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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 j� ProfessionalBusinesSA Regula® >� BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search da db Product Approval �. USER:Public User . Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. Ea Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 O.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.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 Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF 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.Cooyrioht 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 hem. Product Approval Accepts: TMWj® " M Cruet_Card Safe' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 T GENERAL NOTES, 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'O TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY rtW/BUILDER, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 8 14 NDS WOOD SCREWS OR 1/4'O NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ) & 1609 (NHVHZ) 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-0.65. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.O. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4.0 TAPCON OR 1/4.0 CRETE-FLEX OR 814 NDS WOOD SCREWS OR REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX (ASO.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 THRU CS DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS.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 TZ INCREASE IN C2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 814 NDS WOOD SCREWS OR 1/4'O NDS ALLOWABLE STRESS FOR WIND LOADS WAS=USED W THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SWILL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIER)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& 1809.1.2 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.L),HURRICANE TESTING LABORATORY(H.TJ_)&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 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE., MIN. 12 GAGE, FY-33 KSI(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&0 SHALL BE Q 10 x 3',410-HT MINIMUM SERIES IV/ 173.6 ksi YIELD -1/4'0 ITYI BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH & 187.4 kel TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING•AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19361. NOTES: 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 MY BUILDEX TEX SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TIRE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER' 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. 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 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: UNLESS OTHERWISE NOTED 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE DURING PERIODS OF HURRICANE ( ) WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10,PRODUCT MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER,INC.TO MIN.Fc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALT.BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS TO MIN.f c-3000 psi. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE _ - 1/4'•CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Y0=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES; BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7)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.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SWILL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Ls.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' / LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCE EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. ANCHORSWALL FLOOR, SHALL DICATED ON BE LONG NOTES AOUGH.1 &A2 ABOVE O REACH THE N STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BEAS (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USETOFHIS ER HE P.E.D.ENG)S EGOF FlC CORD,DRAWINGS S DE L CA�ENGINEER TO THE P.E.D. ENGINEER, SWILL SUBMIT - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY LT.W. BUILDEX, INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT- 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. 9 DRA SHALL BI)MININIMUM EEMBEDMENT OF 1/4-0 TAPCON(EDI SWILL BE ANCHORSAS PER OR 1 130 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. 1t,1TF'P�•�ER A11',!� PERMITTS IN LATHE STA EONOFY ARIDA TO OBTAIN B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT. NO S, c tFLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) EMBEDMENT SHOULD STUCCO l7ClST AND PERMITTED.INTO STUCCO SHALL BE MINIMUM FOR PlALLS20�WIIH NO STUCCO.WS USED SHALL BE 1 1/2'LONG 0.441 B7 y = ®sen nL1Eco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM V ILL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, * G7/tD/n ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE '� 'L E C ,N�, FOLDING SHUTTER CORP. RITE SHALL BE AS INDICATED ON NOTES B.1 &8.2 ABOVE, •�•. .� TWT TESTING&ENGINEERING COMPANY 7080 NEISIREET PLACE _ ,'•'.