Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 uyL Iff—T w s . BCIS Home Log In t User Registration f Hot Topics Submit surcharge Stats&Facts I Publications I Contact Us ! BQS Site Map Unks I Search f �! 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 i 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 Waiter 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. © Validation Checklist-Hardcopy Received iI Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 O.PDF i Refereniced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgv2aBQpHpQQ... 2/12/2.019 I� Florida Building Code Online Page 2 f 2 I ProductlApproval Method Method 1 Option D I 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.Tilsit 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 F71 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 TI he state of Florida is an AA/EEO employer.Coovriaht 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 mall 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 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: ®Eq M C[editCad i I I ' I I h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 GENERAL NOTES- 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON'THIS PRODUCT-EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR, (C)TO EXISTING WOOD FRAME BUILDING: G"0.46:MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6th.EDITION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE.ZONES'(HVHZ)AND OUT OF THEM(NHVHZ).. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,..OR 1%4"0 CRETE-FLEX,AS MANUFACTURED BY_RW/BUILDER, INC&ELCO CONSTRUCTION PRODUCTS,.RESPECTIVELY,.OR# 14 NDS WOOD SCREWS OR 1/4'0 NDS�LAG,SCREWS.. DESIGN.WIND;LOADS SHALL BE,DETERMINED AS PER SECTIDNS 1.620 (HVHZ)�&_1609_(NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BlSIC 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 SHALL NOT EXCEED THE MAXIMUM A.S.D.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-FLED(OR:Q14 NOS WOOD SCREWS OR, REDUCED TO.AS.D.DESIGN WIND LOADS BY MULTIPLYING'THEM BY 0.6 IN ORDER TO COMPARE THESE.W/MAX..(A:S.D.) 1/4'0,NDS-LAG.SCREWS.INTO'THE•WOOD FRAME UNIT SHALL.BE,1 I/2'FOR:C1 THRU C4 AND:C6 THRU C8 .DESIGN PRESSURE.RATINGS INDICATED ON.*SHEET 13. CONNECTION TYPE;AND 20 FOR C5.OR AS-INDICATED`ON-WOOD SECTIONS ON SHEETS 10THRU 12.NO'THRFJIDED PENETRATION INTO WALLFINISH 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-%INCREASE IN ALLOWABLE STRESS.FOR-WIND-LOADS-WAS M.USED IN THEIR ANALYSIS.-A DURATION`FACTOR CO - 1.60 WAS USED FOR'VERIFICATION C;2)MINIMUM EDGE DISTANCE OF 1/4"0 TAPCON-OR'1/4"0 CRETE-FLEX OR#14 NOS WOOD SCREWS:OR=1/4'0 NOS - OF*FASTENERS.IN'WOOD. - TAG SCREWS.INTO WOOD-SHALL BE AS:SHOWNION SHEETS:16.THRU 12. FOLDING.IMPACT PROTECTIVE,SYSTEM AOEQUACY.FOR.IMPACT.AND FATIGUE RESISTANCE HAS BEEN VERIFIED.IN ACCORDANCE WITH C;3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EOSTING SECTIONS 1628& 1609:1.2 OF THE ABOVE MENTIONED CODE'AS•PER'TESTING PERFORMED AT HURRICANE.ENGINEERING'TESTING, INC. WALL.ANCHORS.SHALL'BE'LONG ENOUGH TOREACH°TRE 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-201• MINIMUM THREADED LL BERATION SHALL TO INDICATED ON.NOTE SC.1 ABOVE. TAS-202.AND TAS'-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER•.SECTION PROTOCOLS 1604:OF THE FLORIDA BUILDING CODE ,(D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FYe33'KSI (MIN.) MATERIAL. 