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Search dProduct.r� .�1Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail " FL# ZEI) •y Application Type a Code Version 2014 Application Status Approved r L 1: C jp� IyI Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERTAND.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=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 9/21/2017 v ionaa tjunaing L oae unnne rage z oI z Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Date Revised 08/17/2017 Summary of Products FL# Mo 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 Useallation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014. df Impact Resistant:Yes ed By: Walter A.Tillit Jr.,P.E.PE 44167 Design Pressure:+160/-160 Create Th'r Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.1)df Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,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 here. Product Approval Accepts: Cl ® El M Crede,Card Safe https://flondabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r l Z... 9/21/2017 GE ERAL NOTES: 1. TITAN 11 FOLDING IMPACT PROTECTIVE SSTDA 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 INSTATED AT MGH VELOCITY HURRMANE ZONES(!MQ)AND OUT OF THEM (NWAM. - 1/4'•TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'A CRETE-FLEX.AS MANUFACTURED BY TIW/BI.IILDEX, INC& ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR / 14 NOS WOOD SCREWS OR 1/4'•NDS LAC SCREWS. DESIGN WIND LOADS STALL BE DETERMINED AS PER SECTIONS 1620"IM& 16M(NHVNZ)OF THE ABOVE MENnONED 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 7-10 AND SHAT NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. N ORDER TO VERIFY THE ABOVE COFIDITIM ULTIMATE DFSING WIND LOA05 DETERMINED PER ASCE 7_10 SMALL BE F1t5T C.1) MINIMUM THREADED PENETRATION OF 1/4'•TAPCON OR 1/4'0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR REDUCED 10 ASD.CUM WIND LOADS BY MU1.7PLYNG THEO BY 0.6 M ORDER TO C016'ATE THESE W/MAX(AS.D.) 1/4'0 NOS LAC SCREWS INTO THE WOOD FRAME UNIT sNW_L BE 1 1/2•FOR CI THRU C4 AND C6 THRU C6 OESIOI)PRESSURE RATIM 04WAM 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 X INCREASE IN C.2 MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1 4 0 ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION ) / CRETE-FLEX OR 014 NDS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 1HRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS ISM&1609.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WA1,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-207, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE, FY-33 KSI(MIN.) MATERIAL FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE+ 10 It Y. 410-14T MINIMUM SERIES W/ 173.6 k9i YIELD -1/4'0 ITW BUILDEX TEK SCREWS,W/ FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS Nom, MANUFACTURED BY WHITFORD Co. BOX 507.WEST CHESTER PA. 19381, 3,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TET(SCREW 1•. FOR 6083-TIS ALLOY AT STATS SHAT BE Fy=25.9 loli. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 loll YIELD STRENGTH AND 90 bl TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TTW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.AL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR S. BOLTS TO BE ASIA A-307 GALVANIZED STEEL. OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE 6.ANCHORS M WALT.SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOOC6 (A) TO EXISTING POURED CONCRETE: 1p,PRODUCT MANUFACTURER'S LABE7.SERAIL BE LOCATED ON A READILY V151<X.E LOCATION AT PRODUCT IN ACCORDANCE - 1/4.0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN. Fe-3192 psi. WITH SECTION 1710.6.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MM. f c-3000 psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Fc-3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHAT COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY TMS ENGINEER S GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(EDN SIWl BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/67 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT EASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAINED ON THIS DOCUMENT.CONSTRUCTION SAFER!AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) TMS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE. (D) SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A PROJECT REND WHO WILL ES ARCHITECT WINCH WILL BECOME THE ENGINEER OF RECORD(E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER• SWILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDEX.INC. (E) THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES., 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 fi.ORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. ,"ppH111NHpAAA A. T/Z FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT.NO L EMBEDMENT I/ SWIINOUSED SHALL BE 1 1/2•LONG ;•'�,�CENSF:'•.