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HomeMy WebLinkAboutPRODUCT APPROVAL ke 1iet 1 e• t - a• e BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida - *i `6f Product Approval Z/ .:USER:Public User c d �a=.gym �i�� REVIEWED FOR Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R3 CODE COMPLIANCE Application Type Revision ST. LUCIE COUNTY Code Version 2020 v �®�� Application Status Approved Comments G Q vIq Archived O 7t/� Product Manufacturer Folding Shutter Corporation File COPY Address/Phone/Email 7089 Hemstreet Place ..�y West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W.Knezevich,PE (1 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding_Shutter Corp Titan II Drwg 20-190.p—df Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20- Approved for use outside HVHZ:Yes 190.pdf Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20- sheet 13 for additional spans and loads. 190.p�if Created by Independent Third Party:Yes Back flex, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvright 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 mall.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: eEI M i C�edit:Card: _ Safe l GENERAL NOTES: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G=0.45 MIN. COMPLIANCE IN ACCORDANCE WITH THE2020(71h 1011"OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM - 1/4-/TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4"0 CREFE-REII,AS MANUFACTURED BY FPN/BUGDEx. MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEM(NHVNZ). INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4"0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1020(HVHZ)3 1609(NNVHZ)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 NOTES, Kd�0.85,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGO WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST CL1)MINIMUM THREADED PENETRATION OF O /FRATAPCME U OR ALL /CREIE-FLEX OR/UI NOS WOOD SCREWS OR REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEY BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.O.) 1/4'/NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 IONS FOR C1 THRU c4 AND 2.NO E DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR MA OR AS INDICTED ON WOOD SECTIONS ON SNEERS 10 THRU'lT TI THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PAIR OF THE REOVOLED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS k ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVERSTRESSED.A 33 X INCREASE IN C.2)M00MUM EDGE DISTANCE OF 1/4"/TAPCON OR 1/4'/CRETE-FLEX OR#14 NOS;Wow SCREWS OR 1/4'/NOS ALLOWABLE STRESS FOR WIND LOADS WASH);USED IN THEIR ANALYSIS.A DURATION FACTOR CO m 1.60 WAS USED FOR VERIFICATION LAG IRO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 R 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING.INC. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.).HURRICANE TESTING LABORATORY(H.T.L)Ik AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION Iola h 1904 OF THE (a) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY-33 KSI(MIN.)MATERIAL FLORIDA BUILDING CODE. 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE/10 x 3'.410-HT MINIMUM SERIES W/173.6 bi YIELD -1/4'0 RW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH @ 157.4 kll TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS HOTM MANUFACTURED BY WHITFORD Co.BOX 507.WEST CHESTER PA. 19351. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2,MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW 1. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fr25.9 ksl.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION BI-6 OF THE 2015 ALUMINUM DESIGN MANUAL 7.ANCHORS SHALL BE INSTALLED FOUCY4140 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 SERIES W/50 ksl YIELD STRENGTH AND 90 kx1 TENSILE STRENGTH OR MANUFACTURER. CORROSION RMMANT COATED CARBON STEEL ITW/BUILODL TEX SCRE%s AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION S,IT SMALL BE THE RESpONSBLIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 24115.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S TO BE ATTACHED TO 015URE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARM*IGS HOME OWNER.TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR.LOCK ALL 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) LOCKS, (A) TO E705T1110 POURED CONCRETE. I0.PRODUCT MANUFACTURE HA MANUFACTURER'S LABEL SUM BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 170943 OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4-/TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX.INC.TO MIN.f'r--3192 pd. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 1/4'/x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN.f'o-3000 Pd. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 1/4-/CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'ee3350 psi. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. MOMU 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE A.1)MINIMUM EMBEDMENT OF 1/4-/TAPCON ANCHORS OR 1/4-/CRETE-FLEX INTO CONCRETE IS 1 3/4'. INFORMATION FOR A SITE SPECIFIC PROJECTI Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.O.)SMALL BE AS PER SHEET 13. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2)3/4-SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/a')INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION IONDOC SAFETY PROVIDED 3 THE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. LONG MINIMUM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL WALL FLOOR,ANCHORS SMALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 Ik A.2 ABOVE USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO'THIS LATTER THE SITE SpECIFlC DRAWINGS.FOR REVIEW. (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. - (E) PREPS RSNALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4"I TAPCON W/ADVANCED THREADFORM TECHNOLOGY INS-MANUFACTURED BY I.T.W.BUILDEX,INC. 1/4"/x 3/4"SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS- 1/4*/CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN NOTES I PERWM IN THE STATE OF FLORIDA ELI)MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4-/CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' A11f1111111f11Etrytt MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. \\\ �'(�R A�r�(( t4�j� FLORIDA BUILDW CODE(NIGH t Non 199h VdedlF NOTLIoonW 7oeA) L2)3/4-SOLID SET ANCHORS SMALL BE ENTIRELY EMBEDDED(7/6')INTO THE CONCRETE BLOCK UNIT.NO ��`' _I .Noi. O���W_ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D""m 2" EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4' /-20 SS SCREWS USED SHALL BE 1 1/2-LONG F\•'.• - 10 MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. = 44167 7/10/20M B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. + I L E C O INC. FOLDING SNIlTTER CORP. DALE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE b' STATE OF OLLfTESI1N0 EN6INEOLNO w1mANY + A,,,P ' SHALL BE AS INDICATED ON NOTES 9.1 &0.2 ABOVE. '�/ ','.F( A � . o mia'� nc uoo-w-a7f 2O-TBO nx:awclre ORii) IG�` IDLTFli4°'MLffr1.°r PE, IER mm. ®,. ... • ��. \� FL Ik. M1N7 Y,�� - $TWIT 1 aI3 P.E •HI11 , i a7r r. *�, ,�, . rjw �•'� .I 30- LIRa ® SLAT WINDOW ©L E ® T E1VD ©EXTERIOR CENTERPIECE (TO BE U IWAL[A770NS, 6063-76 ALLOY 6063-T5 ALLOY 606J-T3 ALLOY pr /t L� MAY INCLUDE PERFORAT10N5 AS PER (n7 6E USED ONLY FOR INSTAUA77ONS 4 INTERIOR CENTERPIECE 6063-316 ALLOY DETAIL ON SHEET J) JO FEET OR NIGHER ABOVE GRADE MEASURED AT BOT70M OF OPENING 6063-76 ALLOY 4 SEE COMPONEMS 20,21 &22 ON 1 SHEL7 J) sere• ror Lem• ane' ztu' �• 1+�' zsa• L072- 20s7' .rm• '4[r. r.rrY a7r rm' .mC .ems' .0',0' gg K _ — N LL i1 z a AE/• sne — ® WALL HEADER T2" MAX �B.0' CEILING HEADER_ ® BOTTOM SILL TRACK t9 BOTTOM TRACK ADAPTER 6063-75 ALLOY &9ZBZ[iD lii[iCK 6063-75 ALLOY 6063-T6 ALLOY 6065-T6 ALLOY 606J-T6 ALLOY_ _ em-rl zoo t2 .o7C COMPONENT a b 11 t2 cw• a ® 2 5• MAX. 0.125 0.125' i 2' 4'MAX. 0.25' 0.25" w 6 ,06r• ,9 wr I 0.082' 0.062' RMN HOOD ©1 ALT BOTTOM TRACK ADAPTER 'Q BOTTOM R,9IN GUARD ALUMW MANGLES 6063-75'ALLOY 6063-TS ALLOY 3-T6 ALLOY 6063-76 ALLOY "� tl COMPONENTS s0a' .SCI iFN1 I riraI FIARIDA m"m CODE fth t Non Mph vewft Numme Zama) WM ®tom nTEeo w- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °Mm. m' No.44167 ..� FOLDING SHUTTER CORP. '��a i°' 3A"0-16 ACETAL LWO * = I L E C O�N�. mom um"Kw m I= LOCI G TUBES Iwr resTuaO!ERowmaNO caaPAMr WMT FMM KAM n.&UG4 ?'HIIMB3CRETYS ® 7!% STATE OF N "�.%�«w n SNu 20-190 AT CENTERPIECE CORNER OS �� F �, •• -�"^ ��^ "°'°°�°�"" my,ut.c0000lcan �. m aIUWINO No FOR 4 & so63—Ts ALLOY 6063-76 ALLOY mil'•.• CORIDP : a-000 719 WAITER A,TILLlf.h.REP.E'3'K%Yf)� %mmq'�t�C,•�`; F=m&I /Nt67 ; Yv)+i - _ .0 2 0113 r--- - - —- — -- ---- I � t 1 1 trl�'b 9AT1M ; (J)ROKS OF I tr1V MTT0� 1 1 F.l SPACED QO ; rN�soRr I I Z-CIA'EACH SIDE TABLE 1: SOURCES FOR de V ; D1REcnONS. 1 ; I ; I OF WINDOW(SEE TABLE 1) a�SLAM SLAMXNLICrrno DPPors g IOItA7cLE i t ; T"vW PROPER= STANDOM SA9C aa'01Wms 2!/rPI 1 $Q ( J ' /sm+ct' PtAsnc N ! ^ ' ; j 20 dL1 11D.1Wf*M 31 10"103 RESIN i O VY L--- -.-J YfEWAVG SPECIFIC 6RAYQY ASTY D792 0.043 Ib/b( 0.043 1b AW SOS WWDOW ' i STRENIM ASIN 0638 9.400 P..A 9.500 Pal Q SIM silc 1 FEEMPAL SUI NGTH AT YMD ASTM DM 1 y13 2,500 paJ, 13.400 P.J. 2 i ; I I.r/E' FlDWRAL YODUWS AS7Y 0790 340.000 PaJ. 345000 P.nl. O i , p !i t✓�J dP SNAP-W END NpAm O MAX vwzl� HarmcD am ASTN=6 1e Fr-?IoAn 17 Fr-IbA. (SIT TABLE 1) SWAIE DDISNY AM 02M3 472 x BFB x YAx 1A RATE OF @JRIM AM Deis O-1 cLA4 0-1 CLASS 4 s6 SUF X"ON AMU DIM WINDOW WNDOW Om-IMCK ASTIF C155 1q0 T 960 7SLAT i qq 2 UW i I POL ( TESEE 1J w D TEMILE SMWNM AFTER WATHEFWC ASTN DIM 9302 P.J. NO P..J. KVM�� TOME SRTESS BffORE WEAl11ETONc ASM DIM 64e1 P-L ee60 p..l !�m MAX. ; i i ALIY.