2. STAINLESS STEEL:SHEET;METAL SCREWS USED AT SLATS G&0 SHALL BE d 10 x 3'..410-Hi MINIMUM SERIES W/ 173.6.ksi YIELD; -1/47 0 fTW BUILDER TEK SCREWS;,W/FULL THREAD PENETRATION. STRENGTH'&187.4 ksi'TENSILE.STRENGTH..SCREWS SHALL BE COATED WITH XYLAN¢000:SERIES FLUOROPOLYMER COATING,AS MANUFACTURED,BY WHITFORD CG;BOX 507.WEST CHESTER PA 19381. NOTES, 3.ALL ALUMINUM.EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER/S INDICATED ON SHEET 2, MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITW BUILDDL TEK 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 11 TENSILE STRENGTH'OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL HW/BUILDER TEK SCREWS AND SHALL COMPLY W/FLORIDA.BUILDING CODE SECTION MANUFACTURER 2411.3.3.4.ALL ALUMINUM POP PRIVETS TO BE5052 ALUMINUMALLOY'WITHALUMINUM MANDREL 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY:THE SOUNDNESS AF.THE STRUCTURE.WHERE PRODUCT IS. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS.SHUTTER SHALL.ONLY,-BE ATTACHED TO CONCRETE„BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL;OR AISI 304 OR 316 SERIES STAINLESS STEEL WiTH:35 ksi MINIMUM YIELD STRENGTH. WOOD.FRAME BUILDINGS. 6..ANCHORS.TO WALL SHALT.BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A.VISIBLE PLACE 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 MANUFACTURERS LABEL,SHALL BE LOCATED ON A READILY VISIBLE LOCATION'AT•PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFO.RM'TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC.TO MIN. f'c-3192 psi. WITH`SECTION 1709.9.3 OF THE.FLORIDA BUILDING.CODE ONE.LABEL BHALL•BE PLACED'FOR EVERY.OPENING. - 1/4''0:x 3/4'SOLID SET,AS DISTRIBUTED By ALL POINT SOLID SET ANCHORS TO MIN, Vc-3000.psi. LABELING To COMPLY WITH.SECTION 1709:9,2 OF THE FLORIDA BUILDING CODE - 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'c=3350 psi. 11.FOLDING'IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY.WITH SPECS'INDICATED IN'.THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE:PERMIT.IS APPLIED TO; Ai) 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 THIS:ENGINEER IS GENERIC:AND'DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le'.WHERE.THE SITE CONDITIONS DEVIATE'FROM THE,P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY'EMBEDDED (7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE.SELECTION,PURCHASE AND;INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S SCREWS USED SHALL BE 1 1/2" PRODUCT BASED ON THIS PRODUCT EVALUATION OOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE 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 PRODUCT EVALUATION DOCUMENT WILL.BE•CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL,BE LONG.ENOUGH TO,REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL,BE AS INDICATED ON NOTES.Al &A2 ABOVE. (D) SITE SPECIFIC,PROJECTS SHALL.BE,PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT'WHICH WILL BECOME THE. NGINEER OF RECORD.(E.O.R) FOR THE PROJECT AND WHO WILL,BE RESPONSIBLE FOR:THE PROPER. (B) TO EXISTING.CONCRETE BLOCK WALL:ASTM C-9D. USE OF THE'P.E.D. ENGINEER OF RECORD,ACTING.AS DELEGATED ENGINEER TO THE.PIED. ENGINEER: SHALL SUBMIT TO'THIS LATTER:THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4°O TAPCON.SO ADVANCED TH EADFORMDISTRIBUTED TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDIX, INC. (E) THIS.P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE.OF THE PROFESSIONAL ENGINEER THAT - 1/4"0'x 3/4'SOLID SET,AS DLSTRIBUTED EIY ALL POINT SOLID SET'ANCHORS. 1/4'0 CRETE-FLEX•AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED.R. NOTES t `/ THIS DRAWING SHALL ONLY BE USED TO OBTAIN B:1) MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR,1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS,1 1/4'. M►IL •`4a'r+• PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13, I. 11P B.2) 3/4"SOLID,SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8') INTO THE CONCRETE'BLOCK UNIT..NO ' t FLORIDA.BUILDING CODE,(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20.S.S SCREWS USED SHALL BE 1 1/2'LONG S• Q�•f8�• S ®2017 TILTECO INc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM *DRAWN a'•' MINIMUM SHOULD:STUCCO.EXIST ANDt 1'MINIMUM,FOR WALLS WITH NO.STUCCO. - B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, FOLDING SHUTTER:CORP. "A°"' ANCHORS SHALLBE LONG ENOUGH TO.REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ' ATE- SHALL BE.AS INDICATED ON NOTES B.I.