�9�'� mmis nTEco C. OAARR&I MINIMUM SHOULD STUCCO EXIST AND I MINIMUM FOR WALLSWITH STUCCO. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, O3po/ts ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE .k - 7L ECOV A c. FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 9.1 &B.2 ABOVE. _ 3 *; 11Llfi TESTING Q CNGINEERING COMPANY TOM IIE715I . RAJ; saes ra ase.a.w>v.svarr,esmoGs n.vGm wFST PALM 10.Gn1,4 33413 15-014 �, Q rn..:T%11-Gvo PH:IAAO-Nw-6,At l;tlncorleol.00m -whl6gAlwlbruorn DOMING No 0,"A RIOP` .•'Q�'.�`� - Ee-oo06719 WALTER A TKUT JG.P.E. v ,e TE RORIW Lie.1 44,67 Awn ~ SHEET 1 OF 13 3000•-- 3010• 1.3100' $ l� ( o } I.AIS• zse7•-- 2 4606,3—T6 U75- ibA�S©63�OY ® SLAT WINDOW ©L—END ' EXTERIOR(TUSED FOR ALL INSTA IONS 6063-T6 ALLOY 6063-T5 ALLOY NY I PERFORA PER (TO BE USED ONLY FOR INSTALLATIONS INTERIOR ALLOY DETAIL ON 5 JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 606J-76 ALLOY SEE COMPONENTS 20, 21 &22 ON y5 SHEFT J.) 16eJ• .Of• --anY— zIJY ze3e' to/1• ----Sl .rlo" _ .ea• LOe _ R �r 8 .rro• � _ A by = .mr• �• neer .ovs• 1__. V .eef• .�_ moo. - ens' .aT Alfa• `^ ie)Y © 2" MAX. B.O. ® iy,� HEADER � CEILING HEADER � BOTTOM SILL TRACK lb BOTTOM TRACK ADAPTER 6063-T5 ALLOY S,A+L +i� 11L[iCK 6063-T5 ALLOY 6063-T6 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY .300• zsee• � COMPONENT a t1 Q o Q 2• 5'MNL. 0.125' 0.125• N a .oer• ~ -� ® 2• 4'MAX- 0.25' 0.25" �_ $ oes• ~� 1• 2-MAX. 0.062• 0.052' f.e.e• DI ALT BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD � � ALUMINUM ANGLES ® RAIN HOOD 6063-T5 ALLOY 606J-T6 ALLOY 6063-76 ALLOY 6063-T6 ALLOY NS '� COMPONENTS � ` "r00 ```1 (161U��8. = 1•• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zane) .Gsz•--� ``'� ,•........... r/ ' 010,5 TRTECO,MQ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RA1A'Be .\Q�'•' E .3 .1,73 �3 �.\� F _ ,,�. , © a"0-16 ACETAL :aw- _ = „L,E C 0.,c. FOUM CORP. a1Y,oF,S ® LOCKING TUBES TILL,1 TES'h t ENGINEERING COMPANY �� 7t P flE'lWACKT RACE FOR 1/�UMBSyCR/SEWS AT CENTERPIECE CORNER POST *A�� �€�F L�_ "°e"�:.'°" �f PALM�AGII,0.SJI,J 15-014 L•VR�OG�i�) :(Sm11„-,3n.....I.ml7,_,m, RF.,606-6,35_,377, 5063-T6 ALLOY Q. EB-0005ilol.COm b�"'”`M0 WIII.TEA A.il1R h.P.E. ''''•��.f'•`3e SIP(A FLORIDA T /14167 F, 5t1EE1 1 OT,] s4111d IP111111 I ; 1 1rf1,A v (J)Rows aF ' '�urror� 1O 1/4'I HOLES ' FA SPACED ' 1 r--- ---� TABLE 1: SOURCES FOR & 1 V O JIB'MART , LIP EACH SIDE O O AV BOTH WNOOW(SEE TABLE 1) OPTIONS 0000 DIRECTIONS. y.� ; SrANDIVID BOER SAW x SLITS i 00 ; SLATS TAwJ ala 1TPA'.M F7POPEA/1E5REFFRIETICE TERGAL/SCIENCE MASTIC TIEf KNUCKLE OOO )M12C LLCAMRRmcN JI LEzw 10 MSN (Tm) OppO ; 20 a>rslce� 00p j i l�'Wfl4G SPECIFIC GRAVITY ASTM D792 0.043 b/hi 0.043 m/IW 000 �_-- ___J IYWOOW AIE�l6t�6L O p o TENSAE`HELD STRENGTH ASN Dsm 9.400 P...I. 9,600 0...1. no A sen. a' 4;0� FLEXURAL sTRET+cTl1 AT rIO.D ASN 0790 12.500 v.>_I. 13,400 P.A. FUMIRAL MODULUS ASM 0790 340.000 P-1. 345.000 R.J. pp I T ( SA14P-IN END IMPACT: O iQUO CLIP TOP/A7TRbM NED IZOD ASN 0256 18 FT-1n/in 17 FT-M/I,, VI 1,000- 2 OF WINDOW laCz z0 3 Ft ,TERfSTIC& AUX. i U i eZ (SEE TABLE 2) SMOKE DENSITY ASTM D2643 47.2 s 64.5 R MAX 2 RATE OF BURNING ASTM 0635 C-1 CLASS C-I CLASS az � ' 1A SELF IGNTIM ASTM MITZI 1040 T 900'F at sisurWFNDow � SLAT WINDOW 0.060'THICK �e4sTtma ASTM 0155 ' POLYCARBOAN7E VIETWNG TENSILF STRENGTH MER WEATHERING ASTM 636 9302 PSJ. 8840 P.J. V 2 4 i WAVDOw(SEE TABLE r) TFHSRE STRESS BEFORE WEATHERING ASTM 63e 6a61 v..a. e880 W A P..i. 2 1.000 i �MtX (2)W AIDD05 MAY BE IN ONE SLAT SPACED A ANTIMUM OF 24'MART. WRIT T2'MM.FROM Fi m N ENDS OF SLAT TOP&BOTTOM. ®JUT INCEST INSTALLED AaAACENr TABLE 7: SOURCES FOR nAr ' TO CENTERPIECES 4 OR r NOR AT CORNERS OF PRODUCT. STAACMM MASTER TOOL COMFwY ar su , IYPKK PROPERTIES REFEREMC£ BUCK NnON PARI 000 r--- ----, ® ,SUT IIIwow DETAIL 12051" 00 0 (El"ATION') I 2U . 000 SPECIFIC ASN D722 0.042 ID/M1" suis hI ) Opo iSLAT'S WE*M y r 0.010' 11920 A. 0 TENSILE GEL D STRENGTH ASN D68 11.500 P.1 NFLEXURAL STRENGTH AT YID ASTM 0790 16.DOD P•.A. 000 (J)ROWS of $ Paso' FlFJn1RRA1 MODULUS ASN 0790 150.000 i. P.•. 000 i 1/4''HOLES F B1PeGL' I _pp0 £A SPACED L____ _._J aa'°' NOTCHED IZOD ASTM D256 0.8 FT-ro/Ia I /B-APARTzDMx araauce dl_.�_ BOTHtureDT w moe DIRECTIONS. i mPe I��/�r/jp }� y*��. �r�T}� COEFFICIENT OF THERMAL EXPANSION ASN D696 6.5 s 10 in/M=F 21 lJ © SNA —lf♦ EM liLlr �N IT MPERATURE ASTW X3418 �F Eris Fri ® ,SAT WINDOW ELEVATION TO BE USED AS AN OP770M FOR ALL AVSTAUAPONS UNDER LARGE MISSILE. MAY INCLUDE PERFORATIONS AS PER THIS MrA2 TYPICAL 14 SLAT WINDOW DETAILS -MMX. (2) Y5 ANY BE ONE)IAT SPACED W/ VIEWING WINDOW & 21 0) CLIPS MIN. 24 MARTRT(ACV. NA EVERY 100 SIA T5)- TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1)SLAT WINDOW ELEVATION T .LARGE MISSILE IMPACT) )`) I/il FLORIDA BUILDING CODE (High x Non High Velocity Hurricane Zone) 1/9y; 02015 TILTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWNi 1 L E C O EMc. FOLDING SHUTTER CORP. DATE a TTLUT TEMNO t ENGINEERING COMPANY 7069 NO6'IREET PLACE WEST PNM 6FiH.643 6 3xu 1 5-014 * ATE QF f.e"1.