•, ��`�,•. Awa NA.]Nh$4 Sb NR°°G GI=R WIG WAY PALM BUCK PL 33413 1 7-082 roe,.,a )WI-Taw.ra.,(waOnl_IGI Pk 1600-643-N71 000 6719 i --fwC°pdwft- DRAWING N° EV-WALTER A TINT Jr.P.E. un P.E.SEALJS16NATURE/DATE FLORIDA LIC.B 44167 aIe I6-m• m/u/n SHEET 1 OF 13 xow• sew• sew• � 2 �sam• '�, �� � � r.we• 9 _ pp as ©SLAT u�- r w•-� z7so- .aw'r.nse• 6063-r6 ALL ® SLAT WINDOW 01, Q F_I.AT END EXTERIOR CENTERPIECE (TO B£U INSTALLATIONS 6063-T6 ALLOY 6063-75 ALLOY 6063-15 ALLOY MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLA77ONS 6063-T6 ALLOY DETAIL ON SHEET J) JO FEET OR MCHER ABOVE GRADE 4 INTERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING 63-76 ALLOY SEE COMPONEN75 20.21 &21 ON 31� SHEET J.) xo�• .err• 4.ns• eras• 2e17e• rnu sw z7u• zora• g.rsa- •qO, zas7• .r• _ q r.gnr— rah' �R.ra0' .(a6• d r g .rte• _ .oaa• .oaz• .o0- .oso- _ - .0a2• Dar � �pFacL .aoo• I I�r � $ .ae7• i 2ns---•� zsss" 27,15- © WA HEADER © R" MAX. B.O. CEILING HEADER BOTTOM SILL TRACK -9 ( ( = 6063-T5 ALLOY SILLfHEAD TRACK ® BOTTOM TRACK ADAPTER 6063-TS ALLOY 063-T6 ACLOY 6063-T6 ALLOY 6063-T6 ALLOY gym• 2,5176 t2 090' COMPONENT o b t1 t2 M_ xse 13 2' S'MAX. 0.125' 0.125' �+ .oar• _ 16 2• 4'MAX. 0.25' 0.25' .6517• �€ o ® 1' 2 T062* 0.062• ..Ne• ©1 ALT. BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD �� ALUMINUM ANGLES ® RAIN HOOD 6063-T6 ALLOY 6063-TS ALLOY 6063-T6 ALCOY 6063-76 ALLOY JW PONEN TS tI a FLORIDA BUILDING CQOE(High &Non High Velocity Hurricane Zone) JMry '� \ �'• •''� a ®Zen TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM IR��By` V8',10-18 ACETAL `2666LDING SHUTTER CORP. o'DAIE 8 LOCKING TUBES IL E-CO,,.,C O�Nr:. THUM�BSCR��EWS AT CENTERPIECE 9 CORNER POST '• nw•rtY T.711 13 O!b]gGYN.KGxA 1NG RMy M1Pitl a 'TGbit. %-89 1 eF-643 RR BWFRM 1 FOR lel�C lel n....:[:am„)ol-Iwo.rm r(,50,57517-lel PN:t6go-eN-enf 17-082 6063-rs ALLor 6063-T6 ALLOY ����'••.�ORIOP�'a� ' Na ES-0006719OKAY oES-0006719•C17m mfddngshultes.wm ING _ l WALTER A.M LIr Jr.P.F. J® TE FlOFKOA Ila#44167 SHEET 1 Oi 13 Wr c ¢X (J)ROVIS OF To 1/4'0 HOLES x FA.SPACED 80 J/8.APART Z-CUP EACH SIDE TABLE 1: SOURCES FOR 0 & 1 00 O DIRE�ONS. H OF IV/NDOW(SEE TABLE 7) OPTIONSO 0 STANDARD Bt 51BM�mIlw KNUCKLE 000 SIAM 7YP.(111 PROPERTIES RD'ERFNCE TERNL/SCTWCE PLASTC N(1)P) OOQOO lw) I 2U LLGANXROLON Jl LEVAN NET RESIN O00 t 000 MEWING SPECIRC GRAVITY ASM D792 0.043 ID/In' 0.043 16/In 000 I WINDOW 1 „FCN,uru, Pin O \ TENSILE YIELD STRENGTH ASM D08 9.400 p.eJ. 9.500 P.B.I. ��orE FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 ml 13.400 P.si. f FiD(l9NAL MODULUS ASTM D790 340,000 p.e.i. 345.000 p.si 2 2 1 frW m SNAP-w END DAPA�; CLIP TOP/BOTTOM C IMAX z OF VANDOW NOTCHED IZOD ASTM 0256 18 FT-lD/in 17 FT-IDfin FIRE BURNNP CIL R6CTFRIS71C5� MAX. p� (SEE TABLE 2) yW, SNORE OENSIIY ASTM D2643 47.2 R 64.5!YAX N£ MI RATE OF BURNING ASTM 0835 C-1 CUSS C-1 CLASS s 1A $ SELF IGN1T10N ASM D1929 1040'F 980'T y SLAT WINDOW SLAT WINDOW 0.060 THICK ASM G155 U U POLYCARBONATE WEIVING TENSILE STRENGTH ATTER WEATHERING ASM D638 9302 psi. 8840 WINDOW(SEE TABLE 1) P.a.L 2 W 2 N NOTES, TENSILE STRESS BEFORE VIFATHERING ASM 0838 8661 D.a.i. 8680 D.a.i. 1.000' g MAN. (2)WINDOWS MAY BE IN ONE SWT SPACED _ vm A MINTAfWf OF 24,APART. IWH 12•MIN. FROM N N BINDS OF SLAT TOP&BOTTOM. %AMUST NER EIJT TABLE 2: SOURCES FOR nAr rlxNxw 70 T lECE504 VEOR�INSTALLED Aai4CNOR AT CORNERS OF PRODUCT. MASTER TOOL COMPANY TYP/OIL PROPERTIES 57ANOARD O00o �--Eo—T— �,� BWrx NnoH PART ® SLAT WINDOW DETAIL AF 205FRIA 0000 (ELfvAnoN) PHYSICAL' 000 I 20 SPECIFIC GRAVITY ASM 0792 0.042 Inl, KKNNUC � O0O SLATS UCTSi WEVANG MECHANIC (Typ) 00 (TMP) , 4 WINDOW A TENSILE YIELD STRENGTH ASIY D638 11.500 p.siL LM47J m $ pDy4• p,0.`P- FLEXURAL STRENGTH AT YIELD AS0780 15,000 p..L 000 (J)ROIYS OF 0000 1/4'0 HOLES - FLEXURAL MOCULUS ASTM D790 45°,000 D•aL. 7 J1 SPACED 1MPACG 0 J18-APART �myy ar 0.060• NOTCHm ROD ASM D256 0.6 Fr-lb/i. TD WT WTr@J IN BOTH W"I'lleROY PROPERIMEM EOG! DIRECTIONS ..,a. q�aaaD' ptap- COEFFICIENT OF THERMAL EXPANSION ASM D696 3.5 x 10 In/In-'F 21 Z C.I ©2 SNAP—IN END CLIP ��ITELPERATURE ASM D3418 5007UTY UL 94 -TO BE USED AS AN OPRON FOR ALL INSTALLARGNS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE MAY INCLUDE PEMPA71ONS AS PER DWS LIETALL. TYPICAL n SLAT WINDOW DETAILS -L.2 (2)WIDOWS MAY BE IN ONE SWT SPACED Wf 20 VIEWING WINDOW & 21 . X221 CLIPS MIN.24'APART(MAX.EMERY 10 SITS). TYPICAL ALTERNATE PERFORATED 1 SLAT WINDOW ELEVATION (SMALL MISSILE 11 .. +y ` LARGE MISSILE IMPACT) �14Y •`�CENSF'••� a FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) NO. ®2TILTECO INC. RAAN BY: 017 ' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ' I L E C-0,,.. FOLDING SHUTTER CORP. °'ATE ��0,r-4S ` 01TC ' 11 TIWT TESTING&ENGINEERING COMPANY 7°69 NE STREET PIKE WEST PALM BEACH,FL 33413 17-082 aTv nr.3eu.s4 su.sas,rxc nA unoaa,n 371a w.s,: )mh15To.rn,T]0a)arl-11aI PN:180D-613-8371 BIT b00067 ad.cem s�rlNSugslwlNva.com DRAWING No IL