&B.2 ABOVE 11 IL EC O INC. ' Q�• 15� TINT TESTING&ENGINEERING COMPANY. 7089 HFY6TRELT PLACE S/Y-�� t�")',',�(F�!-��• � sw.xn.uIu.lwstiJpwl.:wSw..xFvmal w(]Go°aqp"�»Xg-,1rt51.1a'Tlw WEAMAW1SEA...3=FL!S 73 -082U7L 17 JaldngOutcwx<m DRAVNG Ka .NA . WALTER A7IWT.J�.P:E. 'oocxmre wA mmw5 'I P.&5i�CJ$I�NATURE/DpTE FLORIDA U.g a1s7 we 1,-51, a SXEET 1 OF 13 .DTs• 2643' ]660' cl' r'(Ltl 1.5Q!'- ¢ �y I� • F� may. r Lrla< FLAT ND dDD'r.F]d• 6067-T6,ALco �. Sj T WINDOW (2),L l a "D° EX!'ERIOR CENTERPIECE .— SLAT 6£q8£ - -INSTALGAAONS--- 6067-T6 ALLOY 6063-T5 ALLOY 6063-T5.ACLOk -T6 ALLOY MAY INCLUDE'PERFORA'BONS AS PER (TO,8E USED ONLY FOR INSTALLATIONS INTERIOR CENTERPIECE DETAIL ON SHEET 3) .JO FEET OR HIGHERABOVE GRADE MEASURED AT'601MAI�OF OPENING 6067-T6 ACCOY SEE�COMPOIdENTB 20,21..&22 ON y' SHEET J.) 2.06• SOaT' ,6]i' 1,719" LT37' w r-1964' 2.i46'----4 2oIT" .5su .66f. 6 h.IPO• " 128, 1` �: .067' •ODO .R t y f� .693" .010^ 1 �.1 8 .100' o '~-°•,Qdl,•. •3 ABT• 4 �j xW 5' T.7T]' .2S1J• 1111' 2877" d� '2716' Q WALL HEADER �7f�R/" m B 0' CEILfNG HEADER BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY 'SILL�AD TRACK 6063-75 ALLOY 6063-T6 ALLOY 6063=76 ALLOY. 6063-T6:ALLOY. .Son- �L6D6^ t2 -- .096• COMPONENT a b ti t2 axto' 5' MAX. 0.125" 0.125" `�, .a9]• .7110• � +- N 2' 4'.MAX 0.25"' 0.25" 069' 0;082 C Q " !HB• 14: RAIN HOOD' ALT BOTTOMMCK ADAPTER 2 BOTTOM RAIN'GUARD (�q) ALUMINUM ANGLES 6063-T5 ALLOY 6067-T6 ALLOY 6063-.T6-ALLOY 6067-.T6 ALLOY ,,, ,,COMPONENTS' PONEN TS I 3 _ .]w• 11 �C ,N FLORIDA BUILDING CODE (High &Non Nigh Velocity Hurricane.Zone) ,,,�•� : \„, '.- 69.2617 TUTECOANC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ewN,oy' Y.L 8" — CET 2 F01 DING,SNUB CORP. �CE3.l1Y t7 TUB ••(�•:, \ 71WT 7ESTiNa-6 ENatNEERINa CaNPANY. WMS PM3iN :R.�T3 THUMBSCREWS, q., F^ Ws+x.xu ntPo.�ii (wf 1ua11B PH:1800 ab 17-.082 'OR .&(5) AT CENTERPIECE 19 CORNER PAST p + .utD<,o<,1.<Dm ,,.aac4w6 or��wc ND 6053-T6 ALLOY •• ORti�ti::•��.�',t` Efl-6666719' �,:e. .9rmm+ m.,, Mfmnol wu 6063-T6 ALLOY _ (� WALTER A.T)LLR'dr.P.E- MIN. 2La t/2"LON - �� _ TE RAR.U..g.4416T m,.6afw mom. SNEET 1 OF 13 ,T To—Hzrlenrrt (J)ROWS OF ,rMrtI HiPAlWC2 To¢urTa 1/4'P HOLES la4a FA SPACED O IN BOTH Z-CUP EACH SIDE TABLE 7i. SOURCES FOR &©1 800, IN BOTH OOO DIRECTIONS. R 3�. OF WINDOW(SEE TABLE'7) Omaw 3�SLATS 00 SLAT'S DARK/0 0 STANDARD 84 BASIC INKOVATIME KNUCKLE 00.0 KNUCKLE TYPCCL PRa-vwEs REFERENCE MQERLCC/ (TVP) 08c) (T . p) SCIENCE PLASTIC fy O o 20 fLC94KROLON'J103 LIPIAN TOY RESIN _00 V ____-_ _ 'V/E1WN0 ^ SPECIFIC GRMIIY' .ASTM 0792 0.043'to/in' 0.043 Ib/in 00 - I ! I WINDOW - _ - 'C& MFCueNICI� - -- --_--- RAl N'GgV of TENSILE YIELD SIREN G01 ASTA 0638. .9.400 P.91 :9.500 P.J. a9V 47� �j FLEXURAL STRENGTH AT YIELD ASTM,D780. 12;500 D,6:i. 13,400 P.s.i. Y�A. FLEXURAL NODULUS ASTM D790 340,000 p.o.l. 745;000 P..I. ZoQ t !Mu'J nio SNAP-IN END ,IMPAC; T.000" 2 Z ^ CUP TOPIS07TOM 222 AM. £ i OF WINDOW NOTCHED IZOD ASM 0256 IS FT-Ib/in 17 Fr-lb/in IT.g �� � =e (SEE TABLE 2) 'FIRE R 10.NM.E!He9eCTFRISxC9•. y3 �Ca - N* SMOKE DENSITY ASTM 02843 47.2 X 64.5}AIN(. �i RATE OF BURNING ASM 0635 C-1 CLASS C-1 CLASS 1 S 1 A SELF IGNITION ASM 01929 1040'F '980.1 h SECT WINDOW SLAT WINDOW 0.060"TMCK WEATHEBIDD: -ASTM 6155 POLYCARBONATE-VIEWING 2 W h ,IWNDOW'(SEE TABLE T) TENSILE STRENGTH AFTER WEATHERING ASM.0638 9302 p.1Bfl40..p.a.L Y -TENSILE'STRESS'BEFORE WEATHERING. ASM 0630 8461 p.a:i. 8080 P...