%1sT.. c ofM 1-tan al 1800-e4J nTn E tll.eo0ad.mmD9AWM0 Ne .p [ EB-0TKI ff ..r1 WALTER A 0067..P.C. FLORIDA Lia/44167 .V'v'" fn 611[EE J Oi 1J \ f 1 2 3 4 4A 5 6 7 A B ®, ®+ A A { � 2orW/ 13 ,16 , 1� OR 19 4 oR 5 8 (2 w w a O (2) AT W. 15 � � 2 ♦ NOTES ON�& LOCKING TUBES �>�AT 4O& O.C. OR PANS �. rn J UP TO 99 0 1. TWO (2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED x AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER 3 0 USE (3) AT 3R O.C. SPANS SPACED AT 30" D.C. AT MIDSPAN. COMPONENT MAY BE = p FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPED HTERPIECES Q "� THAN 99' UP TO 144" ©OR 5�. LOCATION OF ®SHALL BE AS SHOWN ON TYPICAL ELEVATION. K a 2. (2) LOCKING TUBE S SHA ALWAYS BE USED TOP d BOTTOM AT PRODUCTS CENTERPIECE ED W4 LEVERS AS SHOWNON SHEET 9 INSTALLATIONS. 0CKING TUBES SHALLE x 18 (2 5 OR 1 t T SEE LIMITATIONS FOR®ON SHEE 2 i 1 SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT. FCR �f�\ O O+ 1.3 ,O+ C6 ,®+ (f� , CONCRETE, CONCRETE BLOCK OR WOOD INSTALLATIONS. 9 + 10 9 + 10 + 1 9 + 11 'NLIMITED WIDTH TYPICAL ELEVATION 46 N. T. S. ,F NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6_ SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS 1W & 2W ON 10. SEE SECTIONS 4W, 4AW & 7WHONTSHEET 11. `�.� PP�TIL(j"J.,, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 79W, BW_& 14W ON SHEET 12. \\ F 02015 ECG W.TILT . TITAN R FOLDING IMPACT PROTECTIVE SYSTEM C. ` 4167 FOLDING SH ER CORP. 03DATE �L EC _ �/Nc. ,Mrz P TILLIT TESTMG&ENGINEERING COMVNY 7 ACKT RAS wFst I W�a21 rt 33413 15-014 Freft„Iro eu-en, a:nu.eoeoa.a,.: ....Ta,awr,Ia.,,Lee„ GRAweIa Ne WILIER A PILR Jr.F.E. // t rtaRa.Lk./u,67 POURED CONCRETE OR CONCRETE BLOCK w _ EV51ING NON OPTIONAL RNN HOOD �- ( -STRUCTURAL)D REWIRED.CONCRETE TRIM(DECORATNE STRUCTURAL WALL OOEBIQ.'110N C / 0.060. MN ACH S.S (NON-STRUCTURAL) (SEE SHEET 13) 'ROLIER HOUSING 1UtN. 2500•MIN. MPT. E.D. i OPTIONAL (2)NYLON _ 001MIC 10w C2 j RAINHOOD ROUF36 (SEE SHEET 13) . II (NON•STRUCRIRAQ /10.3' S.N.S. S.S.SW/ c g I CJ 0.373•LONG NYLON - 3/16•ALW. W 3/16•ALUM.POP RN TS. BUSHING N/A 0.130' GOUT. POP RNET9. / / O 18'O.C. I _ LONG TOP SECTION 0.300• I (2.54• MAX.) _�• 0.16Sr0.270• w 18'O.C. 1/C•RW BULDE% t O.D.AND 0.24"fA.AND .0.030• TAPCON W/ADVANCED _ 0.223•LONG BOTTOM UUhAFAe THRFADFOFW TECHNOLOGY SECTION 0.320.OD AND WEATHER I MIN.SEPARATION POURED CONCRETE— TO GLA55 .. OR 1/4.1 ELC0 02x5'Ld STRIPPN/G EA 1/l'I r t'TET(— .) SIDE •) OR CONCRETE BLOCK (SEE SCIILIXILE Or CONSTRUCTION PRODUCTS I SO"OR 1/41•-20'11• 3/16•ALUM. Or WALL REOURED. ON SHEET 13) W CRETE�lDG W/1.3/4' I S.S.NS WTi1i NUT A POP MALUM i ®t W MN.EMBEdEHT w 6 O.C. I WASHER w 4.O.G. O 1B•O.C. ' ort YDu �` POURED CONCRCLO I `� QR CONCRETE BLOCK MN.SEPARATION SI Of WALL REOUIRETO D. or �(So�SHEET 3j - t 6 ®t ---r-- L,a W W.SEPARATION b 1 3 �. I TO CLASS POURED CONCRETE -1 h '�—(ON HEFTSCHE13E'— OR CONCRETE BLOCK _ I ON SHEET 13) « WALL REOUEGED. - - G QCONT1/4'A O1.(SEE 9CREW 1"-20%1 ®t r z g I S5.NS 1EI111 NUT IE WASHER a 4'O.C. /10x3'S.S.S.M.s.W/1/2'0 1/4'•RW PURDEX F _. TAIlePCON IT ADAWCFD 1•LONG NYLON BUSWRGS THREADORM TECHNOLOGY I ? 00Na"G"c 'ate• EX EPT WALL FACE MOUNTING INSTALLATION CONSTRUOR VION`P,EDB�� SEE SHEET IJ) % LONG(Typ.70P),EXCEPT AT CRETE-FUER w/1 3/4' I (. SECTION 2 MIN EMBEDMENT a B'as I (2•x4•MM) WALL FACE MOUNTING INSTALLATION a A,aaR SECTION_ t n.� SPAONGSPAdNR'.14R_ ANCHOGROUTED BLOCK REOUIRED 1.000 2 GD ML (A .1'o 2 lui GROU)C6t NMIN, ED./ EX6TNC NON STRUCTURAL POURED CONCRETE WA.L TRIM(DECCIRATNE SILL) 0 v L A130R SPAONG STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE MAXSECTION 3 .AS.D. DESIGN PRESSURE RATING +65.0, -90.0 PSf & CONCRETE BLOCK °"' '�"' FLORIDA BUILDING CODE (High 6: NDN High Velocity Hurricane Zone) SCALE: N.T.S. P,•••• ✓ ��� 02015 TLTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM oRAY1M -NQTf FOR COAIBINAIION OF SECTIONS: # E.D. - EDGE DISTANCE - 03/10/75 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IL E C O iMc. FOLDING SHUTTER CORP. wrz IN ANY WAY TO SUR ANY INSTALLATION. i f] f = nwr TTsnNo a ENGINEERING COMPANY 70eB IIE1W-ACLT PLACE ,��• a Kv..IEI1.BI..m m.Ynarr•oNmOe. VAST PAL BEACH.R 17413 15-014 %9 $ 4k•HY _AzC nom.:�m>a,_,�. «ul,_,�;,"' PIT.,6ro-6a-6371 P:4T1w.MFeq.rnn ew.fd5gW1u11M.aan DRAWING 110 f SEE LIMRA110N5 FOR®ON SHEET 2 P, V ®-00067" •��, wALTDt A TILUT Jr.P.E T EFLORIDA Lk./44167 Mab a.. SHEET 3 OF 10 11111111111 I/^K 3/4'TDCS SCREW OR 1/4•.3/4' emTS W/NUTS @ WASHER O 6"O.C. 0.060•THICK S.S. WK SEPAPATION POURED CONCRETE OR ROLLER HOUSING I MM.SEPARATOR I TO CLASS CONCRETE BLOCK WAILTO GLASS (SEE SCHEDkILE REQUITED / OPR014L RAIN HOOD (SEE SCHEDULE 3 ED. - (NON-STRUCTURAL) I ON St1E�13) / Or ON SHEET 1]) or (SEE SHEET 13) ®t OGNmemm C4 T /10x3•SS S.N.S.w/1/29 ALTERNATE 3/16'ALUM. ALTERNATE 3/16"ALUM. y 3/4'LANG NiLCN BUSHIMS pop RNETS O 5.O.C. POP RNETS O 5"O.C. • (TTP.TOP)AND 1•LUNO(Typ. AT REAR.I AT REAR. i (Typ.TBOTTOM),EXCEPT 1 AT ROLLER HOL/SBRC(TYP.) 3 ROLLERS(2)NYLON I i z i I n 9 I I.