(2)WdYA7N5 INY 6E/N ONE SLAT SPACED A MWWIJY OF 24'APART.W W 12'YIN.FROM 1 ; N� i ENDS CF*SLAT TDP X BOTTOIE ®SLAT MUST WYERM WSTNJM AD ACENT TABLE 2 SOURCES FOR IIr—E9--��-_� 7D CENTSWEARD MUM?rom co~ �EIFYR�ECES 4�ORRQ,ANLOvR AT CME M OF PRODI= MAr BEjQ r--�-- 5UT FIL4>r g -DETAIL � BACV F APART oya IRTfF/PEh1Cf SLAMF6Q88 Suns ' 20 ( J spaNneC cmvm ASTM 0792 O.OQ m/hi- ry 1 V V IWUCK I 1117EWWO (TYP) I 8 1 ) Wnwow tlkShc6tlK'61: O$ OEW to ; TEFSTLE TTFLO STRENGTH ASTY 0e3e If-4w P.W. QO I 1/4'�I NOES i I I f ` ow ' AT Mli ASTY D790 15.0W PAL Y i I � REXLIRAL YOdRtJS Am/D790 ,SD,GDD SPACED �---- --s O&llGB P..J. RF APART NOTCHED trust I au' a0Q0� NOTCF MOD ASTM 0256 0.6 FT-m/ln TPsurtronal tmoE ' DIREM t OSOd ant' COUTICID4 OF THOWAL EXPANSION ASTH Dogs 5.5.10 irA--'F ' 21 Z_CLIP ® SNAP—IN ENl) 1P uEi'TTLwE31JsuRE As u eaxla Sm�F i All USED AS AN OPRON MR AU WAUAMIS ® aAT MOW EMEAUM WIDER LARGE YISSOE M4Y TNCLuDE PERFORAnoNs AS PER TNs DETAIL DAE TYPICAL n SLAT WINDOW DETAILS -Jttlf.(?)xTNDolrs MAY BE!N SLAT SPACED WN.24•APART(MAY ELT FO SLATS). W 0 V/EWiNG WINDOW & 1 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT `SN11N111111. T',IIIIIFA FLORM EUILIM CODE(Mph R N9n Mph Woolly Nuntime I.Zme) a�S1P' EN '�' m �Txc TITAN U FOLDING IMPACT PROTECTIVE SYSTEM \ 5�., WPPaD NO.44167 = 1 L E C O iwe. FOLDING SNIRIfR CORP. 7/1o/xm �j T1ATc ?/ 'd' * 11;�a.GaA.N�Nea.WPA.W 1 �rw1 TRAC11.FLo f A Y0 9• STATE OF EZM•+pm a1+1m.1.:1,0,>.„'. Thh 1e90 w uT, 20-190 �.• P 1IAL1Ep A 791D Jr.PE, RE T010D".`��� �� FIDPoOA Ile.144767 to tr�a 9NEE7 JOT I. Ai. NU1b1p,p1 _ _ - A 7Y 2 7-- orOW/ 0 ,16 ,© OR 19 4 OR 5 8 t2 �i 4 z USE(2) AT 30' 1 m O.C.FOR SPANS n 2 ♦ NOTES ON®h LOCKING TUBES®Ai 4Q3 5Q. UP ip 99' o I — I.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE{3) AT 30'O.C. AT 30'O.C.FOR SPANS UP TO 90'.USE THREE(3) R = S SPANS SPACED AT 30'O.C.AT MIDSPAN.COMPONENT NAYFO BELARGER + rn n FOR UP T0�144' QOR© LOCATION OF®HALL INTERIOR OR 011 S BE AASS SHOWNA AONE TYPICALRELEVD TO TPPD �ATION. Ii w oN 2.(2)LACKING TUBESRPIEC SHAL(�9)ALWAYS BE USED TOP Q BOTTOM AT * OR 18 (2,' SHALL BE 9. SECURED W 4 LOERVeRSA A ALL INSTALLS SHOWN ON ATIONS.L�LOCKING TUBES LJ MHUi ii ii ii ii t f SEE LIMITATIONS FOR®ON SHEET 2 L ESE.END CONNECTION DETAILS CONCRETE. CO RETE BLOCK OR FOR s O O+ 13 O+ 1 B ®+ 13 WOOD INSTALLATK)N1S. 9 + 10 9 + f0 + 1 9 + 11 UNLIMITED W! T. TYPICAS. L ELEVATION . .1 NOTE: SEE SECTIONS 1 THRU 3 ON SHEETS. SEE SECTIONS 4 THRU 6 ON SHEET G. SEE SECTIONS 7. 7A 3 79 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. aNUIIIHIIII�I SEE SECTIONS 4W, 4 SEE SECTIONS 7AW. 70W. 8W R 14W ON SHEET 12. FLOR BTA BUILDptB CODE(High t Non(Illp (iph Ygeolly Nur/ootlo Zone) VCENs�'•, mum uma w- TTTAN IT FOLDING IMPACT PROTECTIVE SYSTEM MAWN By' YP N0.44167 _ Tt * 1L ECO1 FOLDING SHUTTER CORP. '/CATE JaTSTATE OF WLiF9lINp•CNWNEEfCNO IbYPANY +�rA[rn ulnal IOMO JL avo t�..ta4 wo1r comp n 1na NFET►AL11 ffMJl,n sSIW Off•. 'FtOR10, c m`v't�e.o'w ,-,w, m Leoo-w-I.I 20-190 F''••.. ..•`�� u-aooe�re "'•'"'"o+""I"'•°� auwwo Ne P.e srAy� Iq �oAiE ����`��`` nnq�ai u d MI P. "`` r. t..r o�� •4' sx¢T or Ia POURED CONCRETE O WALLR WNCRETE BLOCK Cf1 THICK S.S. OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD P CRETE DasnNC NON STRUCTURAL WALL 0.060'TTRIM(SEE SHEET 13) ROLLER F CK S. (NON-snRUCR1RAL) (NON-STRUCTURAL) R�� (DECORATIVE HEAD) III (TYP.) 6 1.000.0 2.500•YIN. MN. E0. •Z �/ ✓% (22)NYLON II �' CONNECTION C2 �' ?' / OPTIONAL 0.555•f(TYP.) �� �` (SEE SHEET 13) / / • RAIN HOOD 1 / 3 (�R- ) 1 /10.3'S.S.S.M.S.W/. o 1 0.373 LONG 3/16'ALUM. 1 BUS HOIC W/AE0.1150' 3/1V ALUM. d / POP RNETS, 1 1 1 LONG TOP SECTION OS00• .COAT. POP RIVETS. •3 / ®1B•D.C. 1 (2•.0 MAX.) Qq "'- 0.165'.0.270' POP F O.C. / BRIDE)(TAPCON O.D.AND 02t5•Ld.AND •OD30• 1/t•o nw 1 i D223'LONG eoTmM 1 SECTION 0.320'O.D.MID UW ER J I MIN.S LION W/ADVANCED 0.2A5'LE• STRIPPING Fit. POURED CONCRETE TO GLASS TOREADFORM 1 1 (TrPJ SIDE(TYP.) / Of WOR ALL NCRETKFIREDBLOCN (SEE SCHEDULE Or '.1' TECHNOLOGY OR 1 1/t'0.1'TEK 1 ®t OH SHUT 13) ®t 1 4 .E1C0 1 S.S.NS%1TFSCREW OR f NUi�.1 ppPiBR�N' �S PRODUCTS 1 WASHER o t•O.C. CRErE-FLEX O IB•D.C. ! or 1 POURED CONCRETE 1 W/EM®uQiF 0 5•D.c t 1 N.SEPARATION .. WALL REQUIRED.OR CONCRETE BLOCK1 1 TO MASS / of Or (SEE SCHEDULE ' ON SHEET 13) ®t W // ®t PUTTIED CONCRETE •Y i NINroS CLASS TON 110 y OR CONCRETE BLOCK S —(SEE SCHEDULE WALL REQUIRED. ' ON SHEET 13) CONNECTION C2 % Mgxt (SEE SHEET 131 :3 f/a'o ITW 1 1/4'SCRE OR dram-2D'.Y ®t 'i / 6 13U0D01 TAPCON 1 55.Ids WITH NUT e TECHNOLOGY OR C 1 / WASHER o O.C. 1 IDNC NYLON BUSHINGS 1/4•/D00 DaO+ECNTaN Cl / LONG BOTTOM).ARD 3/4 PRODUCONS7CTS 1 a (SEE SHEET 13) / gED0a7x�OEiTi AT WALL FACE MOUNTING INSTALLATION TIRE 1 , SECTION 2 Wm/1B1ED36M4O•D.C.I (2'.4'MAIL) WALL FACE MOUNTING INSTALLATION OF 0 x OR i SECTION 1 ,/2 SPACING AN�R17 SPACING GROUTED BLOCK REOI;-T O O O (MIN.To—2 wT GR0111 q;z 2500'MIN. POURED CONCRETE ED j W(W TRIN DESTRUCTURAL COMTNE SILL) O 0 6 p SPAGNO= DECORATIVE WALL TRIM TRAPPED STAGGERED C 0 CI G MOUNTING INSTALLATION DETAIL 0 . 6 SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE IZ A.S.D. DESIGN PRESSURE RATING - +65.0, -90.0 PSF & CONCRETE BLOCK FLORIDA BUILDING CODE(Nlph t Non Nlph Vdxf(r HTRFTOon.zom) SCALE N.T.S. F 01020 TLTECD INC. TITAN it FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY. NOTE FOR COMBINATION OF s .TIONg: 1k N0.44167 M.P ED. = EDGE DISTANCE -R-' 7/10/2020 = 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) * IL EC O it11:. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. / f � STATE OF T13TiN0 ItENGTHEER,HD COMPANY TIm2 MARTIN LUFM KIM dR.BLVD / '/ "i�`'••F�ORIDQ' ; • "'.J06 '1 "'M1 ytw WEIT PAW BEACH,FL J.7/Dt n .L�)m,_tlDo.rm:(>m>nT,_w1 Im,/lw0-e�J-anl 20-190 Q�K(S,''• �G\ `� m G_ -- ....IoldhgAHUM.n oom DRAWING No t SEE LIMITATIONS FOR®ON SHEET 2 A` WALTER A. dr.P.E. An om� em: omslo, ai. P.E SFAL/St(A���•'�••• NN FLORM U�/4187 �-"THAT 11 11•,t �t'� n - - StEi:T 5 or 13 1/,VO x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS de wAsHER O 6'O.C. 0.060'THICK S.S. 11 CONCRETEPOURED CONCRETE LOCK WALL / ROLLER HOUSMC ' LM4.SEPARATIIXJ I MIN.SEPARATION PLASS TO GLASS EGURED / E0. OPIgNAL RUN H000 1--(SEE TO CSEET1) (SEE SCHEDULE CONNECTION (NON-STRUCTURAL) I ON SHEET 13) 1 or ON SHEEP 13)(SEE SHEET 13) 1 Or d %04'•IDNG SNYLDN W/ ALTERNATE ALTERNATE J/16'ALUM. ®t N ALTERNATE 3/18 ALI/N. ®t 1� POP RNETS O S'O.C. POP RIVERS O S'O.C. BOTTOM).EXCEPT AT ROLLER 01 rn AT PEAR-1 AT REAR jHOUSING(TYP.) I I (2)NYLON ROLLERS d j O.8 55'm �1 I I n h 9 1 E0.FA �+ 9 3/18'ALUM.POP WETS I 9 3/16'ALUM.POP RNET� O 1NATE 0'O.C.BOTH SIDES O 10'O.C.BOTH SIDES / ORIENTATION 8 R/ir IVE75 ALUM. B POP'O.C. FA. /10 x 3'S.S.S.MS IN 0.373-LONG NYLON BUSHING W/A 0.150' ) .0.16Tx LONG TOP SECTION O.S00'I MX SEPTO ARATION u2m70�0.SD' NWL 3/4'PLYWOOD PLYWOOD MIN.3/4' O.D.AND 0.245'i.d AND "/, REDURffD 1/2-MtK REOUDTED 0.223'LONG TTOM �( SOIEOULE WEATEIER 1/4'0 TAPCONS OR OEl SHEET 1J) STRIPPING FA 1 or 1/C THRU BOLT N/ SEC00 0.24'Ld.A.AND 50E(TYP.) T ANCHORS B-OL WISHER U BOLNur O 10'O.C. (TYP g� 7HPU BOLT W/ n g EACH SIDE. WASHER 3 NUT O 5'O.C. / 1/4'm TAPCONS OR POURED CONCRETE OR CRETE-FIDE ANCHORS 6'O.C. CONCRETE BLOCK WAIL i 1 Or REWRED 25.4-OR 2'xSx1/e' POURED CONCRETE OR 513'x1/8'608]-T6 CONT. ALTERNATE 3/16'ALUM. V, l t 6063-76 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP O 5'D.C. ANGLE REQUIRED "'REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX.A.S.D. DESIGN PRESSURE RATING= +66.D, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF m n f3 9 'z TO CLASS 3/16'ALUM.POP RNETS O 10'O.C.BOTH S I Nllf.SEPARATgN IDES / - (SEE SCHEDULE / 1 ON SHEET 13) a g j1 ALTERNATE LEG 1 or CONMEMION C3 / O"R ®t (SEE SHEET 13) ALTERNATE'EEG A NiCOR W NTAUON 3/4'7E76 SCREW W/ POURED CONCRETE OR 5/B'WASHER OPT 1/4'x 3/4' LLAA MID CONCRETE BLIP REED BOLTS W/NUTS t 5/6-WASHER O m 3 a'D.C. BUILD—OUT FACE MOUNTING INSTALLATION .' s SECTION 4 ( 'EET a o TEO. E0. 1/4'm x 3/4'MG SCREW POURED CONCRETE OR OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL d[6/8'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE RE0UR & CONCRETE BLOCK BUILD-0 IT rAIIE- "OUNTING INSTALLATION SCALE : N.T.S. ®NBC I (BOTTOM) FIAR)DA BUILDING CODE(Mph t Hen Nigh Vtdtltdly Hurt(tlara Zone) 0w20 mTECO as TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPAPN Iv. ATI NOTE FOR COMBINON OF SECTION: * E.D. = EDGE DISTANCE' M.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) No.44167 7/fD/2axo IN ANY WAY TO SUIT ANY INSTALLATION. SfW, ,sl Tt I L E C O jmc. FOLDING SHUTTER CORP. TM,c 77, go, ATE OF TESRHO n gNG1NEERINa COLIPANY 11182 MAMIN UnWR KIND JIL BLVD �.1mW Ixa m,fx®eA xWw4 n ylam ITUT PALM BUCK,n.3E104 20-190 t SEE LIMITATIONS FOR®ON SHEET 2 p. .T DTI-Imo.Ta..4=11,ml Kw 16DO-6a-m37t, ORIDuGnat..O. —f.1mwh ft.— DRAWU40 Ea \\ A TULR Jr.F.E. mla easml ma ®na -0006719 PE ' ..11l �i,• �\\ ftORMA U./44167 WALTER . .y n-d n - SIIfLT B Ot 13 m YIN.ED. CONCRETE EQ. EU.—i OpN1e.T�J C6 Po11Rm REQUIRED (SEE SHEET 13) O.D60•THICX S.S ROLLER HOUSING / j OPTIONAL RAM HOOD Ma+-Sl (2)NYIAN Flow SS.5.11.5 W/1 j2v ROLLERS 0.655Y(IYP) ■3/4'LONG r,1v BUSHINGS (TOP.TIP)AND 1'LONG ER I HOUSING, Typ.)T AT ROLLER HOUSING(TYP.) 11 D.3T3'LINGo 5$IMON/ 3/16'ALUM. BUSHING W/A 0,150' POP RNETS. SANG TOP SECTION 0.500' I O IS"O.C. O.D.AND 0.243,Ld.AND I CONT.0. WEATHER 10.030" omr LONG BOTTOM SECTION 0.320'O.D.AND STRIPPING EA SIDE(M.) 02 (>�)d. ®t N.SEPARATION ®t 1 ro GUESS I1 (SEE SCHEDULE aH NM.S CLASS ON SHEET 13) ro 55 LA 71 Sly SCHEDULE f 0r I MIN.SEPARATION ON SHEET 13) ®t TO GLASS �i f3 1/4'0 a V TEK SCREW OR SEE SCHEDULE 1/40-20'•1•S.S.ms WITH (ON SHEET 13) / Or OPTIONAL RAM GUARD NUT O WASHER O (NON-STRUCTURAL) ALTERNATE 3/16•ALUM. I OPRONIL 100E wm POP Ram 0 5"O.C. I (NON-SLRUCRIRAL) AT REM. Q n .�-.. I Tj 5j ALTERNATE 3/16-ALUIL • 9 ALTE TIME LEG n APOP O 5'O.0 T REM ~ Ci,� s/1e•ALUM.POP RIVETS SON pp�FCRgN p v 9 O 10'O.G SOTH SIDES - (SEE SHEET 13) �J/18'ALUM.POP RIVETS '� -0 10'D.C.BOTH SIDES EDGE IF EDGE OF / / �'-' EQ• i. AP ///. �// �// SLAB IF J POURED CONCRETE APPLICABLE OdOfmm"Od REQUIRED ( SEE SHEET 13) E0. fA POURED CONCRETE / REQUIRED. POURED CONCRETE ODNNECTION Cs •MIN.ED. REQUIRED (SEE SHEET 13) •YIN.E.D. •MIN.F.D. •MN.E.D. TRAPPED MOUNTING INSTAL TION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 71 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE:N.T.S. ``1V1gEA LITr�ffgf/f�i n=M NUINO CODE(Hlph t Non HDh VNE)OOAr XYrtrGmLD zau) NOTE COMBINATION OF cEC7TONSCOMBINATI�N OF * ��� \\C NSF•'•. �_ ® 0 m O INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 'PAWN M E.D. = EDGE DISTANCE 