*'.N� Z m N A MINIMUM OF/N24'APART•WITH 12'MIN.FROM IT SPACEDDOWS MAY BE IN ONE SLAT ENDS OF SLAT 70P G BOTTOM. TABLE.2: SOURCES FOR - SLAT MUST NEVER E INSTALLED ALTs Arr .O [c llA�ri TO ENTERPI£CES®ORAS,NOR AT CORNERS F PRODUCT. MASTER TOOL COMPANY O O T— TWJQJL PROPFRDES STANDARD sLAGK O°o o SLAT WINDOW DETAIL REFERENCE 2 e k GOO. (E1EVAnON) PHYSICAL SLAT'S O00 SLATS 20 SPECIFIC GRAVITY' ASTM D792 0.042 Ib/61' KNUCiy )K 000 KNVCKLE WINDOW MECHANI 0'0 a TENSILE YIELD STRENGTH ASTM 0530 11.500 P•si. 008 (J).ROWS:OF E°w'1 reo. g o.om' o.om' FLEXURAL.STREHCfH AT'YIELD. ASTM 0790 15.000 i. 808 1/4'0 HOLES A. p.s. �O FA SPACED S FLEXURAL MODULUS ASTM 0790 a50,OD0 p.sE. ,x MPC UEARANf:E J/H'APART a M1 ate. NPAGG TO WTfIOT1xM IN.BOTH- ,xwN aIY NOTCHED IZOD ASTM D256 0.6 FT-Ib/in Elxil. TOCNTeOTTW THERMAL PR DIRECTIONS. FDG6 =' urr UL 94 r� °'x30• aalo' COEFFICIENTOF THERMAL EXPANSION ASTM 0696 5,5 a 10 In/in-'F 21 G—�iLlT �iG SNAP-IN END CLIP FMEL ING:ITENPERATURE ASM D3418 500'F NO - TO BE USED AS AN OPTION,FOR ALL INSTALLATIONS @ SLAT WINDOW E.r_RZATrnnr UNDER RAWE'MISSILE:MAY INCLUDE PERFORATIONS AS PER THIS DETAIL -MAX. PICAL .n SLAT WINDOW DETAILS 4X (2)WINDOWS BE W ONE SEAT SPACED MIN 24'APART MAX EVERY°°'SLAB): Wf 2Q VIEWING WINDOW & 21 621 GLIPS TYPICAL ALTERNATE PERFORATED T A>,'" 1 SLAT WINDOW ELEVATION (SMALL .MISSILE I�fTl�� (LARGE MISSILE IMPACTS ,Yt ''��G ENS/ ''•v� t FLORIDA BUILDING CODE (High & Non High.Velocity Hurricane Zone) S" 03 2017 TILTECO,INC. ;• IY0.44167 TITAN IE FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHUTTER CORP. °"A DATE '���'�• �� ` ,1 TI LUT TESTING'&ENGINEERING:COMPANY 7089 HEYSNIEET PLACE' S '•.'.... \.V 0a3f Nrl.,aa9L 543N..1 W.1ucuG Gvopi n.1 WEST PAW�BEAM;'FL'33413 •.�+mT +_t>p:. ..:La°�xn-,a„ PW IBoo-s43-6371 17-082' H:.UImcPGRa.c°m rmrJNd'vgMukan.mT DRA9040 N° EB-x°06719 WALTER A.nLUr J,.P.E. moo. SRP o a. 4 �as'slal./swNatGaE/GATE FLORIDA'Uc.p 44167 aa.,sa,.r o!/u,a m SMELT J GF u 07 , @) 1J 2 .or O W/ 13 ,@ , 17) OR 19 4 oR 5 �8) (2) --- n � w inx N 1 z USE'(2) AT 30' yo O.C: FOR SPANS• 1 5 n 20. ♦ NOTES ON @'&LOCKING TUBES (8 AT®&.Q. UP TO 99 o 1. TWO (2) @SSHALL'ALWAYS BE USED.AT-PRODUCT'S MIDSPAN SPACED �W USE (J) ®AT 30.'O.C. AT 30' O.C. FOR SPANS UP TO 99" USE-THREE(3) FOR LARGER x - S 'SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE FOR SPANLARGER INSTALLED INTERIOR OR EKTERIOR'SCREWED TO'TAPPEDENTERPIECES' tuu THAN 99'UP TO 144" ®OR& LOCATION.OF SHALL BE AS SHOWN ON TYPICAL ELEVATION. dr 2. (2) LOCKING TUBES &SHAL ALWAYS BE USED TOP & BOTTOM AT 1OSHADUrLLBE SECUREOE W4 LEVS AS.HOWNINSTAON SHEET LOCKING TUBES. -H OR 1$ (2 . 1 t i� t SEE LIMITATIONS FOR®ON SHEET 2 1 -E END.CONNECTION DETAILS ON SHEET 9 TYP. FULL.HEIGHT. CONCRETE,'CONCRETE 6LOCK ORFOR 6•, � O�, + L6 ,®+ 13 , WOOD INSTALLATIONS. O O 9' + 10 9 + 1.0 + 13 9 + 11 UNLIMITED WIDTH T. S. TYPICAL ELEVATION 4, N. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 SEE SECTIONS 7,T7A &HRU 67B ON SHEET 7.ON SHEET 6. 11 :' P* ER A:.T�� SEE SECTIONS 1W & 2W ON SHEET 10. ,111 1 ��� SEE SECTIONS 7AWj 7W . 7W 1 SHEET it• tiyyy :''��(}Ej1fS••'•, FLORIDA BUILDING'CODE (High & Non High Velocity Hurricane Zone) SEE SECTIONS.7AW,.7BW. BW &- 14W�ON.SHEET 12. 41 s/ m2G17'T03[CWC.O DRAWN Rr: N0,4TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM N L 07/20/FOLDING SHUER CORP. AT: . /.LA'1 •t, TILUT TESTING h ENGINEERING'COMPANY 7089 XEMSIRELT PLACE �Jf(,j'UT/ V ,T� BISf Nt NV.St.Ma]W MRC08A GWOEIIS'R 3I,/I W67 PAW.SEAM fL W413 1.7-082 Si'^•..........• ,�� v...: v,e 160D-643=sin '-.S�ONgLF.E,�',� awtilDl�x609Lcan mr.