TILU719 _ P!.,W L/S7mt6RE/GATE FLORIDA Ul f 44167 aD�ta-m� ar/x/IT m m o n SHEET J OF 13 A 0 1 4 1 Y /-4) or w/ 0 ,16 OR 19 4 DR 5 ® (2) 1V in t1 to O OCE FOR PAAT NS30' 1 S• ,n 20 ♦ NOTES ON(CS& LOCKING TUBES C!AT©&5Q. us UP TO 99' 0 1.TWO (2)@6 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE (3)®AT 30'O.C. AT 30' O.C. FOR SPANS UP TO 99". USE THREE(3) 1 FOR LARGER o FOR SPANS' LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT p$1 MAY BE INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED CENTERPIECES Evil I '� THAN 99' UP TO 144' ®OR SO. LOCATION OF C5 SHALL BE AS SHOWN ON TYPICAL ELEVATION. y N a 2. (2) LOCKING TUBESSHALALWAYS BE USED TOP & BOTTOM AT N N •I PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 LUSEE LIMITATIONS FOR®ON SHEET 2 1 SEE END CONNECTION DETAILS ON SHEET B TYP. FULL FOR 6 O, T+ � , O+ 16 CONCRETE CONCRETE BLOCKOCK O OR r W000 INSTALLATIONS. O O O O O O O 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION �• N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. dlj1°°AOAiAv�r� SEE SECTIONS 7, 7A & 741 ON SHEET 7. 1111�C,R A. T/( SEE SECTIONS 1W & 2W ON SHEET 10. 1d Q� .••••• `h."^.. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. `ttt n{S•'••,.✓�= FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 78W, 6W & 14W ON SHEET 12. No.44167 ®Z0,7 nLTEco HC TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ° "B^ 1 1 ILL • IL E C O�M�. FOLDING SHUTTER CORP. °' kTE wTE T1LLR TESTING&ENGUIEERING COMPANY 70419 HEMSIREET PLACE vss xAu saa sr,w.sas.vuaw taco¢,n ss,aa WEST PAW BEACH.FL 33413 17-082 L1•'•....... ��� 1 rmw,0 smn-,aw.ro.,(>dPT,-.en PH:1600-643-0371 0:t4lecoOcoLcom R ...JaWgrtuAlam�n ORAMNO Ne EB-00067,9 r 4 _ •� WALTER A nLLJr.P.E. ' P:E•SEAL�.Sff#W1IlRE/OA7E FLO910A Lk.6 44167 1 ' uc SHEET 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED. OPTIONAL RUN HOOD POURED 0014CRETE EXISTING NON STRUCTURAL WALL CONNEMION OPTIONAL RAIN HOOD REGUIRED. //, TRIM(DECORATIVE HEAD) (SEE SHEET 13 HOLLER THICK (NON-STRUCTURAL) (NON-STRUCTURAL) }� 1.000' 2S00•NN. O i� YIN. E.D. (2)NYLON // / CPTIONAI. •s y;'�%/� ROLLERS I1 r�na COt�7FORON C2 I , �3 / ff RAIN HOOD r_T Q�s•o ) (SEE SHEET 13) (NON-STRUCTURAL) / i #10.3•S.S.S.M.S.w/ ci IT I t3 0.373'LONG NYLON J/16'AWA. vl 3/16'ALUM.POP RIVETS. 7 B115HP1c W/A a.150' CON,, p�RAS, •a 0 1B'O.C. I (2'.a MAx) 8 LONG TOP SECTION 0.500' (1193:0.270• 0 1e•G.C. ' %/% 1/a P Nw BwDEx 0 D.AND 0245'i.d.AND (10,0]0• TAPCON Y1/ADVANCED 0327'LONG BOTTOM UL7RATAB SECTION 0.320.O.D.AND NFATHER POURED CONCRETE I ATO GIti•S N TMR OA 1TECH TECHNOLOGY 024 T )a �E my)�` OR CONCRETE BLOCK (SEE sc1ED1nE 1 or � +PROD CTs I sceEw OR 11/ioIX-2D.1 3/16 ALUM. 1 Of WALL REOIMED. ON SHEET 13) �d CRETE-F1EX W/1 J/a• I S.S.YS WITH NUT& POP R1YER5, q�,t • V / (�t oufE!®EDSLENT O 6'O.C. I WASHER O 4'O.C. O 1B•O.C. 1 or pl POURED CONCRETE OR CONCRETE BLOCK I ' MIN.SEPARATION WALL REQUIRED. TO GLASS 1 or 1 or p ' aONSHHEEHET�) ®t W / Q�t MIN.SEPARATI N • % I To GLASS POURED CONCRE TE -(SEE SCHEDULE DR CONCRETE BLOCK • / ON SHEET 13) WALL REDUIRED. % I 1 or cotrOxroN c2 1 ' (SEE SHEET 13) % I 1/a•P a 1.40 T7 t SCREW OR 1/40-20':1' •i / B I S.S.YS WITHNUT& .g / g WASHER O 4.O.C. I! � 1/$o OW TRANCED / /10a3•S.S.s N S IDS N TAPcoN w/ADVANCED 1'LONG NYLON fA1510NGs TIAFIDEORY 7EC1WOL047 I CONINIcnoN GT / n,P.Or U).AND]/a WALL FACE MOUNTING INSTALLATION GD1rsTRGORT�PROD°Rcrs° I is � (SEE SHEET 13) Ro ERyp.TGP),EXCEPT AT / ROLIFA HOUSNG(TYP.j SECTION 2 CRETE-HEX W/1 3/a' MRL EMBEDMENT 0 6.O.C. I (2'ia'MAX] I .�. WALL FACE MOUNTING INSTALLATION pF��ANT�JM SECTION 1 1/2. 7 SPA9G GROUTED BLOCK REQUIRED 1.000"4 2500 MW. O O O O (MN.rc-2 mi GROUT)OR MN. E.Om EXISMG NON snTucluRAL POURED CONCRETE WALL TRIM(DECORATIVE SILL) O O O 6 AxaIOR sPAaxc STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL EQB_(6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,1�1�,P`� R A, r�<<�T- ,AIX,A.S.D. DESIGN PSECR IONc3 +65.01 -90.0 PSF & CONCRETE BLOCK 711 `\CENA4�'''�9 FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) SCALE: N.T.S. f NO• 416` ®2017 TLLTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DL��' NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE * 07%10/17 FOLDING SHUTTER CORP. DATE SEE SPECIFICATIONS ON SHEET 13 7069 xDLStAtT:T PLACE IN MOUNTING SECTIONS CAN AL COMBINED ( ) �(y �9T(y1^f�^• 1� I,� TULLIT TESTING i ENGINEERING COMPANY IN ANY WAY TO SUR ANY INSTALLATION. Cs,'•. .T •'•�\V`r WEST PAW BEACM.TL 33,17 T 9sa HIXIA S4 Sla a9,NFG¢'A WmE1R,iL 916(1 17-082 111 •(eam)an-I90.ru.p97an-191 PN:1800-9A-0.771 oI: 0006OEoLEwn �r..lold'inpahuDan.mm DRAWING No ONAL EN ®-aDoe7,e t SEE LIMITATIONS FOR®ON SHEET 2 Y/A!TFR A nLLIT JI.P.E. �' ^� "'• P.E.iiZ16CFA7NiE/DATE FLORIDA Dc.6 u1e7 an Ia�1. mnom a� SHEET 5 Of 13 1/4-0.3/4'TENS SCREW OR 1/4'•3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060"THICK S.S. I T POURED CONCRETE OR ROLLER HOUSING I YWro550N I NTN.SEPARATION CONCRETE BLOCK WALL % TO GLASS REQUIRED r-(SEE SCHEDULE (SEE SCHEDULE OPTIONAL RAIN H000 ONS SCHEDULE 13) CONDIMM11 C4 (NON-STRUCTURAL) I ON SHEET 13) T Of d ' i a (SEE SHEET 13) m n `rfC7� Jt0a3'S.S.SA1.S.W/1/2'0 ALTERNATE 3/16'ALUM. �'t ALTERNATE 3/76'ALUM. 