1- MOUNI7NG SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 0.44167 7/10/2020 IN ANY WAY TO sufT ANY INSTALLATION. FOLDING SHUTTER CORP. OATS TE57M0 A ENGINEERING COMPANY I/E1 EMRIDI 11111Q 10110 JR.6Y0 7�7 STATE OF ,m R>b m a oaE•M"-n mIm ��y'�I 1� 20-190 :(lmlfll-TEED.r.pmlrn-1m1 t SEE LIMITATIONS FOR©ON SHEET 2 �$�O,i ,FL0 R10P•� �G-00671fI LH»m n.rdmOmmr,ea.AM+1 auxMO N. a ``� WALTER A TILLfT&P.E. A' m°r101 �•r m� _ 511Q1 7 OF 13 PEP.E SEAI/�bfr•�•�P FLORIDA La 1 N157 1 h- • - I - CoNciturE DDDD•f..x ° O)7m,Is DF,/ati TMmla X e friN TIA1E FORsomna ��DT►a IsF=SoaD1nL1 � /. (0) 4•.3/4'TOM same TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) :h d O.C.fnllan7Dewur. o 0 0 - - -- ----o 0 o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS "-WAN mm PER ST],mtu ------ 0 TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE , '/aB0°s'% ioc same o 0 0 o I SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM •r ac t!r w. TUBE TUBE TUBE 31a•s 3y3•D 14• y7L1/a•.UNc1N 60' 106.0' 13 8 m AUIY ANGLE / ODL1-m ALML ANGLE (ME s mnxw / lSm somX01 2'x4"zi/8' 96" 85.0" 17 10 ANGLE 7Nc7N VyP,) 144' 69.0' 13 8 ya• /S•L a 80" 117.0" 17 10 ]yY 1/a•.1F11CIM � (9E SaDA4E)ANGLE ®t Qt �t/Ya 2�X4�%1/4� 96� 110.0" 21 12 wx SPAN 7118E OymP 144" 91.0" 21 12 SPAN TUBE MOUNTING MCYA(ATN)N TYPICAL ELFE1/ATbN [TUBE AT TOP) 80" 109.0" 17 10 �"CLS•AT3 X 2'x5'x1/8' 96' 100.0' 21 12 *: 1 144' 1 81.0' 1 17 1 10 snw nm LD=i 0: 11 80" 124.0' 1 21 12 -M�mN 1T w• 2'x6"xl/B" 96' 114.0' 21 12 9r 144' 93.0' 21 12 � 3Sd•m Syr e t metes-ieawxAiW01E �1 rtaf/iyriElm111 *VAUD ALSO FOR SHUTTERS HEIGHT OABOVE&BELOW DOES NOT ONLY EX EID THE MAX.EN THE PRODUCT UIANTION OF AN (54E saaamq Ly� ' ESHOWN ON TABLE 1. YTABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) o TUBE MAXIMUM ALLOWABLE TUBEREO'D ANGLE NUMBER OF ANCHORS arOlt/a•7Fxsaer o ----- SIZE PRODUCT SPAN SPAN LENGTH Ell END PER END OF TUBE ' - ----- \ 5%V,THE Pill -�, �-XI 3�S•N•er 3%rw ML-0LMANG 60'efe]-m Al1DY � E) 76.0' 13 12 (O,/4•.413/v TOM sefmv smt sP,v�RD SPAN iI�PER Sa1mIA>: 2'z4"xl/8" 96" 60.0" 17 15 0000'Y.L AT OL.fafUWW1T. 7C13aD EaRFaIE M SmMMIAE) Artalaa Om'•I / 144' 48,0' 13 12 e aria (,�rP')(Z TYPICAL AT BOTrM 80" 67.0• 21 18 BAN TUBE YOUN?!NG IMMLLATION 2'x4'xl/4" 96' 79.0• 21 18 '/ gEC�pN 65.0' 21 18 A7 o�`S/aO MTU .T s:.•-ram•a Syr t/a. SPM n7r� 80'" 77.0' 17 15 Ulm txM3-m uw.MITI. 0+SCHEDULE) Dma 1/Y Tm. TAPCO(A)IOIIS N 1 aY ( I cryp.)(SANo�s 2'x5'x1/8' 96' 70.0' 21 18 �•)(sa soxDDmO t 144" 57.0' 17 15 / 80' 88.0" 21 18 pt 2'x6'xi/8' 1 96" 81.0' 21 18 z z _ / 144" 66.0' 21 1 B o 0 0 o b INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE i 1/4y a Me TDc soar 1 ) ®3Di o 0 0 0 0 0 OR GROUTED CONCRETE BLOCK WALL ------------- _ -SPANm61-mtAu�m>�,mt1E - SCALE:N.T.S. O O O O O O SPAN Tuff PER PamMAE MAX A.S.D.DESIGN PROMURE RATING-372.0 PSF ya'a Syr v S1i1!NLTI WG>- ]1.M1♦• rayt/a 78 CODE BUIlD ALIAL ANGLE tsE� PL01/��/ �11 1I10 h t Non(Flip Nigh Voletly FFulAoan�So11�) R �' .•"""••. ��i ®20201a1EC0 WG �t `.�Q;• �cENsF•••9Imo% TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °FAQ°b I POUREDCDWAMo` No.Aa1 s7 '. FOLDING SHUTTER CORP. "Dn020D I L E C O FYc. ' 71dE ldDCx OfN1 Rmum ]yr>r4y1/a• * 0!QIOINEFRNO COMPANY 180 MARTIN UlnU"M JL BLVD (s) O.3/a•Taa SCmy. Uum sos�m ALM u+u '�!7 AT oa tallonlDalNLy. (sa 9 ,a. ma xe'w.a m.xt-.. n S„m ,rFSF PALM 7sAc7L n al.aa 20-190 STATE OF ,�.Ir• n-,w, 7m feoo-eae av/ rnaD:UtrnOaeLmm IAnpAxxramn DPAWW No SP_A_N TUBE MOUNTING INSTALLATION %9 F Z CA-MG7111 �''ro t SEE LIMGATImS FOR®ON MEET 3 R.E. ' 'I a.•�� `` �` ROMA U.f 44167 �xr000l me ;r mnai _ g1[ET E OP 13- 1/{"r A 1 J/{' MN CO. TAKL,b/aMM-FLEX fX67M0 LASS ANCHORS O 1C O.C. 13) —==-- ____— /— EXISTING STRUCTURE STRUCTURE TURF (SEE SI¢Er,>) UCG 1 y+ a7Se'(719.) stRtIOnNaIURE J/er 710PAOm 9 R 3/1C POP RIYE15 OR a f'ENIE {}A 1/{•r.1 J/{• \ 1/{'a J/1•LEAS O (IYP.) / 1 \ ,e•o.C. 1 1 1 1 } / Ammits am E-F1m R 1 POP RAtTs 3 1 1 /o r oa� or t 1 or 1�t or �t or 1� WALL FACE I� END CONDITION 18 00.01 90.17 \ / 90.0 0.v / p ]/iS POP RI1'E75 OR 8 4 SH WIN �a+'a`J/{•ras o DEMOS Ilar� OR�5 OR EX.ENOOR) ®� EXTERIOR mMWE» 7N m 6�m.0 MOAN-FixN�7a�0ss oc iArT='ECR w �� 1 HORIZONTAL SECTION 20 °�°BAN[THUMB �a SPAN ( a RIVETS\ HORRONIAL SI=ON INTERIOR OR IN"ALam oR EXTERIOR) I ORR't%{�M *Lay VARY AT Ulff SAT AT TRIiPPFD A$fAU,A1016 ) ( /1 Yatit/r cow. TExs a 18•oc R7J i6 A�� 4 OR� TAEWN/aaTE-na HO% '-" t SEE UYRA M FOR @ ON SFIFBT 2 ANCHORS O 11P O.a ro TAPCON/a¢TE-FLEX SHO \3 / EXISTe1C SIIHICRI(E A CHORS O iH'as ro \ / EIOSTNO SnIUCTUE BUILD—OUT Damm S7°""URE ,Ir 2'12N N IXR. END CONDITION \ L@' N RWV Aum ANnE m. m. 3/18'PEP RM1fl1 OR,/{•,y{ TOLs oR LT ST NG slRVel RE ,µ•a J/�•sous w/ END LOCK ANGLE Alm a 1/2 oa END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HWRDNIX SECTION ONE LOCKING TUBE, PART I} SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH DMIOR OR �'ALUYpUY Fg7iT ANGLE SCREWS A AORn ro ONE INTERIOR CENTERPIECE 4 OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A 7NID(X)�e Jo'O.C.o CENTET&=O Y O.0 SP FOR ro 1ro• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oromµ �µT UP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCRs MAY BE INSTALLm A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTSM OR EXTERIOR) OF THE TIP A SQUARE, 0.475"xO.475"xO.