALTERNATE LEC O 18'O.C. BUSHING W/A 0250'LONG TOP SECTION ' POP!NETS, LOGTIDN COM. 0.500'O.D.AND 0.245'td.AND 0223'LONG O 18'O.C. I (SEE NOTE•) ,.183'h0.270'xo.030' BOTTOM SECTION 0.320')D.AND 0.245'I.d. MIN.SEPARATION SCHEDULE U.TRAFAB WFA7FER TO CLASS I ' STRIPPING EA.SOOE (SEE SCHEDULE •) i 1 or ®t ON SHEET 13) I 1 or®t In Wi MIN. ON TO GLASS I a x (SEWIN. TO(;LAM S SCHEDULE IP.�� + (SEE SCHEDULEyi "' I ON SHEET 13) or N u ON SHEET 13) 1 or Of® t ALTERNATE 3/I B'ALUM ALTERNATE LLC H OffiONAL RAIN GUAf81 I POP AR. O 5'O.C. I - SEE NOTE•L ON (NON-STRU IRAL1 r--r—iT{r_T- ALTERNAL��N AT REAR. i it Ll JJ II IL ALTERNATE 3/16' r--rrL J AWN. _1 I r_�'*- I f____� r-� 11 I it L*JII --- I I I I 11 POP RIVETS O 5.O.C. AT REAR 1 I 1 WOO1 F==$===11----- I i . 9 _I... 0 8 '^.�• 11 g REO'D. I I 11 .meq i o � 3/16'ALUM.POP RIVETS I 9 010,O.C.BOTH SmESO �0 3/16•ALUM.POP RIVETS S W O 10.O.C.801}1 SOFS W. 2x6'.MW.WOOD >40�or - EO 0. DECK REOURED g 2x4'CUNT• I ,y l/4'I x 3/4'TENS SCREW (NO FINISH ALLOWED) 1/4'0 a 3/4'1EC5 SCREE/ WOOD PATE I OR 1/4•a 3/4'BOLTS W/NUTS 1/5/It WASHER OR REG0. 1 &5/6'WASHER O 5'O.C. 0011ET.IION C8 1/4'z 3/4•BOLTS W/NUTS& 11 I OGIOEI:RQI C4 11 1 I "• S/8'WASHER O 4'O.C. 2•MN.ED. 2'MIN.ED. lI C3 t WALL FINISH WALL FINISH BUILD—OUT FACE. MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION AAW (BOTTOM) SECTION 7W SECTION AWnu((((y, A.Tl�AA'''�., FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) NQIE W -ALTERNATE LEG LOCATION AND ANCHORAGE 70 WALL SHOWN DOTTED .• `.SNS••,.T/�y= 02015 TILTEc0 Nc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 11* F INSTALLATIONS DETAILS INTO WOOD IL ECO�N�. FOLDING SHUTTER CORP. 03/wOE,S •* RLLR TESTING&ENGINEERING GOYPANY WEST PALM ADR,FL 33413 82 HEMSTREEr PLACE SCALE N.T.S. -p'.as•f aaa xv.xn�n,sr.aro,wcnl aN+mS sL 331ro 15-014 ••. '�` Ftr,.:Qmpr A.Fm:t]651ST7-1611 FlI:16m-843-13TI maW:um—000l.can xra.Itldingdiullemm� DRAWDtO No'•'clORIDP '�.`�•� EB-0006718 WALTER a nUJT J.P.E. °� n4-- FLORIDA grAq s1y6 yTp `, 7E FLORIDA Lc./44157 •NNn s AIEEF L1(f 13 11111114 _ MIN.SEPARATION TO GLASS MIN.SEPARATION or ®1 (SEE ON SHEETSCHEDULE T TD cuss ( SCHEDULE ON �j or ON SHEET 13) a� OPTION&RAIN GVAAD I (NON-STRUCTURAL) I3 4"o x 1'TER ALTERNATE 3016'PLUM 1/4" POP AR. O 5'O.C. SCREW OR 1/40-20'x1' WITH I 7 A7 REAR. S. WASHER 0 44'NUT O.C. �r _ 3016'ALUM.POP IDES I 23L ,:� O 10'O.C.BOTH 90E5 EDGE OF SLAB m IF APPIJCABLE EDGE OF SLAB IF APPLICABLE ALTERNATE LEO 4151 ' ANCHOR LOCATION 1X11YET.RION 07 (SEE NOTE•) 26X6'YIN.WOOD DECK REQUIRED - (NO wN6H ALLOWED) CCNNEIGI OMI GB EDGE OF 21 YIN.ED. . SLAB