'mn a3/4•LONG NYLON BIIG M POP RNM O S"O.C. PATREAR.RIVETS O 5'O.C. / r I BOTTOM)P)EXCEPTAND i ATROLLER AT REAR.I / •1 HOUSWG(TYP.) I W (2)NYLON ROLLERS II '• . • 0.855'0(TYP.) I. n' n •g I n 9/ I E0.EO n 9i n 8 7t6"ALUM'8POP RIVETS i Oo'O.C.BOTH SIDESO 10.O.C.BH SIDES 3/16"ENALUN.POP 0. 0. ORIENTATION $ RIVETS O 18'O.C. 010.3'S.S S.Ms.W/ 0.373"LONG NYLON NT.0.163•. / I MIN.3/4'PLYWOOD BUSHING W/A 0.150' I 'o MW.J/4"PLYWOOD 1/2'MN. REQUIRED LONG TOP SECTION 0.500• •SEPARATION 0.270".0.030' OA.AND 0245'I.d.ANDI TO GLASS ULTRAFAB g REQUIRED (SEE SG�OULE YlFA1HER 1/4'0 TAPCCNS OR 5t / 0.223"LONG BOTTOM STRIPPING EA. 1 0r "J CREIE_FlD( 3 SECTION 0.320'O.D.AND ON SHEET 1J) SUE gd 6 ANCHORS 6'O.C, yj 1/Y THRU BOLT W/ 0.245"Ld ') (�t N 8 WASHER&NUT O 10'O.C. ' V u _ EACH SIDE (TMP) 1/4 rHRu Brnr w/ 0 1/4"o rAPCONs OR WASHER&NUT O 5'O.C. � POURED CONCRETE OR LRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL / or REQUIRED �2"a4"CR 2"a5":1/8" POURED CONCRETE OR—i� 5'.3•.1/8"6063-T6 CONT. ALTERNATE 3/I6'ALUM. 1 606 CONT.ALUM. CONCRETE BLOCKU� ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5'O.C. ANGLE. RED AT REAR STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX.A.S.D. DESIGN PRESSURE RATING- +66.0. -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0• -66.0 PSF ^9 u 3 9� _. 3/16"ALUM.POP RIVETS® I SEE GLASSON S • 10'O.C.BOTH SIDES —(ON SCHEDULE q I ON SHEET 13) h n I ALTERNATE LEG / or E0. O. I &ANCHOR ORIENTATION v t COIDE TION C3 ALTERNATE LEG (SEE SHEET 13) &ANCHOR c / ORIENTATION 3/4'TENS SCREW IV/ POURED CONCRETE OR S/8'WASHER OR 1/4'.3/4' 2i CONCRETE BLOCK WALL BOLTS w/NUTS&5/8"WASHER o _W ' REQUIRED 4.D.C. BUILD—OUT FACE MOUNTING INSTALLATION sCONNELTAN :9 m e SECTION 4 cSEE SHEEP") o / EO. EO. OR 1 .3/4"TENS SCREW OR 1/4'a 3/4'BOLTS w/NUTS POURED RETE BLa &5/B"WASHER O 6"O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED / UILD .-MOUNTING INSTALLATION & CONCRETE BLOCK , a SCALE N.T.S. SY '••�,.� (BOILWFLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) = NO.4416 `; 02017 MLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM —71 Gr NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE ' 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. m/ATE IN ANY WAY TO SUR ANY INSTALLATION. 7•: IL E C INC. DLYL 4`Qe;' MIT TESTING&ENGINEERING COMPANY 1089P�HEMSTRW FT. CE s s••• . �(L 47s7 xx.ncY.sL.sls w,H.eiun warns_n ww 17-082 I SEE LIMITATIONS FOR ON SHEET 2 - ••....... '• L:Tm�l�w coaacjL 7+r'la, ..�.I,o�6iop.we�..��m DRAWING H, -_ NAI EN EB-o6D671B _ 1YALYER A nUJT Jr.PE. ' P.E'SFAL•/SIG4A/URE/DATE FLORIDA Ue.I)44167 -x-11 W/m/11 4Y SHEET 6 11 ,3 MIN.E.D. _ E0.—•—E0� POURED CONCRETE COtIECIIDN REWIRED tSEE SHEET 1J) 0.060"THICK SS, ROLLER HOUSING OPTIONAL RAW HOOD (NON-STRUCTURAL) (2)tMAN ' 410,3•S.S.S.MS.W/1/2"0 ROLLERS NYLON(TYP) .3/4"LONG NYLON BUSHINGS (Typ TOP)AND 1•LONG(Typ. I 8 e BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) 410.3"S5.S.M.S.I W/ O.J7J•LWNG NYLON 3/18"ALUM. BUSHING W/A 0.150• POT'RNETS, I LONG TOP SECTION 0.500" I O le"O.C. O.D.AND 0245.1.d.AND L € COM.0.183111370".0.030" 0.223"LONG BOTTOM ULTRAFAS WEATHER SECTION 0.320.0-0.AND STRIPPING EA SIDE(THP.) 0245"Ld. I 1 or Wq � ) ®T p MIN.SCIS ON } ,GT-n t as, CEiI u (SEE HEFTSCHEDULE3) WN.5 ARATION ON SHEET 1S) 1 �� TO GLASS (SEE UL SCHEDE I ) t Iv SEPARATION ON SHEET 13) I 1/4"0.1"TEK SCMV OR TO GLASS w 0Pf10NAL RAIN GWRD 1/40-20x1•S5,MS WITH (SEE SCHEDULE NUT ET&WASHER 0 4"O.C. ON SHE13) / or (NON-$TRUCNRAL) ! I 7 ALTERNATE 3/18"ALUM. i Y7' POP WVET6 O 5,O.C. I OPTIONAL IN IAT REAR. (NON-STRUCTURAL) up o ALTERNATE 3/16ALUM. s•ALTENATE LEG POP RAM O O.C.LOTION I I n a N M AT REAR n S a Ic ALUM.POP SIDES ANCHOR rN�-� (SEE SHEET C7 ^3 9 O 10"O.C.BOM SDES \\` (SEE SHEET C7 �I 3/10"ALUM.POP SIDES O 10"O.C.BOTH 90E5 0. SLAB IF EDGE OF SLAB IF POURED CONCRETECON?um N Ge I APPLICABLE REOIINED (SEE SHEET 13) / —.II EO POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.ED. REQUIRED W7Ah7CIgN es �_•MIN.ED. •MIN.E.D. (SEE SHEEP 13) .LIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE .BNOM-,� SCALE: N.T.S. 1111 /T�,p•'. �11�Q';:•••GE�S'•�'•.'Q ?, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * �Q,4 167 ••: ®2017 TILTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM QmN By' E.D. - EDGE DISTANCEILL 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) *' 07/20/17 IN ANY WAY TO SUR �LE ANY INSTALLATION. > ,o ST C 0,,.. FOLDING SHUTTER CORP. DATE �� ••• TILIT TESTING&ENGINEERING COMPANY 7089 HEUSTREET HALE _ '•., '� em xw.]eu.eL.sb.w4 HrCJtu wmoq n 33IN WEST PAW BEACH.FL 33113 17-082 t r....