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR O5 ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE -PTO SHOWN (1)PIECE, 1.375"LONG, WITH A 0.366•0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0.884" , (LEVERS W DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. , ` SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( )R 4 OROMR (5� SHOV ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORaONru SECTION FIDRIDA ILNL M CODE(Htph t Non Mph Velody Nwrloane Imn) END INSTALLATION DETAILS INTO CONCRETEP''��OE"sF .:: A�tOTM'EE'"c TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ;°*' CONCRETE BLOCK & WOOD (AS APPLICABLE = N°'4*16� 7TIL ECO mc. FOLDING SHUTTER CORP. "'°ATE _ DATE TESTINO t QNOIHQRINO COMPANY iQeX YMIeI IllTlml IONO Je.%ro STATE OF .Rs�]�,a a m rQaOA rA me,n a,. 11LET PAW e ]S ACH,M {O{ y 9•. :• Turr,OXapto-+mP.ti:em1An-,TOT RO l 071 20-190 �c•.F10RIOp ff-- r-R,N10 O'oeoL... r...E{WRp#"A4arpn lxuwem No SV\ wALTEA A TRUT h.P.E as r eLesm, am NR P.E.SE/�4( 6j�t`SS FLOWOA Lk-1 AuenNuu ANGIE su PERLC1IECTI s FlouNr MEET SECTION 4, r 6 A (2)3/16-POP RIVETS. 2'.2'.1/6• EACH LEG CF 2•.2• WNI A AMNN= ANGLE LEG MAY FACE _ AWAY INN OPENINQ WFlA76 TOWARDS O ANCHORS F7 Q RE=Rm TO MOST Ai a� m Y1 STRUCTIAIE d emn-armom PEN SECf g N 4,STEET a (2)3/1e•POP Ie.7EF Ev"LED OF Yd' ALTERNATE ; a- ANGLE , " SIMILAR AT HEAD PLAN VIEW A—A EXTERIOR ELEVATION AND SILL AND BOTH SIDE OF PRODUCT (2)t'1/4'r.3/4' i I'll, OPTIONAL SIDE ANGLE 7n5 OR 3/16•PCP 1 1/2••1 1/Y,1/e• o•-z- (MR SECTION 4.SHEET 6) R1YE75 PER ANaT TO WT AWOR T WA lRE h 7119E 11o1TOM OR I WALL(2 REOIIIRID) ET)1/4• TAPCON/ CRE7E IT AA1GlE AHGCRS FIE](m sua ® 1/4'4.1 3/4• 2 l 07 EOm PIECOR L ES MAY BE FLAT TAPCONS/CRETE-FLEX l 3/1e•POP PoVE.TS OR E10STNG STRIICNIE ' 1/4'.3/4•TENS 3 i e 12'or_ d 3 1/2-Eft. CORNER POST ISOMETRIC t MCE GP CONCRETE �4 � SLAB (TYP.AT TOP AND WITOM SIAM) Do POSES MAY BE MT 9 n ETA OR L END G TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION .• T � FIARDLI DURDM9 CODE(Nlph a Nan Hqh VNodlr NurrlDtma Tana) END INSTALLATION DETAILS INTO CONCRETE ='�� �° "SF ` °"`�°a'G TITAN If FOLDING IMPACT PROTECTIVE srsTEM au1FN By'i " CONCRETE BLOCK & WOOD (AS APPLICABLE) ' '1 .' * s� _ DATE 0 * *€ 1 L E C O i N�. FOLDING SHUTTER CORP. a,t /7 STATE OF G7T�LSTMO!EN'INEE "COMPANY 76t7 MABN Lunn IUA a aw ]w 0.tF.]N,YlRAIw aA.Oq n iwr WEB►AW6(ApE R 33404 F P,. �° pn-,A11 116t�0-Wi37t 20-790 ,�Oi .• C0R10 .-6.1:6.4mO..Lmn ...r.rt,6w+Nl.00m DRI1wm N. u-Go667tG ���,[��� YMLTER A .,PIE R .ter• For e.r P.E.gN/� )0•• p}�ql.••\ PLOMA if M167 ,r m n-o n F - stR'kT 94 of 13 fi 1N" WALL nNSIt OPTIONAL RAIN HOOD (NON-STRUCTURAL) Q QV v DW THICK Ss /10.3'S.S.5.US.W/1/2'0 I3/4' WALL�� .7i ROLLER F9W15DKi LONG NYLON BUSHINGS(Typ.TOP) CONNECTION 02 AND 1-LONG(Typ,tror ..3,NCEII AT ROLLER HOUSING(TYP.) 'J: `4--, 0.060'THICK 55.ROLLER HOUSING oPnCNAL RAIN HOOD 11 (NON-smicniRAL) 1 rc� 6 2W CONE.16'000 HEADER REO'D. I /10 a S'SS.&US.W/ S/16'ALUM.POP 0.1'r LONG NYLON RNETS,a Ir O.C. BUSHING W/A 0.15D' CONNECTION C LONG TOP SECTION 0.500' 'T�•o.D.AND 0.245'Ld.AND ULTRAFA9 0.225'LONG BOTTOM WEATHER f or (:} 1 SECTION 10 20'O.D.AND STRIPPING 0.243' d. SIDE(TYP.) (.. ®t _z .,>•:T' (IYPJ W S/16'ALUM.POP RNETS,a 1B•O.C. VV 1 ION.SLPARATION I •.•Y0L SEPARATION TO GLASS 25,4'CONT.WOOD TO or a (SEE SCHEDULE f Or HEADER RE0'D. (SEE LE f or ON sHEEr 13) ®t ON SHEETHEET 1]] ®T 2•14'CONE WOOD PLATE RE0'D. I ` 1 WALL FACE MOUNTING INSTALLATION S SECTION 2W(TOP) GDlemm°'CI WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD O\\\\\1PP,LTILL�''''G, FLOMDA,BUILDING CODE t SEE LIYRATIONS FOR®ON SHEET 2 (Hlplt i Nan Fltph Vdoalf)r Nery(Gam Zone) 02020 TIL OTC. ��P;•'��OENS�c'•• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWNa'= NOTE FOR COMBINATION OF SECTIONS: z D.4067 .� 7/10/2020 BE FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO � IL E C O�Nc. FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL IN MOUNTING SECTIONS CAN AI COMBINED * TESTING a QTOMELLINa COMMNY tROz YAlm Lunnut MIND JIL VLVD IN ANY WAY TO SUIT ANY INSTALLATION. .C7 STATE OF „tl,e,.m.m,rwu,u p„®,•n a1,a WLTn HAW fAb►!L nstG1 nI,taoo-w-LMTL 20-190 •.FLOR��P•'� w 000tm�ooL�o ...ram DRAWING Lro �,,��''� WALTER A TLi7T Jr.P.E rm rR un.r n®,s P.E.SFwy��/' l \\\\\ NENU011 L, "167 �n n-rt A - SI[ET 70 GI 15 1/4'0 a 3/4'TICKS SCREW OR 1/1'a 3/4• Itars w/Hus a tASNER o 6 o.RL 416• )STRlICR1RAl.AOWUACY OF EXISTING WOOD BEAM TOTERED CERTIFIED BY BE WALL FINISH o.oeD'HOCK S.S. t SEE LIMITATIONS FOR®ON SHEET 2 TO IN GEER OR ARCHITECT NPRIOR ROLLER HOUSING 2'a4' CONNECTION C4 CONT. ,OPTIONAL RAIN HMO NOTE FOR COMBINATION OF SECTIONS: WOOD. ED. E0. (NON-STRUCTURAL) R MOUNTING SECTIONS CAN BE COMBINED �qN cs EOTL /10a3'S.S.5.5 S.M.S.SS.MS W/I/2's a3/4' LONG NYLON BUSHINGS(Typ TOP) IIN ANY WAY TO SUIT ANY INSTALlA710N. AND I'TONG ITyp.BOTTOM.EXCEPT AT AT