IF EDGE OF Y LaL ED. APPLICABLE SLAB IF. APPUCAULE T SEE LIMITATIONS FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _- SECTION 79W (BOTTOM) 1 MIN.ED. 1'MIN.ED. 21x6'MIN.WOOD 1- MOUNTING SECTIONS CAN BE CO'H OF SECTION'MBINED DECK REDUIRED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.S'ToEPARATION GLASS FLOOR MOUNTING INSTALLATION 26X41 RM'CONT"�°° NOTES. PLATE REQ�D. .(SEE SCHEDULE ON SHEET 13) SECTION' 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO T BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH or®t (3)5/16'•TAG 2' 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN o •�" SCREWS W/2 1/2"MIN. MIN.ED. AT ® w I ' I'x 4'z 1/5' o PENEfR/.TI°x X10TH PRESSURE RATING&SPANS (2)OF RAFTER/TRUSSES 606}T6 COM. ALl1Y1NUM TUBE 1/4 6X4'(6063-16)FLAT EX57INC 2X WOOD TRUSSES 26X4'LGN.WOOD ' PLATE W/1/4'o xi'TER TRUSSES OR RAFTER STUDS O 16'O.C- 1 - MAX 11 I BETWEEN TRUSSES OR °° � SCREWS'O B'O.C.IN AT 24' � PLATE W/1/410 xtTEX (2) 1/4'e TAPCON OR 1/4.0 CRETE-FLEX b 13 SCREWS O 4I 0.0. BETWEIN ANCHORS OR 814 NDS WOOD SCREWS OR 1/4'0 EN TRL65F5 mGE(IF APPLICABLE) NDS LAG SCREWS A7 D PENET OF EA SND OD o -. -. - 2 1/2'Yin.THREADED PENETRATION INTO WOOD SND I 1/4'0 x 3/4'TEX ' tw 1/4'MAX PLYWOOD EXISTING SOFFIT Q. SCREW OR 1/4'-2°x 3/4' (2)NYLON S.S.BOLTS W/NUTS h FRO LLEfS 81°x3'S.S.S11_',W/102'0 x3/4`LANGWA91ER O 6`O.C.0.855'0(IYP.). N7LON BUSHINGS(7)9.TOP)AND 11 LONG 1/4'9 x 3/4"TEX I) �)BOTTOM).EXCEPT AT ROLLER HOUSING SCREW O 6'°-C. 6.5.S.N.S.Wi MOUNT TO WOOD"STUDS MOUNTING INSTALLATION BU'9/WG wi;,"0.1;°50' I I HT. I SECTION 1AW BOTTOM) LONG TDP SECTION 0.500" 0.163 x0270' I N STA LLAT I O N S DETAILS C O.D.AND 0.24x•Ld.AND �•�. r INTO WOOD \11 16 A.S.D. DESIGN PRESSURE RATING= +60.0, -80.0 PSF 0.223'IANC BOTTOM MIN.SEPARATION ULTRAAB �d \111111111161/ SECTION 0.320'O.D.AND TO GLASS WEATHER Y$ `\\\1 �'� /iAy FLORIDA BUILDING CODE (High& Non High Velocity Hurrimne Zone) 0245'Ld. (SEE SCHEDULE SOP wxc FA or ®t o SCALE N.T.S. (TYP.) oN SHEET 13) I SIDE(TYP.) I `� �, •••"" •. ,/ ®2015 TILTESO wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °R m Imo. I `��P.• \CEN F'•.9 .� AG./IL1. IL ECO�N�. FOLDING SHUTTER CORP. DATE Hacn;W PLACE HEADER TO TRUSS MOUNTING INSTALLATION =Tkc3 J *_ nwT TTsnNc CHGINEERING COYPANr WEST�P fes\FL M413 SECTION 8W (TOP) u�x�' R 0]186 wE 180043-6371 r3-D�4 i ,, { �'` Abs 4369)611-1630.ia.i L>nI6Tl-ISII DRAWING Ke F P C4Cy: e-mWLEB-0°o67191.eom m1ddIM6lNNax.00m i MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF 4 v WALTER TERFLORIDA U.A TIWf Jr.4A 67 67 mnw a� sxFEr 12 Gf 13 o \' • fllf�tllH(11N MAXIMUM VAND PRESSURE (w,f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY. SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) WIN) MAMM MALS SPANS A WX u' CONCRETE E.D. SHOWN ON ANCHOR SCHEDULE PRESSURE Rev." CONCRETE CONCRETE BLOCK STEEL WOOD THAN PfmuRe eti wxATNE AT TOP CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE (L+) aorm" TYPE SPACING TYPE TYPE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 Psf 144.0- 1 144- 160 ib ft A a C A C E A C F 60.0' 60" ft -9 425 LB/FT - 388 LB/FT 157 LB FT 134 LB/FT 256 LB/Fr 397 LB/FT A t3 A C 100.0- 100- 88 1� 6 473 LB/FT - 418 LQ/Fr 236 L5/FT 202 LB/FT 383 LB/FT 432 LB/FT - �3 a LB FT - 35 pet R-6 ft Cl 49J 417 LB FT 138 B 134 LB/FT LB T 744"-T---1 44- 210 lb/ft 12 387 LB/FT - 334 LB/FT 166 LB 142 LB/FT 271 LB FT 347 LB FT (-C-1 -IT- 461 LB/Fr - I Bt - 202 LB/FT 60.0* 1 60" 100 lb/ft C2 --T56 LB FT - 362 LBFT10�1)�LBFr -190 LB FT -S1 8�-3----T-7 12 375 LB/FT - .334 LB/FT - 142 LB/Fr 40 psi 100.0' 1 100* 167 Ib ft 9 L13 Fr so LB F - - 44'. 240 lb .6 525 LI3/FT - -----S-12-LB/Fr 285 LB/FT .353 LB/ 44,3 LB/FT C2 9 4`17 LB/FT 362 LB/FT 190 LB/FT 144- ' I f' T1 9 LB/FT 60, 115 9 390 LB/FT - 309 LB/FT -157 LB/FT 134 LB/F7 257 LB/FT 321 LB/FT 6 502 LB/Fr - 419 LB/FT 285 LB/FT 1 - - 154 lb/ft 375 LB/FT Z 202 LB/FT 298 LB/FT 405 LB/FT 81-- > C3 -6 496 LB/FT - 9 372 LB/Fr 309 LB/FT 134 LB/FT 97.0" 97-r- 3 .813 LB/FT - 572 LB/FF Y26 LB/Fr 304 LB/Fr 418 LB/FT 631 LB/FT C3 6 469 LB/Fr - 375 LB/FT - 202 LB/FT �Dp 115.0" 115.0- 0221lb#t 9 466 LB/FT - 370 L-H/ - 572 LB/FT - 304 LS/Fr FT 157 IB/FT 134 LB/FT 1256 LB/FT 393 LB/FT 3 -7-4,V- - 144- 276 lb/ft I C4 6 592 LB/Fr - 448 LB/FT 236 LB/Fr 202 LB/FT 1357 LB/Fr 9 445 LB/Fr - 370 LB/FT - 134 LB/Fr 60.0" 60.01 125 Ib ft 3 972 LB/Fr - !!�3 L`B/FT 448 L.B/FT 202 LB/Fr 80,0, 89.07 187 lb/ft 682 LB/FT 389 LB/FT 364 LB/Fr 500 LB/FT 753 LB/FT 6 561 LB/Fr - - 50 pet 100.0" 1OD.O- 208 Ib ft 9 281 LB FT - 224 LB/Fr 81 LS/Fr 83 LB/Fr 14,3 LB/Fr 103 LS/Fr 3 912 LB/FT - 642 LB/FT - 364 LB FT -120.0' -120.0" 250 lb/ft C5 6 421 LB/FT - 3,34 LB/Fr 122 Ls/FT 125 LB/FT -214 1-55 LB/FT 9 226'LB/Fr - 224 LB/FT - 83 LB/Fr 100'0" 'C :1212 C*O' 1 144,* 140" 300 IDA 3 843 LB/FT - 670 LB/Fr 243 LB/FT 250 L8/FT 432 LB FT 311 LB/Fr 05 6 339 LB/Fr 334 LQ/FT 125 LB/FT 6 60 LB/FT M LB/FT 102 LB/FT LB/FT O.Crr 6(LO, 138 lb/ft 9 273 LB/FT 325 LB/FT 215 3 681 LB/Fr 670 LB/FT - 81.0" 81.0" 187 Ib ft Cs 6 410 LB/FT 487 LB/FT 32.3 LB/Fr - 9 221 LB/Fr 251 LB/Fr 215 LB/FT - 55 pet 100-0, 1 MCI 229'lb/ft 207 LB/FT 153 LB/ CIS 6 332 Di/-� 378 LEI/FT 32,3 LB/FT - 1'. 