^ 9 Z • 0.1155 .) I n I ^ �•Eo �— d �J/16"ALUM.POP RIVETS I n?I 3/18•MAN.POP RNETS •3 O 10.O.C.BOTH SIDES O 10.O.C.[LORI S10F5 TERNATE J/18•ALUM.PDP LEG @ $ RNE75 O 18. OR1ENTA110N /IO,Y SS.S.M.S.w/ / 0.373• PON LUNO NYLON NT.0.1 G3•r MM.3/4•PLYWOOD BUSHMG w/A 0.150• I 0.270•x0.030• IAII.3/4-PLYWOW TONG TOP SECTOR Q300•I M ULTRATAB 1/T•MIN. REOUHED O.D. AND 072!5"i.d.AND WEATHER //�� 1/4• i'APCd6 OR REaMIm QZ 0.22,LONG 80TION ( Sp1m.P STRiPPMG, -�:J Or J CPM-FLp( i5 j 1/4•THRU BOLT W/ SEC110N 0.320'OA.AND ON SIHET 1]) SAE(ttP.) �A t o ANCHM 4'D.C. "1 wASNF.R @ NUT O 10.O.G 0.2/4�y5�•�Ld. ^ 'C^ '^ 4 EACH SLOE. ..•..) jl``L - -- 'SW / 1/4•THRU BOLT W/ 2S / 1/4'0 TAPCONS OR /41, T WASHER @ NUT O 5"O.C. POURED CONCRETE OR CRETE-PTD(ANCHORS 6"O.C. CONCRETE BLOCK WALL -O Or REQUIRED 2•N4'on 2'6•x1/8• POVREp CONCRETE OR 51]'NT/e-8083-TB CONT. 8067-78 CONT.ALUM. CONCRETE BIDCIf MALL ALUM.AME OR BENT PLATE ALTERNATE 3/18•ALCM. ®T ANGLE. REOURED POP t r O.C. STANDARD COUNTER-TOP MOUNTING INSTALLATION AT ET� ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MMX.A.S.O. DESIGN PRESSURE RATING= +66.Q -88.0 PSF F�--.A.S.D.DESIGN PRESSURE RATING +66.0, -66.0 PSF W A •s � s 9 TMJ W h J/16"ALUM.POP RNETS OTAN.SEPARATION 10.O.C.BOTH SIDES TO GLASS (SEE SCHE �— txIIF ON SHEET 1]) LEG. 1 j G ALTERNATE e ANCHOIFt or ®t SSSfff O. ORIENTAr" COIHF3:R0IN C3 ALTERNAX LED (SEE SHEET 13) @ ANCHOR OWORATION t/4b z 3/4'TEKS SCREW W/ F.I POURED CONCRETE OR S/B'WASHER OR I/4-•3/4• CONCRETE MOCK WALL— IXXT W/NUTS k S/6•WASHER O REQUIa BUILD-OUT FACSEMOUNTING INSTALLATION COPINECMC4- �. I [EA. E0. 1/4-•x 3/4•TOM 9MM POURED CONCRETE OR OR T/4•:3/4•e0L.r5 W/NUTS CONCRETE BLOCK WALL @ 6 N11SlIER•O'O.C. INSTALLATIONS DETAILS INTO CONCRETE REOLIMED & CONCRETE BLOCK BU_ILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. `A 1 1 ON 4A BOTTOM FLORIDA RUILD114G CODE (Ifigh @ Non Mlgh Velocity Hurricane Zone) ` �, .•••"•••., ✓��� 02015 TLMOD INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEMDRAB"By.NOTE FOR GOAIRINATION Of SECTORS: * ED, EDGE DISTANCE 'EN my ••.� �� A.O./WL. 1- IN)UNRNC SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) r OFOLIM D3/10/15 IN ANY WAY TO SUR ANY INSTALLATION- �•' C MEEC' R P. *' �� ,y/ ' TWT TESRNO @ CNOINEERIMO COMPANY , P AMWEET PLACE E R 3341) '�j�p ew Rax.a n.m Wo«ovmis n..0+« 15-014 T SEE LIMITATX)NS FOR®ON SHEET 2 -t] $� teas-44T�STt II:GTbceOeM.com vw.ttl0inq•INBwARrn DRAWING b .�9 1 - ®--000671 N WALTER A TA1R Jr.P.E. xx.. HORNY.U../4{167 caw+ xn SMELT 8 OT 1J TA TIII111MIINILAL --•MIN.E.D. CO. POURED OOEIOIEIE CONECTIpI CI IIAIMIm (SEE SNFIT 13) OJOW,THICK S.S. ROUQ HOLSMOPTIL117 RAIN HOOD (NRUCTURAL) (2)NYLONM100S.S.su.s w/I/2'0 ROLLERS 0.855.0(n'p.) - 3/4'LONG NYLON OUSHINGS (Typ.TOP)AND 1'LONG(IED. I 8 BOTTOM).EXCEPT AT ROLLER HOUSING C".) /10•3•S.S.S.M.S.W/ 0373'LONG NYLON I S 3/16'ALUEL BUSHING W/A 0.150' POP RNE15, I LONG TOP SECTION 03oC' o IY O.C. O.D.AND 0.215'14.MIO CONE.0.183'x0.27010.030' 0.27J'LONG BOTTOM ULT1eFA8 WEATHER SECTION 0.320'O.D.AND SIILPPING FA SIDE(EYP.) 0.245'1.d. , , OF (�) / K®t ov1 TO GLASS (SEE SCHEDULE IRM. ARATNTN , -�ON SHEET 13) w f T O1A55 —(SEE SCIIEOl1LE � 7 or -----��1-T - -- _ ON SIEET 13) e -.- MIN. SEPARATION t/C•x t'lE1f SCREW OR - TO GLASS n OPTIONK FART LAWLD 1/48-20'Ni'S.S.MS WON (SEE SCHEDULE NUT d WASHER a 4'as (NON-S1Rl1CNRAL) �ON SHEET 13) or'3 ALTERNATE3/fY AWM.—., 3 POP RNEIS• O.C. OPTIONAL RNN GINRD AT PEAR. (NON-STTUCTIAtAL) I + M.TENNTE LED I R ALTERNATE I/18'ALW. - 9 LaraTloN 6TIN AT a s D.C. I'} 3/16'MUM.POP RIVETS ANCHOR _�� ^fj •10.O.C.BOTH SIDES �- — (SEE SHEET 13) --3/16*M164 POP REyE1S 0 Ia*O,Q 6081 no EDGE OF POURED OONdEIE APPLICABLEIF7E.D. �F(OD 11C. OSEE SHEET ; APPUCA9LE POURED CONCRETEL- -.MIN.E.D.-_. REQUIRED Da HICIEN C6 — •MN. (SFE SHEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. FLORIDA BUILDING CODE (High h Non High Velocity Hurricone Zone) �IQJE EOR COMBINATION OF SECTIONS: 7R `����.