ROLLER HOUSING(IYP.) aQ� RAIN HOOD �(HDN-SIRUC7URN) 1-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO (2)NYLON BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL may- ___ 1 I I II I i ii fr TT ji 3/16•ALUM. 0.373'LONG POP RNETS. a BUSHING W/A D 150l LONG TOP SECTION NYLON I 3/18'ALUM. ALTERNATE LEG O 16'O.C. 0.500 O.D.AND 0245'Ld.AND D.223'LOW POP RTrE75. LOCATION CONi. fX1iTON BECKON OJ20'O.D.AND 0145'Ld. (SEE NOTE•) 0.163'a.O.2TD a0.03D' O 16.O.C. SLLIR�OA SD I (tYP,) MIN. CLASS I . ro cEE HED ULE �') I / or®t � (ON Sim 13) I � �or 0t�3 EPARATION b ro GLASS LASS I 0 IN.SEPARATION �! (STI 5,]IIDLXE ro GLASS Df ON SHEET 13) 1 or (SEE SCHEDULE ®t �i IGyL ON SHEET ) HI or t ALTERNATE 3/18'ALUM Or ® t tRNATE LEG OPTIONAL I GUARD POP RVETS O 5'D.C. i-IT, r�=,, - SEE NOTE•) �-�� I MJ ALTERNATE ION AT REAP LATE LEG I ,I LL JJ II _ (SEE NOTE `I I ALTERNATE 3/18• r , O.C.AT REAR. 1. 2CONL-�j� F-_4.J-----T-� I I �p n i '•'t. .,+ -r.-� I O 8 3 • �WOOD `I I 1 Ij ^ 9 PLATE I I O t'.'. 3/18'ARM.POP RVETS I 9 REO'D. fa @ 10'O.C.BDTl1 SIDES S 3 �j , `fit Q S/16'ALUM.POP RIVETS O.C.BOTH SIDES _ 2•a8'MIN.WOW O. W EO DECK REQUITED w S 2.4'CONT. I 0 a 3/4-TESLS SCREW (NO FINISH ALLOWED) t 3/4'TEKS SCREW WOOD PLATE 11` I OR 1//4'a 3/4'BOLTS W/NUTS w/S/8'WASNFA OR REWD. l`` 1 h Bj6'WASHER @ 6'O.C. COIRMICN 05 1/4 a 3/4'BO115 W/NUTS A: f11 I CO,NECTICN C4 1} 1 BIB'wJ5 ffR O 4'O.C. T11 �e Y MN.ED. Y NRL E.G.— q+' — CN ELT C3 WALL FINISH NISH BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION - SECTION 7W SECTION 4W SECTION 4AW (BOTTOM)„ IA,AA \•�ERP:T)CC/lJ�•,,, FLOWDA RIRIDING CODE(Mph t Non 10ph WOODY NMTrla07n Zang) NOTE W•ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ��;'•\�\ ®2m T07ECo TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ff" WP No.44i 67 ,/10/30 INSTALLATIONS DETAILS INTO WOOD * = IL Eco�„1. FOLDING SNUrB CORP. lan 1812 IDITLIN L171NOL KING JR.aw SCALE N.T.S. S?ATE OF TEsnNo!ENGNCOIINo COMPANY WMf PAW I1GC14 iL=0I '7( aoA Oor tv°°4 n aIn1L7-180 -,6n. TIN,t bvo dt-HUTt 0,�:•._•ROA1.•.��`\ .-man:MIOM@am.a0m ,...a.MMo.ua6....m 6HIAWHNa Ilo WAR AST,,Jr. ,X a•r o�ei O n.r mnw m[ P.E. r111111111H1P\\\\\ FLORIDA U.144167 7 au n.a a . II N.SEPARATION To VUSS T (SEE SCHEDULE MIN. RA Or t ON SHEET 13) TO SCHEDULE �} {y � GLASS (ON 113 Y YI Or® 4r7 OPOOHPL RAIN GUARD I (NON—STRUCTURAL) POP Ri 1/4•I w 1'7E7( I ALiQdL1TE J/16'ALU SCREW OR 1/M-20-.1- R O s"OD. EAR.AT R S.S.MS WITH NUT&I 9 WASHER O 4'O.C. n 3/leALUM.POP DETS n O 10'O.C.BTH O SIDES EDGE OF SLAB r IF APPLICABLE _ EDGE OF SLAB l D'A4PLIG8LE ANC OR LOCATION (SEE NOTE• 0 S -- DECK MIN.W000 _I DECK REOUIF@D (NO FINISH AILDYlED) CONHEMM GIs EDGE OF 2'MN.E.D. SUB IF EDGE OF Y MN.E.D. APPLICABLE SLAB IF APPLICABLE t SEE LIMRATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _ SECTION 78W (BOTTOM) 1'MN.ED. 1'MIN.ED. NT1TF FOR C-01ABINA1tON OF SECTIONS: 2'w6•MN.WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK REOUIRm (NO FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTAIU110N. MN.SEPARATION 2'w4'COM.WOOD TO GLASS FLOOR MOUNTING INSTALLATION MTE REO'D. (NoMt �SHEE�E SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO a� BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH 3 or (3)5/16'a LAG 2' 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN ®t o y PENETRATION W/2 1/2'MN. - �-ED. PRESSURE RATING&SPANS 4'w ow. b EE SCREWS W1 AT 21 MIN. e0&1-ie CWO. (2')OF RAFIER/TRUSSES W AWMNW TUBE 1/4'z4'(6053-T6)RAT �. �— 1RUSSPS 0R EXISTING 2X WOODAFTER 2'A4•MN.WOOD S RATE W/1/4 G wt"lIX 571AS O 1e'O.C. BCREIYS O G. AT 24'O.C.MAX. C. Y!@1 �j BE7 TRUSSEES OR Do- 'S00• {1 (6OTS3-T _.�.( MlE W/1/4Y wle)•11ATEKT (2)1/4'e TAPCON OR 1/4Y CRETE-FLDI SCREWS O 4'O.C.IN ANCHORS OL F14 NOS WOOD SCREWS OR 1/4b ' 8 BETWEEN TRUSSES EOCE(IF APPLICABLE) NOS UD SCREWS AT M]DWIOTH OF EA STUD W/ .' 2 112E Mb.THREADED PENEIRAZON(MID WOOD STUD 1/410■J/1'TEK (RO 1/4'VAX.PLYWDOD•E7L6TNG SOFFIT �NYLON • EQ. SCREW OR i/C-20 z 314E �flo<8 55.S.M.S.W/1/2'4.3/C LAND , SS tXri0 W/NUB& 0.e53'�(ttPJ 1 NYLON BU51WJ05(Tjp.TOP)AND 1'LONG 1/4' z 314E IEX WASHER O e'O.C. I 9 C (Typ.'OTTOEQ.EXCEPT AT ROLLER HOUSING SCREW O e•O.C. f10.!'S.S.S.U.S.W/ d (ryp MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373•LONG NYLON BUSHING SECTION so' INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG lOP SECTION O.eOD' 0.193'w0270- D.D.AND 0.245E i AND z0.o30' MAX.A S.D. DESIGN PRESSURE RATING= +60.0. -60.0 PSf 0223E LOND BOROM� W11,sEPM1ATXXi ULTRAFAB INTO WOOD SECTION 0.320E O.D.AND To GLASS wFATHEIt T q ,11µL1gNlNrnrry& FWl=NIUM CODE(IDph t Non Nlph Volooly Hurdme Zone) 0245'Ld (SEE SCHEDULE STRIPPING EA or®1 0 SCALE : N.T.S. (IYP.) ON SHEET 13) l SIDE(1YP.) �.•�P, •.•'••..,�j� o2m n�INC.• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "Ane r I ��CENs�'.,� MP 4167 I L E C 0-wc, FOLDING SHUTTER CORP. 7/CATE HEADER TO TRUSS MOUNTING INSTALLATION * 17tUF TESTING!ENONIEEONO COMPANY teIt2IIAWON umTDI OLO EL lw ATE e@1 v ten.Ts.Th 7oR`twau cuoOO,a StIC! T► FI•>HG 20-180 SECTION SW (TOP) 9 ; ♦w,(FWrt-R➢D.iL.1�M0-,y, rLL„ ' STATE OF = rtp E MB719 Lmm m./wew nnMHa.eom PAWING Nn ,r :'�: rA-0D0e7ts MAX. A.S.D. DESIGN PRESSURE RATING +GO.O, -60.0 PSF tE WALTER A.77T6L1UJTT Jr.P.E. P.