(oWnpahuWncam DRAMIXG Na WALTER A THLT Jr.P.E. msna a+c Egl./,CyGItA7I1RE/DATE "FLORIDA Dc.8.44167 m,sa,. m/m/n ac SHEET I'OF 13 POURED CONCRETE OR C,ONCRETE.BLOC L K wa .-REQuwED.' 0.060'-THICK.S.S OPTIONAL RAN HOOD OPTIONAL PAIN HOOD' POURED CONCRETE EXISTING NDN STRUCTURAL WALL (SEE SHEET 13)- 1 ROLLER HOUSING (NON-STRUCTURAL) / (NON-STRUCTURAL)" REQUIRED. 'TRIM(DECORATIVE HEAD) i (TYP.) 6 / 1.000- 2.500'MIN.- i MIN E.O. coumemm:mcFnONAL 0.855'0'(1YP•) �v (S IIn /�./. / r: (RAIN LION HOOD TUBAL) I y1D.3�ss sAis.w/. � 73 i 0.373-LONG NYLON H�7 3/)6'ALUM.POP RIVETS, I _ —BUSHING W/A 0 150 - - CONT. P�16RD E S, �O 18'O.C. - I- (2'.4' LONG TOP SErnoN 0500' z %%/%% I I MAXm) .I OD.AND 0.215 Til.AND 0 163"0.270' O 16'O.C. 1/4'0'TIN BURDEX 0.223'LONG BOTTOM x0.030', SECTION 0,320'O.0,AND WEATHER } I MIN.SEPARATION I THREADFOWTAPCON WT/ECHHOLOGY 0765'1.0. STRIPPING EA POURED CONCRETE L TO GLASS OR 1/4'0 ELCO 1 a^0" I''TEK (IYP;) SIDE(TYP.) OR.CONCRETE BLOCK (SEE SCHEDULE. ) Gf °J CONSIRUCBON PROWCIS I / 'I Of �8 WALL REQUIRED. N SHEET 13) � �Z� CRETE-FLEt1. W/1 3/4' SS.USREW'Oy WITH NUT 2h"1' 3POP6•RIVETS ®t , V I 'G7't C'i NON.EMBEDMENT O'6`O.C. WASHER O 9.O.C: 'o'18'O.C: Or WI4 --v I 6T POURED CONCRETE I �j I t I OR CONCRETE BLOCK MIN.SEPAMT'GN WALL REOWRTD. I � TO'(TABS -1 or I Or (SEE SCHEDULE t a .ON SHEET 13) t 11 z I MIN.SEPARA71ON m POURED CONCRETES. I TOLGLASS OR CONCRETE:BLOCK (SEE SCHEDULE WALL REQUIRED. �� I ON SHEET 13) co1WELIM C2 / 1 or U. _�/ e (SEE SHEET 13) v 'i 1/4'c.s 1'TEK t SCREWOR.1/40-20":1' • % '� S.S.Ms WITH NUT& WASHER®4'O.C. q. /10.3•S's.S.M.S.W/1/2.0 'y.: T CON r%RUIUDEEK / 1'LONG NYLON BUSHINGS TFl,T1N Q .CONNBCRON ClJ j (Typ.BGTTON),AND 3/4' a THRFAOEOPUA OLOGY I aS SHEET IJ) / LONG(Typ.TOP):,EXCEPT AT WALL FACE MOUNTING INSTALLATION rANBTRUClI1/4"A.96%.0 L ep800cr°S ROLLER HOUSING(EYP.) SECTION Z CRETE-FLFIL-W/1'-3/4' I ... (2'xa LUN.EMBEDMENT O 6'O.C. WALL FACE MOUNTING INSTALLATION OF5=OR SECTION. 1 1/2• SPACING ANCHOR. (�SPACING O O IO GROUTED BLOCK REQUIRED 1.000•„ 3:509 MIN. -P9-:2.kii GROUT)OR POURED CONCRETE MU1• "' E.D/ EXISTING NON STRUCTURAL WALL TRIM(OECORATNE SILL) 0 6 AHu oR SPACING .STAGGERED ANCHOR SPACING DECORATIVE WALL .TRIM TRAPPED DETAIL O 6 ,,.A.f,,,,, MOUNTING INSTALLATION. INSTALLATIONS DETAILS INTO CONCRETE ,,1 'Q��E�A T1<<;� SECTION 3 11�. � e MAX.A.S.O. DESIGN PRESSURE'RATING._t65.0,=.90.0 ASF" & CONCRETE BLOCK �\CE�SF ✓ FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone). SCALE:N.T.S. 0, 41 ®20.i7 nLTE00 wc: GRA N 6" + 6.7 TITAN II FOLDING'IMPACT PROTECTIVE:.SYSTEM s NOTE FOR COMBINATION OF SECTIONS. >ll ` E.D. = EDGE DISTANCE. K i 07/20/7 T- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �� •• } I L. E ®lNc. FOLDING SHUTTER CORP. IA,E IN ANY WAY TO SUIT ANY INSTALLATION. 'TILLR TESTING h ENGINEERING COMPANY' 7089 KEMSTREEr PLACE'41=1 W.3—se sP uf:lwaw ewows,lL>,Tlae WEST PALM BEACH.FL 33413 )7-DB2 UU AL r LwaH,l_,m, PH.7600-643-6371 _ 0 rl• -.W:tBleco60a.— .�r,1.(0l6ngahuUen.mn DRAWING N0 t SEE UMRATIONS FOR&ON.S!E 2 :r' ®-°000719. WALTER ATLLUT.Jr.P44167.E. P.E.SEAI:fS6UTURE/DATE RORIDA Uc.'� m,sq,• w/m/n m '.SHEET 50F13 .e.. alwma 1/4'0 x'3/4'TEKS'SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER o 6'O.C. 0.060'THICK S.S. I POURED CONCRETE LL ROLLER HOUSING I MIN.SEPARATION I MIN–SEPARATION CONCRETE BLOCK WALL i� TO CLASS TO GLASS REQUIRED / Owdamm 04 E0. E0. (NON.Pl RAIN_HCQO t_—(ON SHEET 3) ].pf a �EE SCHEDULE— (ON SCHEDULE ) ] O/ (SEE SHEET 13) (NONopno-STRUCNRAL). I. y10x3'S.S.S.N.S.W/1/2'a ALTERNATE 3/16'ALUM. L� t ALTERNATE 3/16'ALUM. V T 'mom / x3/4'LONC NYLON BUSHINGS POP RIVETS o 5'D.0 POP flIVEiS 6 S. O.C. •� ,� BOTTOM). TOP)AND 1'LONC(TYP• AT REAR: AT REAR: ti BOTTOY),E%CEPT AT ROLLER 1 I, i nouswc(TYP.) ci W / (2).NYLON A ROLLERS 9 W i' 0.855'9.