[.apT3n-lAab RU 1800-643-8371 1 SEE LIMITATIONS FOR®ON SHEET 2 - a••• "yrs. L� - ti cR.caoaol.wm mJcknn hutto n, 0ruw+c H. SS�/){/NI\ �\ ,•L EB-0TILUrJ etY'r�4• H WALTER A TIWf 44 P.E. .,,p,€Y�FA.LfSIGNANRE/OATE RORIOA Ue.4 44167 m.a-au Aa/abrn r� SHEET 7 OF 13 POURED CaVCtETE OR GROUTED CONCRETE &600'MAX BLOM MAIL a-n.ocn IEEE S9WLE) H SPM!TUBE RRA SCNEDUIE aANO s 91-1)"1ai.E sammEl / x ` X ( TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE TUBE TOP OR BOTTOM) Tk (e)1/r.3/4•TDA Ly. - -------- ALLOWABLE TUBE REO`D ANGLE NUMBER OF ANCHORS u r D.c LaxclwuMLr. 0 0 0 -----0 0 0 MAXIMUM SPAN LENGTH EA. END PER END OF TUBE -SPAN TUSE telt 2CREDULE - -- ------ - TUBE PRODUCT 0083'7°/LL°r o 0 0 0 0 SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM (bJ '�i1oi 1/4•R,J/4•ra SCREW - / TUBE TUBE TUBE 0 Y O.C. 1/2•iYP. 3.r a r.r a /L J;r a s',3' 60" 106.0" 13 8 ?9 ;2;1/1•.tETURx Y,2;1/4•.LE6ttiH E Ta"LL M1GLE 0083-Te ALUM ANG TE a 2"x4"x1/8" 96" 85.0" 17 10 (SEE Sc LmUIE) (SEE SCNC UW ANGLE i 144" 69.0" 13 B r 'GRN TfYP. s{i•.i//a.`riExcTx � r 80" 117.0" 17 10 60&3-76 ALUM.MULE p t at 4 1R• 2"x4"zt/4" 96' 110.0" 21 12 (OEC wo�IE) 1 �m TueE E0 C-) 144" 91.0" 21 12 i 80' 109.0" 17 10 SPAN TUBE MOUNTINQ INSTALLATION TYPICAL ELWON (TORE AT TOPT 2"x5"xl/8" 96" 100.0" 21 12 SECTION X 144" 81.0" 17 10 ....n KTS SPAM TUI's Let' 80" 124.0" 21 12 r OPENURO 11 M 2"x6"x1/8" 96" 114.0" 21 12 r r 144" 93.0" 21 12 pt r,r m ru•> Y,4•ar 3b•« :IL VALID SALSO HUTTERS FOR T ABOVE NT TUBE INSTAUATION ONLY WHEN THE SUMATION OF Teff �Y.2',t/4;LEr1GIN ,{,r 1 SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE 6fAX. PRODUCT SPAN 6063-16 MUL.INCtF t J;2•./4'.(MOLE (Stt 604MULE) mm-r6 ALUM ANGLE / SHOWN ON TABLE 1. (sEE y I I TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) MAXIMUM4,3/4•TEX SCREW o 0 0 0 0\ TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS 1/4. • •e•G.C. ------ ------- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE SPAN TIRE PER SCIEDVIE - -----•-- ---- ];Y.t/4;LE1L'TX SOLS-T8 ALLOY � � (=AWu AnTAE 60" 76.0" 13 12 (set:sDEDutq (6)1/4'.3H•TENS SC7E17 H 2"x4"x1/8" 96" 60.0" 17 15 &DOD•yyL, AT 2.O.C.LG1GnAJYiir. 4•M SPACING 9P"TUBE PER SCIEWLE POURED cw+tRET[ S1JmuL eETZEDI ANCNOR5 DTPT 1 144" 48.0" 13 12 OR GROUTED BLOCK Wu CONCRETE (2) ROAS(mj(ss4E Sa EM TYPICAL TYPICAL ELEVATION (TUBE AT ROTTOMI 80" 87.0" 21 18 &s SPAN TUBE MOUNTINQ INSTALLATION 2'x4"x1/4" 96" 79.0" 21 18 SPAN NEE Lal 144" 65.0" 21 18 (6)1H•.3/r TEXS SOEr " .0 3•a'x 3•.2;1/4• 4 12'M M. 77.0" 17 15 Ar r O.C.LoNcauaLDUY. LENGTH 6083.60 n1zr.ARGUE -OPENING 1/r M. (3)sons or 1/4•R (�SCNm1ltA I 2"x5"x1/8" 96" 70.0" 21 18 r.)(ANCHORS ( SEE s0EDu7E) v p t 144" 57.0' 17 1 15 80" 88.0" 21 18 2"x6"xl/8" 96" 81.0" 21 18 • � _ i �� 144" 66.0" 21 18 � Z Z 0 O INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 6Dm'1AnL 11."!3O.Cm/4,TpC�T - -------------- OR GROUTED CONCRETE BLOCK WALL (SEE Somult) 1 O 0--------------0 O 1?_ SCALE:N.T.S. SPAM TUBE PER SCNEDLLEE PER S01E7J1E mal-re MLor O O O / O . 70. E)AtI�NI/Y�q frJ, 1 .A.S.D.DESIGN PRESSURE RATING- ±72.0 PSF ERA TI 3�inUM4m6J-rs / y13• �j�iy( ' FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) A1W.ANGLE p°'9f I (SEE 6MOLE t 4167•' _ ®ton TILTECO we TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM GRAM By` 35 -o T C FOLDING SHUTTER CORP. DATEPOmED CONCRETE 'L E �M EtmG OR DMILED Toes HEIISRRELT PLACE BIDCK WAIL amuum 314'or J•.r o.3;2;1/4' �•��'.� //�T•'��. ,` i1117T TESTING t ENGINEERING COMPANY WEST PAW BE/C11,R.J31/3 (D)1 4•.3/4•TENS scan LENGTH 6083-78 A1DM ANGLE TYPICAL ELEVATION /TUBE AT MIDHEIW ORI ,r•`� L71 Os6 Nv.3E6.st.sr..Jas ac1aA ewzrx n aT1u 17-082 AT 2/O.0 IDWJIVDTMLLY. (SC[SCNIDUIE) �Ty[. � ���(rCT"••....... r�\`,iL1 N"�" TmaT O:Uil COOad c]mm rl-1'J1 mH.ftld�nprhuli xun GRAVING N. SPAN TUBE MOUNTING IN�A�T10N AFAIt SEE UNRATIONS FOR ON SLEET 2 / 6 WALTER aEB-nuErlar.P.E. rR or. �P.L•�•• SIgN41lfRE/DAIE FLORIDA De. 41167 "p ' 1� SHELT H Di 13 MEN I/Cot 1 J/- (SEEE•SEHEEET 0"'m GLASS v rNcHo /CRETERDf ANC/10t6 0 10'a.c. 13) ExLNmJcsTRucnulE STRUCTURE `( SHEET 13) s s 5.75Vur.) / STRUCTURE 1 ]/a•P TlBiFAOED �� / \ 3/16GOP RIVETS OR S/CRETE-REX O CFNIERPIECE FOR 1/4•o.T]/l 1/4-.3/4•TEIG O (TYP.) ANCHORS � ANGHow o 1e O.C. 13 le•O.C. 1 15 1 1 r /16•PCP R\ 3 1 or } OF t of 1 OR 1/4.3/4- Taor t m o le D.C. FACE f 18 90.01 90.012 END CONDITION 3 so.o 90.01 3 /I6•POP RIVETS OR a \ / 8 4 SHRWN 18* r-/`" ° / (LEVERS IMQBGR pRl 51 �/�' OR DaEFUOR) E/�1 ERIOR Ism Nam T) (2)Os O 30•O.C.O mGSP,w roR OP m 99- / \ UIOSP/UJ FOR W TO 09 1 \ o.c o uo uQcnR70w aTo°NOSPAM Cnnwue 8 HORIZONTAL SECTION 20 Ta 144•SPAN CIp 1a SCREW MAY BE INSTALLEO� (LEVERS„AGR \ NORQ0.NTAL SECTION ,Mn,f R BE IESI (LEVERS VIROR) INTERIOR OR F7aEFU0R) OR E7a0uCR) / /i6'PoP RIVETS \ OR 1/417/4 212•.1/0'CONT. //���\ Tab°1a'O.C. ' *NAY VARY AT IASf SLAT AT TRAPPED UISTALLATKNLS �n OR 5 6063-T6 Id1D1'ANGIE� 4 ORl-7J I J TAPCON/CRETE-RD( SHO •, 3 / ANCHORS 0 16.O.C.TO ,09S a/is'0 REO— SHO T SEE La1(TATt0P13 FOR IO ON SHIM 2 Dass 0 STRUCTURE AH D.SnNGISTRUC TO CTURE \ COSMIC STRUCTURE BUILD—OUT 60631�ANCLE END CONDITION P RIVETS OR 1/C. 3/ ExST=STRUCTURE UT ' 4w/ END LOCK ANGLEiS 0 12 o END LOCK ANGLE HCRQONTAL SECTION IWRRONTAL SECTION NOTE 1 2•.2'.1/a-6°07-76 1/4•a 3/4•TEx CONT.ALUMINUM 6ENr ANC1E---\ SCREWS ATIACHEO TO OTT ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERRIECE O 6.O.C. INTERIOR CENTERPIECE®OR %, INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE @. A (2)N o so TOo IBO(2) FOR U�P O.C.08' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE 70P 1.100' OF THE TIP SWILL BE SQUARE, SPAN&(3)OS)o 70 0.357'x0.357'AND IT SWUl BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @8 AND SECURED o.e o u°sPATPOR LLP TO 14V SPAN(THUMB INTO IT WITH A 0.120" CA. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MAY BE INSTALLED A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTEACR OR°aEMR) OF THE TIP A SQUARE, 0.475'.0.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE C8 , A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE too SHO VT 1.375' LONG, WITH A 0.366'xO.366'xO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @). THE TOP OF THE PIECE MUST INCLUDE A 0.684' (LEVERS OR Da R) DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Soo L SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 1$ MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR�aJ (OR ER,W.)R SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL U�J�C�TI E•1. rrC/`=~ HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ��• GA 2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM omw Br•. END INSTALLATION DETAILS INTO CONCRETE, axis CONCRETE BLOCK & WOOD (AS APPLICABLE) IL E C O�pT. FOLDING SHUTTER CORP. 07/DATE 20/17 w ••7 -"'!_v� TILLIT TESTING&ENGUJEERIN°COMPANY 7080 METISTIJEEf PLACE ali! x,n.X Sm.70!V1tO1:>1 WGOa.R 3],60 WEST PALL BEACK FL 33413 17-082 `�O�:••.;L2pR10A:a��l' ,(xnpT,_,,,;. (aw7n1-,81, PH:TeoOf ft- Tl .-max:UTbcoCcoleom „r.oleJlplluYM.DOm DRAMS No .• JIl E9-0006710 WALTERA.TOLT Jr.67 --.per ••��JA FLORIORTDA lJc.8 x4167 m/cA/n a SHEET 9 OF 13 2' 2'•1/8' 1 �AILYWUY ANGLE BUILD-CUT MOUNT A A PER SECTION 4,SHEEP 6 (2)3/16'POP RIVETS. 2'.2'a 1/8' EACH LEG OF 2-.2' ALUMINUM ANGLE ANaE ANGLE LEG MAY FACE AWAY FROM OPQeNG (AS SHORN)OR TOWARDS c OPENING NO ANCHORS P i REQUIRED1RUCIUURE Ri 9 9 ' JillIV euu-aur MOUNT PER SECTION 4.SHEET 6 (2)3/16-POP RIVETS. EACH LEG OF 2'.Y ANGLE ALTERNATE WALL EXTERIOR ELEVATION 'SILL AND BOTHFSIDES FLAN VIEW A—A YouNT FOR a1TE BOiN ANGLESOF PRODUCT OR i (2)t .'P.]/4• OPTIONAL SIDE ANGLE ,/ TENS OR POP V' I 1 1/2'.1 1/2'+1/8•.0'-2' (FOR SECTION 4.SHEET 6) RNE15 PER ANGLE TO YW.AIJ/NINUY ANOIES TOP k TUBE BOTTOM OR TO 1TALL(2 REQUIRED) (mss)i Q Tom/— EA.ANGLE TO SUB 0 g 0 1/4'0>,1 3/4' ?Ql p0 FEEND PIECES ND OR FNOT BE MT ANGORS 0 is'O.C. 3/16'POP RIVETS OR • ' /5� 1/4•.3/4-TENS 3 DUSTING STRUCTURE 4. o t2•o.G ' .n. J 2 1/2•MIN. < it CORNER POST t ="y EDGE OF CONCRETE G ISOMETRIC SLAB END MP.AT TOP AND BOTTOM SUBS) EN R�ERS�T BE FIAT 2 TRAPPED END CORNER POST CONDITION Wf FLAT END HORRONTAL SECTION ��' t�L cTT�`^• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) . ��� ;�,,T�'� 0 201 TaTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DHAbN END INSTALLATION DETAILS INTO CONCRETE. W.L. CONCRETE BLOCK & WOOD (AS APPLICABLE) - 1� E C o�No. FoLDING SHUTTER CORP. °'A � _ I D1TE TILUT TESTING R ENGINEERING COMPANY 7089 HEMMEET PLACE ,Cr..II'��••. IR,vl Awl�.31 n.5d.!Oi tu¢rA GWOFA;R. I" WEST PALM BEACK ET.3x13 17-082 �:• f' 'eTm ia..'WmOle�00N�>,,m, Pit JQWLVshut`-et DRAWING H. �.. :', EB-0006718 _ '" WALTER A.TU IT Jr.P.E. PE SELL/SICtU7uRE/ORTE PLORID0.Ue./44167 m t3-au mpmn m SHEET 94 OF 13 WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FINISH 0.oso•THICK ss. i10,3•S.S.S.M.S.W/1/2.0 x3/4' Ti. ROLLFA HOUSING LONG NYLON BUSHINGS(Typ.TOP) CONNEam c2 ELMAND LONG(TING BOTTOM),EXCEPT_, AT ROLL LER HOUSING Barr.) 0.000•THICK SS.ROLLER HOUSING �W (2) Si _�� I! (NON-STRUCTURAL) -Si IT! 0.855'0(TYP.) 0� —' RIP WAD COM.LTo00 I3/16'ALUM.POP HEADER REO'D. /10 3'SN SNYLO W/ RIVETS.O la•or_USHIN LONG NYLON CoNT. F- 6USHOP E A 0.150• ICl LDNC TOP SECTION o.S00' 0.1&7'.0270' OO.D.AND 0245'TA.AND x0.0.70- 0.22]'LONG BOTTOY �ER0.72D'OD.MID STRIPPING 0245'Ld. SIDE(aYP.)� t9. 3/18'ALUM.POP (m) RIVETS,O 18.O.C. ATDTI YIN.SEPARaTD21.41 CONT.10 GLASS HEADER REO'D. TGLASS (SEE HEET 13) 1 0r I TO SCHEDULE 1 Or ON SHEET 1]) p-a,t ON SHEET ID) �t 2'x41 CONT.WOOD I 1C7 PLATE REO.O.� I WALL FACE MOUNTING INSTALLATION W i SECTION 2W (TOP) cDNMEcnoN ci •': WALL RliSH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ,�TVAFAIs,,,��- �EP A. rltl 5T. •• CE••• FLORIDA BUILDING CODE (High & Non High Velocity Hurciccne Zone) 1 SEE LIMITATIONS FOR®ON SHEET 2 ; 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D ABY.- NO.44167 Y`NO.44167 E NOTES* NOTE FOR COMBINATION OF SECTIONS: t 07/20/77 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO 1b I L E C 0m., FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL a- MOUNTING SECTIONS CAN BE COMBINED ` Q 7059 HEMSRLEET PLACE IN ANY WAY TO SUR ANY INSTALLATION. Q nwr TESTING tr ENGINEERING COMPANY y�Pµ3 ems•FL 33415 /�•4,. e7a1 Ne.ecu+s4 sI.we W4:trA 4YDD9,n A1.0 17-082 �.