�i�•DA��1�w� flDWOA lk.f 44167 aw Irm 4 - _ 51RET 12 OF 13 MAXIMUM WIND PRESSURE (n e.f.l CONNECTION CAPAC17Y SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) 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) mm Mr SUMS SEAM A MNt AUj,,XE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE mtmmP P0SffWE taqIWE CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR ^RESS"M PRE •"070M TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.«1 h-1 I TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 PSI 144.0" 144' 180 lb ft A B C A C E A C F 60.0" 60' BB Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 PSI 100.0 100" 146 Ib ft C1 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 9 17 LB Fi - 388 LB FT - 134 LB FT 144" 144' 210 lb/ft 12 3B7 LB/FT - 3 LB/FT LB/FT 166 FT 142 LB 271 LB FT 347 Fi 461 LB/FT - - 202 LB FT 60.0 60" 100 lb ft C2 9 1456 LB FT - 362 LB FT 250 LB FT 190 LB/FT 310 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 1 443 FT C2 -40 psf 0 6 525 LB/FT - 419 LB/FT 312 L FT 28L 353LB FT LB 362 LB/FT - 190 LB/FT 144' lb/ft 9 390 LB/FT - 309 LB/Fi 157 LB/FT 134 LB FT 257.LB FT 329 LB 6 502 LB/FT - 419 LB/Fi - 285 LB/Fr 60.0D.0' 60.0' 115 115 lb/ft / / /Fi 80.0" 80.0" 154 lb/ft C3 6 496 LB/FT - 375 LB/FT 23B LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 P 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 C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0' 115.0" 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144' 144' 276 lb ft C4 6 592 LB/FT - 448 LB/FT 235 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/Ff_ 134 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 lb/ft 281 LB/Fi - 81 LB FT 83 LB 3 912 LB Fi - 682 LB/FT - 364 LB 50 psf 100.0" 100.0' 208 Ib ft / /Fi 743-LB/FT 103 LS/FT / /FT 120.0" 120.0' 250 Ib ft C5 6 21 LB/FT - 334 LB/FT 22 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT 144" 140` 300 Ib ft 843 LB/FT - 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LB/Fr 60.D" 60.0" 138 Ib ft _ 273 LB/FT 325 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0' 81.0" 187 Ib ft C6 6 10 LB/FT 487 LB 323 LB/FT - - 207 LB/Fi 153 LB/FT 9 221 LE/FT 251 LB/FT 215 LB/FT - 55 psf 100.0' 100.0' 229 lb/ft 822 LB/FT 975 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0' 120.0' 275 lb/ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT - - 137' 134' 330 Ib ft 60.0' 60.0" 150 lb/ft ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT. 183 LB/FT - - BO.O' 80.0" 2 - - - - - _ 305 LBO 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0' 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/Fi - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 775.0' 715.0' CB 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 9.0 128" 346 lb/ft it 6 982 LB/FT 1194 LB/FT 819 1-- - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" 59.0' 65 psf 92.0" 92.0' 249 Ib ft 100.0' 100.0' MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE RSEE GENERAL NOTE C.2 ON SHEET 1 12 6' 123' 360 Ib ft 60.0" 60.0' 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 lb/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOC WOOD STEEL CONC.C.BLOCK WOOD STEEL 121" 118" 374 lb/ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0 59.0" 187 lb ft ZONE 1.2.3 ZONE 4 A 1/4.0 TAPCON W/ADVANCED 3.50' 2.50" R N/A 4.00" 4.00' N/A N/A 75 psf 100.0" 100.0` 313 lb/ft 5,-10' THREADFORM TECHNOLOGY 387 Ib 117' 114' ft AS LESS 2 1/2" 1' 2 5/8' 80 psf 113" 111- 400 lb/ft ft B 1/4` fl x 3/4' SOLID SET 3.50' 3.50' N/A N/A 3.00' 3.00' N/A N/A 90 psi 107" 104' 424 lb/ft >5'-10" 10D psf 1 101" 1 99" 447 lb/ft 2 5/8'+ 1' 2 3/4"+ C 1 4 110 psf 94' 90' 468 lb/ft TO 8'-3' /' 0 CRETE-FLEX 3.00' 3.00' R N/A 3.00' 3.00' N/A N/A 120 psf 87' 82' 484 Ib ft >B'-3" E 1/4' 0 ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A �N/A" 730psf 80" 76" 483 Ib ft ' " 3 1/2' 1 3 5/8' TEK SCREWS140 psf 74" 70" 484 Ib It 114 NOS WOOD SCREWS OR 150 psf 69" 66" 483 Ib ft F1 4" NDS LAG SCREWS N/A N/A R N/A N/A N/A 2.00' 160 psf 65" 62' 483 lb/ft AS DEFINED BY ASTM E-1996 STANDARD. &NOTESt + EXCEPT THAT 3 5/8" SHALL BE USED 17111L111L1F1FF1 FUMM M DM CODE(Wgh t Non 10ph Vila-MF X111TLaon0 Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `��'�� •••••••./Td�� 0Y020 m'ECO roc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Bw GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4. 4A & 7A. .``Q• ENS "p L-:MAX.ALLOWABLE PRODUCT SPAN FORA `v:'••��C F GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 7/10/2= RATING. o.44167 IL E C O�Ne. FOLDING SHUTTER CORP. DATE_ nNAL MAXIMUM ALLOWABLE PRODUCT SPAN IS NR TWFINO III:ENDINEERINO COMPANY 1002 MARTIN LUTM IOND JR RVD * .mA x a.s;lOnew worms a alle 1FOT PALM KACR.7L 33104 20-180 EQUAL TO THE I'L+"A DEL-".INm PROIri1CT z �m g Ntmopaa,�-191 �fo1800-443-1112171 Mf pmdt - "AWING Nc SPAN BETWEEN 1+'AND"L-'. -o'•, STATE OF CA-0pp5710 _ P.E. ` 'R7........C•i``� FLORIDA Uc 1 44107 0.nyEt ra - mt SHOIT 13 OF 13