12 3 822 LB/FT 1975 414 LB/FT 307 LEI/ 120.0- 120-0- 275 lb/ft LB/FT W LB/FT - 11 ,7 It. 37* 134' 3 41 183 LB/Fr 114 LB/FT 153-1 FT 30 lb It 4 269 LB/FT 301 LB/FT3 663 LB FT 756 LS/Fr 646 LB/FT - 60.D" 60.0* C7 3 358 LB/FT 402 LB/FT 24-4 LB/FT 152 LB/FT 204 LB/FT C7 -4 232 LB/Fr 236 LB/Fr 183 LB FT - - --80.01 80.0" 200 lb/ft 1 2 30,5 LB/FT 3 310 LB-/Fr 315 LB/Fr 244 LB/FT - - 60 pet -10-00" 100.0- 250 Ib/ft - 1-12- 491 LB/FT 596 U 266 LS/ 168 LB/Fr 12 338 LB/FT 460 L9/FT 409 LB/FT - 115.0" I15.0" 115.01 258 ib ft C 736 LB/Fr 894 U 397 LB/Fr 262 Ca JB/FT 691 LB/Fr - t31" 131* 128- 346 Ib/ft 8 PF]982 LB/FT 1194 L 5,30, 6 777 819 LB/Fr 59.0* 59.0" 160 Ib ft 336 65 Pet 92.0- 92.0" 249 lb ft loo 1 00.0- 271 Ib.ft MM SEPARATION TO GLASSEDULE - SCHANCHORS SCHEDULEPSEE GENERAL NOTE C.2'ON SHEET 1 120" 123" 360 Ib ft 60.0- 175 Ib ft ANCHORS ANCHORS MIN, E.D. MIN. SPACING 70 Pet 1%0 100.0- 292 lb/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 12'i" 118- 374 Ib/fL SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 59-0- 187 1b ft ZONE 121/4-0 TAPCON W/ ADVANCED CONC.C.BLOCKJ WOOD I STEEL CONC.C.BLOCK WOOD STEEL , ,3 ZONE 4 A 350, 2.50" 0N/A 4.00- 4.00- N/A N/A 75 prf 1 100.0 313 Ib ft THRFADFORM TECHNOLOGY % 5,-Io" 1. Wc i 114" 387 Ib/tt I AS LESS 2 1/2- 2 5/8' Wo pet 113- 1 111- 400 Ib ft B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00" 3.00" NA NA' 90 pet 107* 1 104' 424 Ib/ft 100 pet 101" >5'-10" 99" 447 lb ft To 8,-3. 2 5/8'+ 1. 2 3/41+ 1/4- 0 CRE-FLEX 3.00" 3.00, 9 NIA 3.00- 3.00- N/A NIA 110 per 94" go. 468 Ib ft @ Er 110-paf 87" 8V 484 lb/R 'i 3-0 pet 80' 76- >8'-3- 1 3 5/8. E 114. G5 1TW-SULDEX N/A NIA N/A 1.00- N/A /A N/A 2.00- 483 lb/ft TO 12'-0" 3 1/2- TEK SCREWS I 1- 1 140 Pat 74' 70- 484 #14 NOS WOOD SCREWS OR A 483 Ib ft 2.60" NIA 150 put 69' 66- F N/A N/A N/A I N/A N/A TO-psf -W --T27 48,3 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. 1/4" NDS LAG SCREWS I A NOTIM' + EXCEPT THAT 3 5/8' SHALL BE USED P,TIQ FLORIDA BUILDING CODE(Kigh &Non Nigh Velocity Hunicane Zone) I/ "I 0201f Immo PIC. L+;KWMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSITIVE AS-D DESIGN PRESSURE RATING. L-:VAX ALLOWABLE PRODUCT SPAN FOR A .4, 4A& 7A- z cz, G1WN NEGATIVE A.S.D.DESIGN PRESSURE RATING. FOLDING SHUTTER CORP.E- FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS T TE�SIING&ENGINEERING COMPANY HEIJSI�PLACE $ F m WEST PALM e-643 33413 EQUAL TO THE MINIMUM DETERWNED PRODUCT =.,TA�MD.'r..=wl-At PH:16W-643-41VI15-014 SPAN BETWEEN'L+*AND'L-*. -mk 0..G-L- opAwING ft EB-0OD67IS WALTER A.TILUr Jr P F FLIMDA Uc I SHM 13 OF 19