�••EN•F.,d,9,��, ®2015 TXTEO0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 1TTc E.D. = EDGE DISTANCE •`Q.. �r S, w.aK� 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) V IN ANY WAY TO SUIT ANY INSTALLATION. FOLDING SHUTTER CORP. °'DATE" TTLUT TESTING t ENGINEERING COMPANY 70"HEMSMEE7 PI/Q WEST PALM INEXIM,LT SFE LIMITATpNS FOR®ON SHEET 2 Mn+. i�Pem'�b°`uilf 1°Ie/3 F1 33413 Z. 15-014 �j LJm -Ian. `C/ R:tat-E119 mnf-h*4MyM�.eem ORAWNB Ne k.i� wALTCR A TBLO A.11- 10A ` TLORlx./H167 SNEFT 7 Oi 1J 0//I/IIIINIIIITTTI�� Pell® Oaamom ax oat.aEP�l11m 4mr ma SPM R9E PFA s0401A[ (Sa 9-vmrF- Aoas a t/•••lwrntrs X X rm=Cmp.)ME x xr) / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) # (aa)i/ac 3/ie r urs. 0 0 0--- - --------0 0 0 ALLOWABLE TUBE REQ'O ANGLE NUMBER OF ANCHORS ,-srN TUBE Pflt sm,m,ae -- ----------- TUBE PRODUCTMAXIMUM SPAN LENGTH EA. ENO PER END OF TUBE a06T-TM"1104 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/4v.3/•"tats IR.M, I TUBE TUBE TUBE •a oc 3-14•«rs« /f r> W. 106.0' 13 8 T4 Mt4E 2"v4".1/8" 96' 85.0• 17 10 ME ESE" 144' 69.0' 13 8 r (ITP• r �•.r«3•s« 80' 117.0' 17 10 _�• ANUTE A ` 2%470/4- 98' 110.0• 21 12 QT ► sl ME9O®1L1J �V ca R�rJ 144' 93.0• 21 12 l ---.9PM TIBC r 60• 109.0• 17 to SPAN TUBE MOUNTING MSTAI i A_TION .(TUBE AT TOM 2'x5•x1/8' 96' 100.0' 21 12 SECTION X 1"' 81.0' 17 10 ru,=",-•- --uA>L SPM TUBE 4 In.NK 80" 124.0' 21 12 Ed.O+►J � � POuo nurN 1/a•.w. 2'x6'x1/8' 98' 1 114.0' 21 12 A T 144" 93.0• 1 21 12 r..•«rs« .r I *VALID ALSO FOR NIDHOGGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE ra11/••.u m1 r..•«rs er t Y.x11/••.ivtcnt SINTERS HEIGHT ABOVE h BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN ME T9�--n '�' a0m-1!N31Y.-E ww SHOWN ON TABLE 1. d Y Ya TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) R3 �� 0 0 0 o TUBE MAMp ��T ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS e e o 3/4'Tot * Ly S1ZE SPANSPAN LENGTH EA. END PER END OF TUBE ---- ------- Y..•«313',. 9eW Ium Pat 9G1E91AE ------- - ------ ]•u•<I/.11PM.Tf sots-la num• / "0"3-Ta A w.M«AE 60• 76.0" 13 12 ¢so (sU) _---_- ro)1/. .3/4•tats 9omr - 2•x4•xl/8• 96• 60.0' 17 15 enr rAc AT Y oa ION°^'u' X `�wmOaa R�►J 144' 48.0' 13 12 tr -ORM i ('�IONa or 1/.v TNx3a6 euxx v.1 anm�n ANoxxa CM.)ME 9aeelw MetF1EV1Ti0N(TUB AT ■9nM 80 87.0' 21 18 SPAN TIRE MOUNTING INSTALLATION 2"x4"x1/4' 96' 79.0' 4i __ 18 rum 144' 65.0' 21 78 �. a i✓oe 3/ialionOiwLY. r.r W.1/.• •./race. 60' 77.0" 17 ---.. 15 IENCfa A00.i-ia M-w...+aL fnP -avfNNc M10 f1r mm. or V--- csE3llrEn.n 2'x5'xt/8" 96" 70.0" 21 _ 18 'w°1O6 IO t t 44' 57.0• 17 15 AEE (M•) 9aTImIIE) & 80' 88.0" 21 18 Aat N 2%6'0/8' 1 96' 81.0" 21-- -- -- - 18 Z 144" 88.0' 21 18 Yz o 0 0 0 INSTALLATIONS DETAILS WJ SPAN TUBE INTO POURED CONCRETE 1/4'0 a3/4' S SC RM ------- ----- OR GROUTED CONCRETE BLOCK WALL ��� a a•a.c O O O--------------o O O SCALE:N.T.S. �M TI.eE Pat 90QIXRE SPM naF.PFA Stl£MAL ao93-19 nLLo! yy O O O O O O �NAX.AS.D.DESIGN PRESSUNE RAnNG 372.0 PST ol �3 3%r 1/4• 3'nnI/li'eaetrn � /.IaE FLORIDA BUILDING CODE (High g Non High Velocity Hurricane Zone) Mt nuts o . 3 �mmu o rya?. �CENs 9��� ®Z°Is nETEco W. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °AA W. /W E9 y/ ���p CORP. N+ hJ r FOLDING SHUTTER CORPa3/ta/15 POad CSM i -0Pa.N�.an A+ _ !IN EC O�.�. DATE t00(tArL Itmlwm 31.•«3•V's Sa11/•• TIWT TC. ,I t ENOINEERINO COMPANY 70x9 IIE/MACKT L XX 33 ID16IN aoaJ-ro MLY.MQE Q'= Kt M. A 300.Mart oNWotR R alt IYLSf Par E0-64,R 17413 15-014 ro)t/4•.3/4•m 9 APr �� O TYPICAL ELEVATNKI CTUBE AT MIDHEIGH71 S fly` w...Oes'9+1-19�a. :pinto-rot rH ltxx u3-9371 A r O.a InwNtla y ,• s 90' � 0 O]IGI. •••S v.NAcn..eam DRAAWo Nn MLN TUBE MOUNTING INSTALuT10N � R ORIS WALTER A TWT N.P.E, wr ave ..r v1.• wr SECTION Z T FI IA/ITAnaNS FOR®a+FEET 2 Yy • •�1 RaMon Lit.I++IeT wN. sIETr a a u I F � It //4'6.1 3/4" RAI,ED. E%iSTRIG GlA°5 1APCOIES/CRETE-FLEX 9lET EKISIING S1MICroRE ANCHORS a 16'B.C. 13) Am ED. —• 5756'(TPJ FJO511NT' (SEE SHEET 13) EXER NG 1 4 * —_— SfRIICa STRUCTURE 3/6Y PIREADED N01 Q 1/4'P.[1 3/4' 3/16'POP RNETS OR a CD(IE ELE fORS / \ 1/4'.3/4'MO• (TYPJ VPCCNs/aETE-ilfx ANo1oRs•Te'oc. 1 1e'o.c 1 1 1 1 31 } t or 1�t or 1�t x/16•Po�w+efs1 or 1 or (1 W B soff go.o• 2 SND CONDITION sov gO.O• ]/,6•POP RM1ES 18 4 SH OR 5WN /' '3/4' ,�e ° a o.c (LLVEAS INTERIOR _� EXTERIOR ��1) (2)®e 3B'D.C.eTO t�(J)1�I�1p— BUILD–ou :HORIZONTAL SECTION 20m mspm , %CREEWIWY �HORUOUrAL SECTION SCREW WY BE (lEl4:F6 E1r1ER10R) INIFXxxH aR IXICROR) MIV°oR MTU"OR EWEIRIM /16"POP RN M 2.2.1/8'CONT1/4'.3/4" WY wH►lY AT LAST SLAT AT TnPVPm INSTAtEATKMIS4 OR 5 6063-„1 m1D1'AN= 4 ORo516'0x. TAINcM RE E-FLEXSHO EAPCoN/CaETE-R-Ex SHOWNt SEE 11NTA11d6 FVR©CMI SHEET 2 ANOHORs a 1E'o.c rowoaa a 1a'D.C.mEXISTING SIRUCRIRE EWSTNG STRUCTUREEID51M0 SMC11T ��T6�ALOYC°MAN AEEND CONDITION P 3/4'a J/4'TflrS aR EXI$TItE'SIRUCIVRE 1/4'a 3/4'BOLTS W/ END LOCK ANGLE N=a 12'O.C. END LOCK ANGLE 'q zOMAL SEChCH NOR62(NTM.Sf.Cf1011 NOTE 1 2'.2'.1/6"6063-T6 COM.ALU"INUN BEM ANGLE— SCREWS AIYALTIFD ro ONE ONE LOCKING TUBE, PARTSHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE a 6.0t, INTERIOR CENTERPIECE(A)0R ®a JO'o0 e_ 1AIBSP r0a ro s6' 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 o.c a -sP row uP ® m IN'SPAN(TiAINB INTO IT WITH A 0.120' CA. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH SC"NAY BE MULLED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM °1TV"M OR DM3e R) OF THE TIP A SQUARE, 0.475'xO.475'xO.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE �r5 4 OR 5 ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE SHO WN (1)PIECE, 1.375' LONG, WITH A 0.366'x0.366"x0.630' LONG END SHALL BE INSERTED AND DIMPLECRIMPED MITI"INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0.684" OR ) DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. \ .500" SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL `�„111111111118,�T/,,' IgRUONTIL swncm �`�,•, r/ FLORIDA SUILDING CODE (High h Nan High Velocity Hurricane Zone) W. END INSTALLATION DETAILS INTO CONCRETE, z 02°15 miEt°1W. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °A^^aN �• No.44167 •: CONCRETE BLOCK & WOOD (AS APPLICABLE) _ * i� E C o Ellc. FOLDING SHUTTER CORP. °'^BAR" TLLR TESTING t EN°INECRING COYPAMT ,�T4°Bp HEIAMEETFL 3 13 15-014 AH:Ia00-643-4371 •.•�G �Z`` . r: DRAWING 000671Ra1M6M.M4r.sDRAWING w \N EB-ao06]76 _ WALTER A 111117 Jr. 1F FlORIBA Ll../4416767 WM. 1a 3NEE7 9 OT IJ A.� AL.ACE PEA SECTION 4.SHEET 6 (2)3/16•POP WEBS. 2'.I'x 1/e' EACH LEC OF 2'.2' ALOMMIM ANGIE A.C. ANIXE LEG AY FAGS _ LUY FROM OPEHNO d ( OPEN)NO REOTOWAROS ANCItdlS URHI TO NOSE 0— Z STRI,CIURE �9 1 au -W Mow-- SHEEf a (2)3/19•POP RNFTS, FMN LEG M 2'.2• ANOIE ALTEFINATE WALL EXTERIOR ELEVATION ��SILLLAND ABOTHHE SISIDES PLAN VIEW A—A OF PRODUCT it B (2)1 1/4 ..3/4II, ® OPTIONAL SIDE ANGLE "P Cs m 3/16•POP V' 1 1/2•.t 1/2'x 1/e•x O•_2• (FOR SECTION 4.SN - 6) NEIS RPER ANGLE m rMN.MIaeINM NRJIE$TOP a AIBE BOriw OR TO TMUL(2 WOWED) (2)t/4'A VscOH/ dETE-cTEX ANCHMM u ANGLE TO SLAB ® 1/4•,:1 3/4* TAPCONS/CNETE-ILEX, �PIECES MAY BE IIAT ANCHORS O 16'0.G OR L 00 3/16'POP f6 m OR CmTm STRHCRgE • '.3/4'IEl(S 3 2.O.C. WlWrC .. jj./ ORNER POST DAF�»rnEIEISOMETRIs<ABAT TOP AND BOffOM SIABs —�PRLESMA BE PUT TRAPPED END CONDITION WJ FLAT END `��\�\ FLORIDA BUILDING CODE (Kgh & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, ' �`�ENSF ®2D,3,LE� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM &&/B^ A4/IIL CONCRETE BLOCK & WOOD (AS APPLICABLE) _ N0.44167 _ FOLDING SHUTTER CORP. °'DATE'S *= IL ECO�M�. TLLUT TESTING a ENGINEERING COMPANY 706,HEMSTREET RACE -O� / uee Na Te,.,L a.J6n Alun umLNr.R SJ,M REST PALL BEACH.rL&UI3 15-014 -,Q d ..•��(`;: Inu+.......:tlm Fa i(.R6Rf1_,Yt T+IF,860-643-63„ P wo:Hn �eed.rdn . ..r19W-6Al— Bwmwc w \\r 7 I WALTER AOTTILUr Jr.P.E. FLORIM Ur.1 A1167 SHEET 94 Or 13 7r (NON-SMM-)R:ix, OPTIONAL RAM AL) WALL FINISH QQ 0 OW- /10x3"S-&S.M.S.W1 1/2-0.3/4- R6LLLF Low- Wdom BUSHINGS(w TP) AND I-LONG(W.BOTTOM),EXCEPT AT ROLLER HOUSING MP.) CAW MW S--,ROLLER IKKSING Ci A O"TIONAL RAN HOW g (2)NYLON (HON-STWJMRAJ Oa"'0(Typ.) 5 2*"'CONE. HEADER REQ'D!C�j flo S.S.S.M.&W/ 3/16-Rum Pw 0J3 NODN C Nr. RIVETS,0 1!'D.C. t1U5/6NG W/A 0.150* OUR Cl LOW 0.163,�0.270, AKII 3 Ano 13.2 -L. .0�030' Is= ULTRAFASt or 0-223• WEATHER 011- SECtION 0.320'O.D.AND STRW"KGrA- 0.245'Ld. SDE(rm. Ul spe.&w.POP--"",Ts 0 O.C. AA— rx4!CMr.WOOD SEPARATION —To—GL� HEADER ROWEL To GLA5 =SCHE)ULE ( ON SHEET 13) SEE SO4MULE or ON SHEET 13) t ISi 2'x4'COME PLATE REOI -L--VA WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) \—WALL RNfSH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD N.TIC/ FLORIDA BUILDING CODE (High g Mon High Velocity Hurricane Zone) t SEE LIMITATIONS FOR ON SHEET 2 0 2015 TILTECO Mc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM GRAM 9r. NOTES, NOTE FOR COMBNADON OF SECTIONS: oa/,O/,5 I- FOR WOOD FRAME CONSTRUCTION: WOOD 11111111RS To �0" FMW SWM CORP, DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR E.L,. MOUNTING SECTIONS CAN BE COMBINED TIL-LIT TE TING&ENGINEERING COMPANY 7099 HEWSTRM PLACE IN ANY WAY • (Am TO SW ANY INSTALLATION. WEST PALM W-ACK flL 33413 Pw law-0143-11KT)"! 15-014 EB-0006119 PLWALTER A.TILUT Jr. FLORnk Li f.167 1/4'0 x 3/4'TEKS SCREW OR 1/4".3/4' ROL75 W/ S t WASNFJt a a'D.C. 4'.8'tf..)EXISTING WOOD SWAN REQUIR .STRUCTURAL ADEQUACY OF EXISTING WOODBEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR Ow Hack S.S. I SEE LIMITATIONS TO PRODUCT INSTALLAIION. —WALL FINIS14 ROLLER HOUSING �-�8-11 S�­ 2'.4'CONT. 011. HEADER> OPTIMAL PAIN IK" NOTE TOR COMBINATION OF SECTIONS: REO'O. CO. EQ. (NON-STRUCTURAL) JIDr S.S.S.M.S.W/1/2.0.3/4. IN ANYUWr AV TO wIION CAN BE�O BRINED OOFKIT,•RpN Ca �LONG NYLON MI&04cs(Typ,TOP) AND I'LONG(Tyv.BOTTOM).DMEPT AT ROLLER HOUSING(W-) • 6 • NAL RAI"HOM = -STRUCTURAL) 2E ROLLERS CONSTRUCTION: WOOD MEMBERS TO (2)NYLON FIC ULN.