(`S p �...]654T.-.4U... •c4.7y1-,a1 Pit feoo-au—es7L ( ........... .•C -moa:LtheoOed.eom m.feldnOxxiAlaraeam GRADING No { _ 1 WALTE®AOMLLUY Jr.P.E. WURP/OniE FLORIDA Ua P 44157 m v+a1A m/.cm A� SHEET TO OF 1.3 1/4'a N 3/4'TENS SCREW OR 1/4'.3/4' BOL75 W/NUTS&WASHER O 6'O.C. j 4'.S'(lin.)EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY OF DOSTING_WOOD BEM/TO BE \k ENGINEER OR ARCHITECT Pr OR 1 WALL FINISH 0.060"THICK S.S. t SEE LIMITATIONS FOR©ON SHEET 2 To PRoOucr INSTALLATION. / ROLLER HOUSI�'G O / r 2'.4'CONT. .CON)NdETI N G WOOD HEADER I OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS, REO'D.�� ED. EQ. (NON-STRUCTURAL) / 1- MOUNTING SECTIONS CAN BE COMBINED IDN C5- 010.3 AAg "S.S.S.M.S.V7/1/2.0.3/4• \ IN ANY Y/AY TO SUR ANY INSTALLATION. rLRG NYLON BUSHINGS(Typ.TOP) / [7 •t AND 1'LONG(Typ.BOTTOM),DCCEPr AT ROLLER HOUSING(TYP.) • W /NOTES, I--E OPnONAL RAIN HOOD 1 I/ / /(NON-STRUCTURAL) (�L� o n 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 5 ------ �- BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL a v I;D-0(TYP.) 1 � ' J PwVp10 N 3'SS.S.M.S.0- ONG T LONG NYLON LTEBUSHING W/A 0245' LANG TOP SECIILO 3 18'ALUM. ALTERNATE - O IB'O.C. 0.500'O.D.AND 0245"i.d.AND 0.227'LONG I a RIYEIS, NOTE CONT' BOTTOM SECTION 0.320'0.0.AND 0.245'I.O. O 18"O.C. I (SEE HOTE ) 0,183•.Oz70'A.030' ( - I ITYP-) MIL SEPARATION - ULiHAFAB WEATHER ` TO GU55 ISTRIPPINGEA.SIDE I I (SEE SCHEDULE 1 O! '�t c ON SHEET 13) MIN.SEPARATION I I or ZR t N �TU"TO SEPARATION ON I I GLASS (SEE SCHEDULE I •aI'i (SEE SCHEDULE ON SHEET 13) 1 Of _ 'S aN SHEET 13) 1 or t -- ®t I I I or t 3 ALTERNATE 3/16'ALUM ALTERNATE LEG POP RIVETS O S'O.C. _ r LOCATION - OPTIONAL RAIN CUARD\ ALTERNATE LEG AT REM. - -1� �f�_i j I,EE NOTE') - (NON-STRUCTURAL) j LOCATION WE I r s L 1 J� MIN.O GLASSoN SEPARATI I I YIN.� SEPARATION pr �I t SCHEDULE 13) _ 1 TO CHER(SEE scxlnuLE _ � or ® �� ON SHEET 1J) e1 opnaNU.RUN cuaRO (NON-STRUCTURAL) n )SCREW ORI'/ra 20"at' ALTERNATE 3/16'ALUM POP Rum O S'O.c. B.S.NS WITH NUT& AT REAR. io WASHER O 4'D.C. n 1n 3/16•ALUM.POP RIVETS 1 3./lo"D.C.80TH SIDES EDGE OF STAB IF APPLICABLE EDGE OF SLAB ALTERNATE LEG& 'R _ F APPLICABLE ANCHOR LOCATKIN o n WiOfEl '- (SEE NNOTE C4 2'x6'MIN.I OOD DECK REQUIRED (NO FINISH ALLDWED) CONNECTION 1b EDGE OF s Y NTN.E.D. SLAB IF EDGE OF 2'NTN.E.D. APPLICABLE ! SLAB IF JAPPLICABLE=EO. t SEE LIMITATIONS FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I — 1 YIN.ED. I'611!1 E.D. NOTE FOR COMBINATION OF SECTIONS: SECTION 7BW (BOTTOM) 2DECK MIN. . i- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 21.4'TE GENE.WOOD ro CLASS NOTES: PLATE REO'D. (SEE EfEET SCHEDULE SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO ��T\\1�� 1� BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL � WALL FINISH (3)s/t6'o IN . 2- SEE SECTONS 8W& 141Y FOR MAX.A.S.D. DESIGN or t SCREWS W/2 1 2•Nw. �Nw.ED.� I,H PENETRATION AT LIDWDJTN PRESSURE RATING& SPANS O / \/ 1'a{••1/B' I oI (27 OF RAFTER/TRUSSES p \ B063-T6 CoNT. ALUMINUM TUE 1 r r 91 g i 1/4'a4'(6063-T=)MT —EXISTING 2%WOOD J PLATE W/1/4.0 1'TEK TRUSSES OR RAFTER 2•x4'YIN.YI000 + g SCREWS O 6'D.C.w • �v AT 24'O.C.YA%. STUDS O 16.O.C. BETWEEN TRUSSES DR 1/8'x{•(6063-i8)FW I. PLATE W/'(6 SCREWS O{'O.C.IN = J (2)1/4'O TAPCON OR 1/4.0 CREIE-FLEX 1 OD SCREWS OR 1/4-0 BETWEEN TRUSSES _ EDGE(IF APPLICABLE) IN LAG SCREWS AANCHORS #14 T M105 DTH OF EA .STUD 2 1/2'W.THREADED PENETRATION INTO W000 • SND I 1/{•o a 3/4'7IX ( 1/4'MAX.PLYWOOD EIaSTING SOFFIT ` A 1 --810x3'S.S.S.M.S.W/t/2'0 x3/4•LONG 1` L , LLL ccc0•�^p, ss.SCREWB OR 1/4�21)NUTS 3/4' E IM111 WAS BOLTS 6' NUTS& 0.855'0(TMP.) NYLON BUSHINGS(Hyp.TOP)AND I•LONG 1 I r( ' ' � I ' 1/4•o x 3/4'TEK WASHER o 6•D.C. D.3'14., a 3'S.S.S.MS.W/ I a .)BOTTOM),EXCEPT AT ROLLER HOUSING MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373•LONG NYLON BUSHING W/A 0.150' I INSTALLATIONS DE.TJ�k� Mt --'.. SECTION 14W (BOTTOM) LONG TOP SECTION 0.500• 0.163` coNT.aD270• ` G.D.AND 0.245•Id.AND ± 0.030' `,T\ (/ MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, —60.0 PSF 0.223'LONG BOTTOM MIN.SEPARATION ULTfUFAB INTO WOO R+ _ �✓ SEcnox 0.320.O.D.AND TO Gtws WEATHER 1 q� Q`; "•E•�•"''•.• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 0245'I.O. (SEE SCHEDULE STRIPPING EA or Q�t SCALE : N.T.S. G NS (TMP•) ON SHEET 1S) SIDE I I D2o17 T43EC0 NoJILL .44167 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM IRAMN 81-' t' 07/20/17 FOLDING SHUTTER CORP. DATE 71LIECOiNe. HEADER TO TRUSS MOUNTING INSTALLATION �,'•, ��"-0 Lod TIWT TESTING k ENGINEERING COMPANY WEST PALM BMHT 3M1J sass NIA anA.a ss".I. aca,xaawA wools n]]I4E 17-082 SECTION 8w (TOP) Oirn•• 0 YJ \`111` res a-'1J".eco0ON�wmRH-Im, PH: ural�s4m DRARING H. EB-MAX. 0.5.D. DESIGN PRESSURE RATING +60.0, —60.0 PSF `S V HI YULTER Apnowrlar'P.E. �d -P. 1(1RE/DATE FLORIDA U. 44167 0D 1-1. Ol/10/Il Rr SHEET 12 of 13 ( MAXIMUM WIND PRESSURE .s.f.) CONNECTION CAPACITY 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 A. 2LE & CONCRETE BLOCK FOR SHORTER E.D. (2' FOORR AA, 2 1/2" FOR B & 2 i/4' FOR C ANCHORS) nem NAXWD SIMS WANS AUX.A++cMmu CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE FRESSURE pzkcmPosrWE N CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLO � CK epz PSE &80�+ TYPE SPACING TYPE TYPE (L+1 (L_t TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psi 144.0" 144" 180 Ib tt A B C A C E A C F A B C A C 60.0" 60' 88 Ib ft 9 425 LB FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 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 9 417 LB FT = 388 LB FT _ 134 L8 FT 144" 144" 210 Ib ft 12 387 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 4 418 LB FT 202 LB FT 60.0' 60' 100 Ib it C2 9 456 LB/FT - 362 LB FT 250 LB/FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/Fi - 334 LB/FT = 142 LB/FT 40 psi 100.0" 100" 167 Ib/ft C2 9 417 LB/FT - 362 LB/FT 190 LB/FT 144" 144" 240 Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/ff 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0" 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0" 80.0" 154 ID 1t C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 as9 LB/Fi - 375 LB/FT - 202 LB/FT 46 psi 97.0' 97.0" 187 Ib ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 3G4 LB/FT 418 LB/FT 631 LB/Fi 3 760 LB/FT - 572 LB/FT - 304 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 3 445 LB/FT - 370 LB/FT 134 LB/FT 144" 144" 276 Wit C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/Fi - 60.0" 60.0" 125 Ib/ft 97 FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0• 89.0" 187 Ib ft 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psi 100.0" 100.0" 20B Ib ft 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 ID ft C5 6 4 FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT f0.? 140" -300 Iti ft 8 - 670 LB/Fi 243 LB/Fi 250 LB/FT 432 L8/FT 311 LB/Fi C5 6 339 LB/FT - 334 l.8/FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/Fi 325 LB/FT 215 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 41 FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psi 100.0" 100.0• 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - 120.0" 120.0' 275 Ib it3 663 LB/FT 756 LB/FT 646 LB/FT - - 137" 134" 330 Ib ft 4 269 LB/FT 301 LB/Fr 183 LB/FT - - 114 LB/Fi 153 LB/Fi 4 232 LB/FT 236 LB/FT 183 LB/FT - - 60.0' 60.0" 150 Ib ft C7 3 358 LB/FT 402 IB/FT 244 LB/FT - - 152 LEI/FT 204 LB/FT C7 _ - 80.0" 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/Fi fi0 psi 100.0" 100.0' 250 Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0' 288 Ib ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 562 LB/FT 691 LB/FT 614 LB/FT - - 131" 126" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/Fi 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0 59.0" 160 Ib tt 65 psi 92.0" 92.0" 100.0" 1 00.0-C 271 lb/ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123- 60.0' 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psi 100.0' 100.0" 292 Ib ft _ SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118" 374 Wit SPAN HURRICANE ZONE HURRICANE ZONE A 59.0" 59.0" 1 ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psi 100.0" 100.0" 313 Ib it 5'- THREADFORM TECHNOLOGY 10' 2 1/2" 1" 2 5/8" 117' 114" 387 Ib it AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 80 psi 113" 111• 400 Ib it 90 psi 107' 104" 424 ID ft >5'-10" 2 5/8"+ 1" 2 3/4-+ C 1/4" 0 CREPE-FLEX 3.00" 3.00" D N A 3.00" 3.00" N A N/A Ib 100 psi 101' 99" 447 ft TO 8'-3" / / 110 psi 94• 90' 468 Ib ft 120 psi 87' 82" 484 Ib ft E 1/4" 0 ITW-BUILDEX N/A NIA N/A 1.00" N/A N/A N/A 2.00' >8'-3" 3 1/2- 1" 3 5/8' TEK SCREWS / / / / / / 130 psi 80" 76' 483 Ib ft TO 12'-0" / " 140 psi 74' 70" 484 Ib ft #14 NDS WOOD SCREWS OR NIA TFA��iii..e.p F N/A N/A fL N/A N/A N/A 2.00" / 150 psi 69' 66• 483 Ib ft }Ai _ 1/4- NDS LAG SCREWS AS DEFINED BY ASTM E-1996 STANDARD. R A•T1( 160 psi 65" 62" 483 Ib ft .1'�'`C. �/T FLORIDA BUILDING CODE (High & Non High Velocity Hurticone Zone) ANOgS: + EXCEPT THAT 3 5/8• SHALL BE USED " L+:MAXDAIIId ALLOWABLE PRODUCE SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, �+�.......F �':� ®2017�7EC0 INC, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA LN tTr: GIVEN POSRNE A.S.D DESIGN PRESSURE RATING. 4, 4A & 7A. Y.L. L-:MAX.ALLOWABLE PRODUCT SPAN FOR A 07/20/17 IL E C O t11c GIVEN NEGATIVE A.S.D.DESIGN PRESSURE . FOLDING SHUTTER CORP. DATE RATING. y��¢� TILLIT TESTING&ENOINEERINO COMPANY 70118 NE MEEE PLACE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS -01 4C(OE� CC WEST PUL REN:K FL 3MIS 17-082 EQUAL TO THE N.ICllM1161 DETERMINED PRODUCE ; nW.aaA.s4 sv.so;WxrA uxa0q rl 111Le PN:1600-613-6371 t1 e-Incll:GTIecdOad.eom ves.fdQlAgeANleReam DRAWING No ^• URiO > ,� WALTER °TIU6/7F'J,P.E. mmm. urt m. SPAN BETWEEN'L+•AND 1 :0 .L �j[q a& TE FLORIN,Ue. u167 m u. m/ayn SHEET 13°F 13