(rYP) I ^x3• - - I I –I Q h V6v E0.t0� 9 --}. 16'ALUM.POP RNE'}/1 'ALUM.POP RWEIS 0 10'O.C.BOTH SIDES / TERNATE 0 10'D.C.BOTH SIDES LEG&ANCHO 3/16'ALUu. P 'EO. y10 . EO. ORIEMATION- B RIVETS 0 18'O.POC. x 3''ss.s.Ms.w/ 0SN 3/4'PLYWOOD LONG NYLON NT.0.163N u6V. ' BUSH NG W/A 0.150' 'I MIN.SEPARATION 0.270.0.OJ0' LOt1G'TO1,SE N 0.500,' REQUIRE'PLYWOOD 1/2"MIN. O.D.,AND 0245'i.d.ANDI TO CLASS WEATHER EATH AB o REQUIRED REQUIRED 0.223'IANC.BOTTOLEX M' I�(SEE SCHEDULE STRIpp ING1 pf '� 1/4'oTAPCONS OR g SECRON OJ20 0.0.ANO ON SHEET 1}) SLOE( .) T � ANCMORRS 8'IOC.� ,pi \z�1/4'TMRU BOLT W/ 0245 'd. ,i _ WASHER'&NUT.® To'D.C. (Trp.) EACH SLOE: 1/4'TKRU BOLT W1. S� POURE W' WASHER&NUT 0 5'O.C. 1/4'0 TAPCONS OR CONCRETE BLOCK WALL CONCRETE CRETE—Fl.E7c ANCHORS 6"O.C. E / o! REQUIRED 2'94'OR 2'x5'.1 8' :-x1 / POURED CONCRETE,OR S'S /8^6063-T6 CONT: ALTERNATE 3/16'ALUM. T 60fi3—TB CONT.ALUM. .CONCRETE'BLOCK WNL ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5'D.C. ANGLE• AT REAR. REQUIRED f STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 d c •W4 +�x3j MAX.A.S.D.DESIGN PRESSURE RNG– +66:0, = +66.0, –66.0PSF'MAX.A.S,D. DESIGNPRESSURE RATING W 9� / �.� 3/18'ALUM.POP'RA&-rS® I Mw,SEPARADON •y 10'D.C.BOTH SIDES TO GLASS IPSJ, (SEE SCHEDULE 1 ON SHEET 13) n q 1 ALTERNATE LEG 1 of W E0. --EQ. I &ANCHOR ®T CONNECTION p ORIENTATION (SEE SHEET 13) ALTERNATE LEC &ANCHOR ORIENTATION SCREW W/ d POURED CONCRETE OR 5%8'WASHER OR 1/4'x 3/4' •� CONCRETEBLOCK WALL, BOLTS W/NUTS&S/8'WASHER O REWIRED 4'O.C. W BUILD—OUTFACE MOUNTING INSTALLATION s 04 j a SECTION 4 (SEE SHEET 13)� ' EQ. E0. 1/4%x 3/4'TEKB SCREW OR 1/4'x 3/4,'�BOLTS W/NUTS PO CRETE BLOCK' OR 'i &5/8-WASHER'0 6.O.C. CONCRETE BLOCK RALLY INSTALLATIONS DETAILS INTO CONCRETE. ,; ;r & CONCRETE BLOCK BUILD'�@Y �F�/YMOUNTING INSTALLATION SCALE N.T.S. `4,LT �•.,,tt - O 'V FLORIDA BUILDINGCODE (High & Non Nigh Velocity Hurricane Zone) NOTE FOR GOMRINATION OF SECTIONS; * - No.'4416 A �:zov nLTEco INC. TITAN II.FOLDING IMPACT"PROTECTIVE SYSTEM DRAWN�0 'E.D. EDGE DISTANCE K 1– MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 'ID p m/2o/n IN ANY WAY TO SUIT ANY INSTALLATION. �'f>tO I,LT E C O.SRC., FOLDING SHUTTER CORP, TATE ! •Q 7089 HELSIREET PLACE �_ '•,,'........ TILLIT TESTING..&ENGINEERING COMPANY 1' SEE UMTTATIONS FOR: ON SHEET 2 _ �f \� ilR o,OOS mVlrl PtLWEST PALM BFi643AcH,6 37413 -17-082 ® f\`Itl` °°" a�'.uuoc000a�a°'o 1p1„" 'aa° ny"LL�v�7am oiavwG N. ,. WALTER AOLLR1Jr.P.E. P.E'SFJlr(SICCKATURE/GATE FLORIDA Ua y 44167' m/nope m SHEET 6 of 13 •MIN. E.O.- E0. 0. POURED CONCRETE COMIECTION C5 REQUIRED (SEE.SHEET 13) 0060•THICK S S / ROLLER MOUSING4OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)mnoN $10x3'S.S.S.M.S.W/1/2'0 ROLLERS0.655.0(TTP.), 3/4'LONG NYLON BUSHINGS _-- a (TYp•TOP)AND 1'LONG(Typ. I __B _ - BOTTOM);EXCEPT AT ROLLER HOUSWO gyp-) (Z10 x 3'S.S. 0s IN LONG.NYLDN 3/16^ALUu. I HMO W/q 0.150• POP RIVETS, ILONG. TOP'SECi10N 0.500' ] O.D.AND 0.245'L0.AND. 'CONT.0.163'x0.270'x0.030' .0.223''LONG BOTTDY ULTRAFAB WEATHER SECTION 0.320'OA.AND STRIPPING EA.SIDE(TYP.) I r Lu- --VV' ' qt as WN75EPp�RSATI0" I T (EESCHEDULEW WN.S ARAl101, I .W, ON SHEEP 13) TO GLASS. I (:ON SHEET 3) SEE SCHEDULE I \--(Dor I ' MIN. SEPARATION 1/4'0 x.1^TEK SCREW OR 'TO CLASS. 1/40-20'x1'S.S.LIS. �` I OPTIONAL PAMjdUAR6\, ) NUT&WASHER 0 4'O.C. I (ONESHEET 13) 1 1 Or (NON-STRUCNI 7 ) T ALTERNATE 3/16"ALUMOPRCNAL RAIN GUMD POP RIVETS®'S`O.C. I (NON=STRUCTURAL) AT REM. I N nn S H ? ALTERNATE LEC I ALTERNATE 3116''ALUM:. in:� .LOCATION WITH P10P REM O 5'D.C. �?Y 3/16'ALUM,POP RIVETS ANCHOR of �I 0 10'O.C..BOTH SIDES COlUIECIION I '7O 9 (SEE SHEET 13) 3/16'ALUM.POP Rft 1w,1111111!1114 m------- -11�--- 0 10'O.C.BOTH SIDES OF .. EDGE E0: SLAB.IF APPLICABLE EDGE OF . POURED CONCRETE CONNECTION - - / SSLLAABU IF REWIRED CABLE (SEE SHEET 13) POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.E.O. REQUIRED: CONNECIgN C6 •'MIN.E.D. •MIN,E.D. (SEE 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 9W CK SCALE: N.T.S. 11'9`1 ••..........