— OF 0.46 OR EQUAL a 3 �Ij j J 3/is ALum I POP METS #10 r S.S.S.M.S.W1 0.373 LONG NYLON BUSHING W/A 0.150-LONG TOP SECT" 3/16*ALUM ALTERNATE Cj 0 is'O.C. I 0.500"O.D.AND 0.245" APOP.AND 0.223'LONG MVETS• LOCATION CONT. BOTTOM SECTION 0.320*O.D.AND 0,245'I.d. a,D.C. (SEE NOTE 0.1 63.0.27T.0-030 MWN 70' PM ULTRAFAS WEATHER S STRIPPING Ek SIDE TO EMASS (SEE WNI ®t ON MN..SE 0" — j P_` TO 7'7 (SEE GLASS WIN.SEPARATION BE SCHEDULE (S TO CLASS ON SHEET 13) SEPARATION (SEE SCHEDULE at SHEET 13) t ALTERNATE 3116'AL ALTERNATE LEG OPTIONAL MAIN GUARD TON C. LOCATION NOTE I (NON-STRUCTURAL) ON POP RIVETS 0 5'O.C. I -- " ALTERNATE LEG REAR. (SEE LOCATION !�E _!OTE ALTERNATE 34/16'ALLIM POP RIVETS M 5'D.C. llr�.'T( '_zz Z_------ AT REAR. A. EF 2'xr CONT-I WOOD REO'D. I I+ RAIN �Rb (NON-STRUCTURAL) io p3/16•ALUM.POP RIVEIS 3 3/16*ALUM. POP RNETS 10'O.CBOTH SIDES I ED. EQ. I, 2•x8•ON,WOOD Q.. —EQ 0. DECK REQUI 2'xCoNT' (NO FTHISH AIJOYKD) t1/4.43/4'TEKS SCREW Rib.D. WOOD D PLATE j Zilef.3/4-TOGS SCREW OR 1/4•,3/4p BOLTS W/NUTS W/5/a & /0-WASHER 6 6-D.C. Commm'"ce 5 Ile.;WASHER OR/4'BOLTS W/NUTS& OONNEC11110IN 04 5/6-WASHER 0 e D.C. I 2-MIN.EO.—+-2' C3 \\—WALL FINISH WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AW_ (BOTTOM) SECTION 7W SECTION AW ,1111111*11�1 A. FLORIDA BUILDING CODE (High & Mon High Velocity Hurricane Zone) 0 2015 TTLTEM M. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DROW or. RCffE ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED \-\CENsi 03/10/15 INSTALLATIONS DETAILS INTO WOOD FOLDING SHUTTER CORP. DATE SCALE N.T.S. TILLIT TESTING& ENGINEERING COMPANY 7W NDCTRMT PLACE S WEST PAUNI MACK rL&U13 z Z,1800-443-6MI 15-014 IEm.coWea.eom roftqrwR..._ I DRAWW Ib t) ER-0009719 WALTER A.T&LrT Jr.PZ FLOMOk Lk.f�157 4z.1 *71 SKET 17 OF 13 TO GLASS TIaN I i o OSCHEDULE N W WN.SEPARADOM EET r0 GLASS ��t N r ON SHIJ) ..(SEE 501EDlAF.-_ aS'W Or �ry1 ON SHEL'T 11) 3 vd r Wil � OPTIONAL RAN CHARD I (NON-STRUCTURAL) ALTERNATE 3/16•ALUM.- _ . 1/SCIIEII OR11/4r-20'x1' POP Rvm. O 3.O.C. ( I 190 S.S.MS WITH NUT k I AT REAR. n }' APESS WASHER O 4-O.G. 0 100 D.C.6Dn1 SIDES $ VA OF SLAB m g F N4UGIdE �--- EDGE MP MYSLAB E ALTERNATE lEG k I b 73 - _- ANp10R LOG710N w� .{� OOIB67141 C7 -�, IF {SEE IIO/E�)� - ___.-- 2"x6•MIN_WOOD DECK REQUIRED - (NO V'Nt.SH AL I OWED) CORRECTION� EDGE OF �� Y MN.En. SLAB F _ EDGE OF APPLICABLE SLAB IF ��------ rPPLICABLE ' • SEE LIMITATIONS FOR(9 SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I SECTION 7BW (BOTTOM) 1 UK EIL -1'MN.E.G. NOTE FOR CnME11NAT10N OF SECTIO)j$: 2'x6-MIN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED — --_.____-........_ ......-_.- (NO FINISH ALLOWED) IN ANY WAY 10 SUIT ANY INSTALLATION. MN.SEPARATION 2'x4'CONT.WOOD TO CLASS FLOOR MOUNTING INSTALLATION S PLATE IWD. (SESCHEDULE-- SECTION SHEET 3 - SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS ro BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH(JJ 5/1 2- SEE SECTIONS BW k 14W FOR MAX.A S.D. DESIGN or ®t & SCREWS W/2 1/6'2'r MN W ED.�— PRESSURE RATING k SPANS $ 1'.4'.ORI. b PENETRATIONAT MVWDTH 6063-T6 CONf. (27 OF RMIER/1RUSSFS ALUMINUM TI1BE L/ 1/4•x4'(6063-76)FLAT _. ----EXISTI"G 2X WOODTRUSSES OR RAFTER 2'x4'INN.WOOD R PLATE w/1/4'0 Al"TIX -__ -__ ___.. slum B 16.O.C. SCRIMS•'r O.C.IN - AT 24.O.C.MAX - BETWO34 TRUSSES OR 500• 1/6.4*(8061-TB)(TAT PLATE W/ 1/1'r x1'TEX -- (2) ,/sY TAPCON OR 1/4-0 CRErE-F[FX SCREWS O 4.O.C.N _ ANCHORS DAA/74 NOS WOOD SCREWS OR I/4'0 N L1 BETWEEN TRUSSES _-_._.. _.__ x+ EDGE(f AW'LMAHE) NOS TAG SCREWS AT D PENIN OF EA SND W/ .- _. ..-... 2 1/2"Mn.THREADED PENETRAnON W70 WOOD I I ........_ STUD 11 1/4•r x J/4'TEK .. - 1/4'MAX.PLYWOOD EXWNG SOFFTT E70.-�+�EO. SCREW OR 1/4'-20 x 3/4' (2)NYLON .. S.S.BOLTS W/RUTS a /10x3'S.S.S.M.S.W/1/2Y x3/4'LONG OSSS .) NYLON BUSHINGS(Tlp.TOP)AND 1'LONG I I c /f S/4•TIX WASHER O 6.O.0 - �)DOTTOW).EXCEPT AT RAILER IIOUSNG I - 5T'RFYI•6'DAC. +10.3 Ss Sxe.W/ - MOUNT TO,WO STUDS MOUNTING INSTALLATION 0.373' I.NYLON w/A 6.15° �G°� I INSTALLATIONS DETAILS _SECTION 14W (BOTTOM) LONG TOP SECTION 0-500' 0.163'x0.2 TO' O.D.AND,0.245La.ANO D Mnx. •.S.D- DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223-LONG BOTT011-- MAL SEPARATION ULTRAFAB b INTO WOOD ,, ,, --- -- ---_----. ttt1111tt11EFYT SECTION O.J20'OA AlA 7D GLASS WEATHER - T I,n ,,% T YAAA FLORIDA UUILDINC CODE (Nigh h Non Nigh VNocity Hurricane Zone) 0243'Le. (SEE St HWJLE SramPINC EA or ®t - SCALE N.T.S. (LYP.) dl 9EEf I» I SDE(TYP.) I �� �,••.'......•. r/ G ®2015 TILTECO NG TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °A' �: A a./MJ FUN SHUTTER CORP. DAT/,a/13 TATE HEADER TO TRUSS MOUNTING INSTALLATION F3/�pr *_ J%UJT TESTING a ENGINEERING COMPANY WT7P 3U1J SECTION SW (TOP) off, /s AT OF ""'°a"�"°" "' ,s-Dta �2' iu`. i.A NSI-Isn.1.. (mp -ISYI Nit ,6W-6T3-0.TT1 _ F P wleco0«d-can ....Fdd1,.11unw..mn, DRAW=N. MAX. A.S.D. DESIGN PRESSURE RATING +60 -60.0 PSrJ y WN. T-6o A TI LIT X.RL -- 11 xT' FLORIDA U..!