�/� ; `�N^1 \CiENs a FLORIDA BUILDING CODE-(High:& Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF CECTLONS:. * \ ®2017 TLTETO INC. ORA�TI gy; E.D. o EDGE DISTANCE Q y NO.441.67 •7 TITAN 11 FOLDING IMPACTPROTECTIVESYSTEM 1- MOUNTING SECTIONS'CAN BE COMBINED (SEE SPECIFICATIONS.ON SHEET 13). FOLDING SHUE IER CORP. 07/20/17 IN ANY WAY TO SUR ANY INSTALLATION. py Al ` I.Io �C IWC. D17E �� •••. �J .T) TNLT TESTING&ENGINEERING COMPAHT' 7089 HEUSIRET PIKE T SEE.LIMITATIONS.FOR®ON.SHEET 2 _ ti�d t °'»."•xm'slmsp. aaavu vmO1sn ulra Yh3T PAW 00-454; 6 31 17-082'. t. (xs)m1-fall M:,1800-643-837T ••n/•••• \`s t•<<1 - l:tat. 0aol.eom IOW9iyun+irier..eo DRAWING Ma. �v 1 EB-00067,19;TILUT WALTER 0.TIWT-P.E. �^m. a.a M. �i.P�SA'ACy61CNANRE/OA7E FLORIDA.UC./44167 aA.+a-a+1 mpa/w :SHEET 7 OF13 POURED CONCRETE ON GROUTED CONCRETE. BDOO'wx. BLOCK WALL REGURED (SEE s0101RE) 8 rSPAN TUBE PER.SCHEDULE _ (1)ROWS OF 1/YF TAPCONS 'X X ANCHORS Orv:)(SEE SCHEDULE) / TABLE 1; MAX,'SPAN'TUBE LENGTH SCHEDULE (TUBE TOP.OR BOTTOM). .tk (5)1/a•.3/4'TOM SOWW ———————— ———— ATx•tic wNmuaKALLr. o o' 0 0 0 o ALLOWA13LE TUBE REO'D.ANGLE NUMBER OF,ANCHORS An TUBE FER saunuLE — J ———�———————--.— MAXIMUM SPAN LENGTH EA. END. :PER END OF TUBE eaa3-Te ALLOT `0 PRODUCT I/ro,3/4 TFx sGAEW 0 0 0\ W' . SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM' TOP OR BOTTOM •s•o.c. M. TUBE TUBE TUBE y 3•,r w 3•,3•.1 60" 106.0" 13 8 6 Te1NYLL ANGLE 4.LENCTNjscwmut{1 µG >3 2"x4"xl/8" 96" 85:0"' 17 10 ANGLE144" 69.0" 13' 8 cn((TED.) 80' 117A" 17 10 3•,2•Ri6- 'E-ANG _Ta uuµpwiEALUM: i ) 2"x4"xt/4 96" 110:0' 21 — ---12-- 0 I .SPAN TUBE LEN 144" 91,0" 21 12 80° 109.0" 17 10 TYPICAL ELEVATION (TUBE AT TOPI SPAN'TUBE MOUNTING INSTALLATION AnON .ts. 2"x5"x1/B" 95" 100.0" 21 12 SECTION X .""".x1s144" 81.0•• 17 10 MVt•SPAN a 1/1'Ytt En(�) 80• '124:0" 21' 12 r -OPENL.G 1/2'M. 2"X6".x1/B" 96" 114:0" 121 12 91 for 144" 93:0'• 21 12 31P 1/4.1 L a I �1 . 3',111/4•,M.AM ,fl 1 �3'N-w TN'or .*VSHU ALSO EIGHT ABOVE T TUBE INSTALLATION ONLY WHEN ETHE,MAX.PRO O C OF THE mai-TB ALUM.ANGLE �� S.z1i1/a1 LtNcrH SHUTTERS HEIGHT ABOVE&BELOW GOES N07 E%CEED.THE; .PRODUCT SPAN (sm sO1EDUlE) 60 75 uuLL AVcIE SHOWN ON TABLE T. (SEL S utE) —� YyTABLE 2: MAX. SPAN.TUBE SCHEDULE.(TUBE AT MIDHEIGHT) MAXIMUM 1/a•...3/4*NX SCREW o 0 0' p, p TUBE PRODUCT TOWABLE TUBE REO'D ANGLE 'NUMBER'.OF ANCHORS o c-D.C. ——-————-—— ——— I SIZE SPAN SPAN LENGTH EA.END PER END OF TUBE " -------- --`-------6 6 ]14•a 31L or sPIN TUBE PER SCNFINILE wm-R,•,IENGIH °°53-rs Au°r mw-Ts ALL,,ANGLE 60" 76.0" 13 12 . \` (SFE soTmul.E) (s)1140•3/1•TOt9 so," 4•Wtl:sPAONG a SPAN'ME'F R SCHEDULE 2"x4"x1/8° 86" 60.0" 17 15 eaw WIL AT z oD..w-onuoe '. a ,�ANCNORs •) POURED CONCRETE (SEE SOIDULO 144" 1 48.0' 13 12 ON GROUEDD CONCRETE (1)RO'NS OF 1/4Y TAPGONS aLouc WALL REOUIRED ANNQRs(TED.)('SEE s EDULL) TYPICAL'ELEVATI�ON�.,(TUBE AT BOTTOM) 80" 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 4 2"z4'xt " 96" ' / 79:0° 21 18 (0)1/4','3/4''TEKS SCTUV N.Ts.3'A4'ar 3',]"or 3',2'at/4' 4.1/1'ED. SPA TUBE lFN 144" 65.0' 21 18 AT x•O.C.LOF 1/4*0ALLY_ LENGTH 6053-TG ALUM.ANGLE II �') PEWHG WD 1/2'M. 80" 77.0" 17 15 rAPc0°Ns ANCHORS ( Sp+mULEJ L 2"x5"x1/8" 96" 70,0" 21 18- (TrP.)