-167 SMELT t2 Or 13 V *, lYFIlIIHI1Lpt MAXIMUM WIND PR CURE (p s•t•) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR MIN. SLATS SPANS SCHEDULE, FOR SHORTER E.D. (2' FOR A, 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE "" S4A5 a w.N nwwA CONCRETE CONCRETE BLOCK STEEL WOOD PacmreE PosrAc NEONV•E ATTOP� CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK L*/-) ERaxNaE PlcssuRE .eonaN TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib ft A B C A C E A C F A B A C 60.0" 60" 88 Ib ft9 425 LB/FT - 388 L#M 157 LB/FT 134_LB/FT 256 LB/FT 397 LB/FT g 417 LB/FT - 88 LB FT - 134,L8/FT Cl 35 psf 100.0" 100" 146 Ib ft 6 473 LB/FT - 418 LB 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 6 461 LB/FT - 4 T - 202 LB/Fr 144' 144' 210 lb/ft 12 387 LB/-ff 334 LB 166 L8 142 LB/FT 271 LB 347 LB/FT 60.0' 60 100 Ib k C2 g 456 LBF 3b2 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB Fi 12 375 LB/FT - 334 LB/FT - N142LB/FT40 psf 100.0" 100' 167 Ib ft 6525LB/FT 419 LB/FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT144" 144'. 240 Ib ft 6 502 LB FT - 419 LB/FT -60.0' so.o" 115 Ib k 9 390 LB/FT - 309 LB/FT -157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT _ 309 LB/FT -80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/Ff - 46 Psf 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/Fi C3 S 469 LB/ - 375 LB/Ff -115.0' 115.0" 221 1b k 9 466 LB FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 FT 572 LB/FT 144" 144' 276 Ib tt C4 6 592 LB/FT � 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/Fi 483 LB/FT 9 4'15 LB/PT - 370 LB/FT - 60.0' 60.0' 125 lb/ft 3 972 LB/FT - 682 LB/FT 389 LB 364 LB Fr 500 LB FT 753 LB/ C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89.0' 187 Ib ft - 3 912 IB/FT - 682 LB/FT - 364 LB/FT 50 pat 100.0" 100.0' . 208 Ib k 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 9 226-LB/FT - 224 LB/FT - 83 LB/FT 120.0' 120.0' 250 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/ 155 LB/FT O - 339 �/� _ _ 125 LB/FT 144' 140' 300 Ib ft 3 843 LB/Fr - 670 LB/FT 243 LB/FT 250 LB/fT 432 LB/FT 311 LB/FT 3 681 LB FT 670 LB/ - 250 LB/FT 60.0 60.0' 138 lb/ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 87.0' 81.0" 167 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/ 153 LB/FT 221 LB/Fr 2si LB/FT - 55 pet 100.0' 100.0" 229 Ib H 3 622 LB FT 975 LB/FT 848 LB/FT - - 414 LB/ 307 LB/ C8 -332 LB_/FT 378 LB 3 - - /FT 120.0" 120.0 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - A- 2565 B/FT 153 LB/FT 3 663 LB/FT 758 LB 646 LB/ - - t37" i u' 330 lb It _ _232 LB/FT 236 LB/FT _ 60.D" fi0.0' 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB FT - B/FT 204 LB/ C7 3 310 LB/FT 315 LB 244 L8/FT 80.0" 80.0" 200 Ib ft 2 - - - - 305 �/� 12 388_ LB/FT 460 LB/FT 409 LB/FT,.. 60 Psf 100.0' 100.0" 2501b/tt 12 491 LB/FT 596 LB/FT 409 LB/FT - B/ 168 LB/FT C8 8 -_ 582L8/FT 691 LB/FT 614 lB/FT288 Ib ft CS g- 736 LB/FT ,.894 LB/FT 614 LB/fT..__..._- B/FT 252 LB/FT g 777 LB/FT 921 LB/FT 819 LB/FT131' 128" 346 Ib tt 6 982 LB/FT 1194 LB/FT 819 LB/FT - B/Fi 336 LB/ - - 059.0' t 65 psf 92.0" 92.0" 249 Ib/ft RS ANCHO $.C_HE)PU.L E 9 SEE GENERAL NOTE C.2 ON SHEET 1 100.0' MIN SEPARATION TO GLASS SCHEDULE 126' 1 123" 360 Ib ft 60.0• 60.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" - 100.0" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC.C.BL WOOD STEEL CONC.JC.BLOCKJ WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A 59.0' 59.0' 187 lb/ft ZONE /2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" Q N/A 4.00" 4.00' N/A N/A THREADFORM TECHNOLOGY 75 psf 100.0" 100.0" 313 ib ft 1 5'-10" 2 1/2" 1" 2 5/8" 117" 114" 387 Ib ft ES AS LS B 1/4" 0 x 3/4" SOLID SET 3,50" 3,50• N/A N/A 3.00' 3.00" N/A NIA 80 psf 113" 111' 400 Ib It 7140pef 107' >5•-10" 101' 99' 447 lb It TO'-1 2 5/6"} 1" 2 3/4'} C 1/4" 0 CRETE-FLEX 3.00" 3.00" Q N/A 3.00' 3.00" N/A N/A 94' 90 46 ft t/4" 0 ITW-B IILDLX 87" 82' 484 lb/ft E N/A N/A N/A 1.00" N/A N/A N/A 2.00" >B-3" 3 1/2- i" 3 5/8' TEK SCREWS W. 76" 483 Ib ft TO i2•-0" 74" 70' 484 Ib k F e14 NDS WOOD SCREWS OR N/A N/A Q N/A N/A N/A 2.00" N/A 69` 66 483 Ib I 1 4" NDS LAG SCREWS 65" 62' 483 Ib ff O AS DETINED BY ASTM E-1996 STANDARD. ,H11HBN11 �o`"`R p.T!(""" FLORIDA BUILDING CODE(High &Non Nigh Velocfly Hunicaoe Zone) AIlQIES: } EXCEPT THAT 3 5/8' SHALL BE USED ozGls TLTFCO NIC GRANN W. L+: MAXIMUM ALLOWABLE PRODUCT SPAR FOR A FOR MOUNTINGS AS PER SECTIONS 3, ����Q..'•\\C ENS4c'••:p�'�. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSITIVE AS.D DESIGN PRESSURE RAnNG. 4. 4A & 7A- L-:MAX.ALLOWABLE PRODUCT SPM!FOR A - 03/10/15 GIVEN NEGATIVE A.S.D,DESIGN PRESSUREF"NG SHUTTER CORP. DATE RKTING. ---:*_ I L E C O LNC. *;[� yam'! TILUT TESTING A,ENGINEERING COMPANY 7089 HFI6TREET L 31 FlNAL MAXIMUM MLOWAALE PRODUCT SPAN IS :q•, �`yp xati s s.m 9•�E+4 n nlrT P �1.R13 15-014 EQUAL TO THE NI DE7ERMINm PRODUCE '9 F7' F� •4A,(L'� 'R"'"':a mera�lw�weco�"000im�.e��-I,sl °H.r e�,1-6ncom ORAMNG N, SPAN BETWEEN ti-'AND 'L-'. YC` �QR�Q r,.�• WALTER A.MIL9 EH-0006719 ''•yA` •� FT.IXt10A tic IT 67 511EET 13 of 13 A {1