(SEE scxmuLE) 0 t 144": 57.0" 17 15 B X80" 88.0° 21 18 �1 2"z6"z1/8'1 96" 81.0' 21• 18 Ep Z Z o. 144 66.0' 21 18 H kL i 0 0. o oh INSTALLATIONS DETAILS W/ SPAN TUBE. INTO POURED CONCRETE '/`. c, '° — — OR GROUTED CONCRETE BLOCK WALL e.aco-1AAx.. •G'D.c. p p. — ——————————O O=O (SEE'9CNDUIE) — _— — ———— —._ SCALE:.N,T:S. SPAN TUBE PER SCHEDULE solo-Te AUA'F. 0 o. o i o o o. �)AJA/A/iYlfiiPFR saEDULE MAX:.A.S.D,DESIGN,PRESSURE RATING (72.0'PSF Vk A. A14 3'J'or 8 LE LEN 3.4 1/4' t ' E U UM ANGLE 83-ra tt •(sTx E FLORIDA BUILDING CODE(High &Non'High Velocity Hurricane.Zone) Ot i NO.44 167 ®2D 17 �nLTECO wc. TITAN 11 FOLDING.IMPACT PROTECTIVE SYSTEM DBY: A: W 1 Y POURED CONCRETE A I DPEwec Wwn �T ,�•'• _ � •• / �ME C O INc. '.. FOLDING SHUTTER CORP. 07aiE1T BLOCK WALL REWIRED 3',4' 31]'or 31Y,ya• Q•• /,�'•'Q'.i TIEUT TESTING'&ENGINEERING'COMPANY' 7089 HDISTRE17 PLACE (5)'1/4'•3/4'TExS SCREW STENCH.60GJ-T5 AL—ANGLE TYPICAL ELEVATION /TUBE AT MIDHEIGHT7. y;��•°•. O U1^:•'`(`�- C at"�•�360i'y'su•3os•"Rcn1 cw°Da,n v'°° WEST PAW BEAM FL 33413 ,1]-OSZ' AT 2.OL wNGINWI4LLY. (TY.SOImUIC) t� RI qv i '(53mTett-testi.Iu:(3mpn-1v, PH:'1000-543-8371 5b1E T5. � i [f •••:...•. ,I,L - cil:WtecoOanl.com ers.fddriyaAUHvawm OKAYING No SPAIN TUBE MOUNTING INSTALLATION I - ®-aooB7t9 Z _ T SEE UMRATONS FOR®ON SHf:ET 2 S1 LURE DATE FFLODA l eWT 4.167 60/60/n SHEET'8 9F'13 SES - TAPCONS/CitETE-FLEX (SEE SHEET �E)OSTINC GLASS ANCNCRIS O I6' D.C. 13) /-- --_- -.- Y DUMB,STRUCTURE YW.E0. EXISTINGF 5.758'(TYP.). STRUCTURE (SEE SHEEP'I]) ESTNG 1 3 STRUCTURE 3/B-P THREADED No TAPCONS/CRETE-FlE7t I/4'e.1]/C 3/I6'POP RIVETS OR O CENTERPIECE FOR I wD.C. P n7f5'O (71P. ). 1- ANCHORS O IS'D.C. q I /16'PCP.RNETS 3 1 + OR 1/4•x1/4' I or t or �.t or �t .'.• ,Exs O 16.0.0.l WALL FACE or 1A t -it i9o.o� 90.0 2 3 / 90.0• 90.0• \ - '.sr POP oft 6 R VEiS 8 4 SH WN \ ,6 ORU5 ac. OR.EJ(fEAIOR) (SEE NOTE:1) (2).O O O EXTERIOR (2)'QS O JO'D.C.0. 10DSPAN F....UP TO MI-P.FOR UP TO 99" SPAN h(3)� S�O 30' SPAN k(])A®H0 30' 0.0 O IUGSPAN"fOR UP 13 HORIZONTAL SECTION 20 OiCON:'�AN(�7tlP6 �.e SCTO RflY1MAY BE WSTTUALUIMED� �� / \ HORIZONTAL SECTION SCREIV MAY BE INSTALLED INTERAR OR 0 RIOR) (LEVERS.INTERIOR / /16• RIVETS WTEWOR OR EXTERIOR)' (LEVERS F%IERIOq) OR DITER10R) TE 1 /-Z,/4 18* 1 31C MAY VARY AT LAST SUIT AT TRAPPED:INSTALLATIONS 4 OR l�1. 5053-/e•coNr. ����� iENS O 16'G.C. \ SH ,YIYIV(• 6G63-i6 ALLATANGfE .4 .OR . ITAPCON/� -TIE% \ SFlO TAPCON/CRETE-FIE]( SHO 3 t SEE LIMITATIONS FOR IO ON SHEET 2 MICMwcONCOSTINGSTRUC0.TOFE \ ANCIT 0.1B'o.c.,Ta EkISTING S.RUCNRE� FASTING STRUCTURE BUILD--:OU 1n. 2•.2'=I/6•cwR. MIN... 6067-78 ALl1RANLTE E0. E0. END CONDITION � � 3/18'POP RIVET' OR 1/4•'..3/4'TEXS OR FASTING STRUCTURE 1/4 .J/4•BODS W/ END LOCK ANGLE NUTS O 12'/4'BOD.C. END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION 2 2'It,1/6'6063-76 1/4'-=3/4'TEK CON.ALUMINUM SENT ANGLE ATTACKED TO ONE ONE LOCKING TUBE, SCREtl'S A7TA.PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CIIIIFA TACE o 6.O.G. INTERIOR CENTERPIECE 44 INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE @. A (2)Qo.7G D.C.o WDSPAN FOR TO SB' SOLID'THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL.BE SQUARE; sPAH a (3)057 o]o 0.357"x0.357" AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING,TUBE (�,AND SECURED o.c.o umsPMTFOR UP INTO R WITH A 0.120" o.d..HOLLOW PIN. THE BOTTOM 1.100' OF THE.TIP SHALL BE 0.363" DIAMETER.WITH .SCRTEW 1447 AN BBEE INSTAAL ED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR FIRERIOR) OF THE TIP A SQUARE, 0.475"x0.475'x0:085' THICK COLLAR MUSTB4 ORn. E INSTALLED. AT THE TOP OF THE ALUMINUM'LOCKING TUBE.®., A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE v15 18 SHOWN (1)PIECE, 1.375" LONG,WITH A 0.366'x0.366"x0:630"'LONG END.SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @. THE TOP.OF THE PIECE MUST. INCLUDE A 0.684•• (LEVERS INTERIOR DEEP BY 0.188" WIDE CHANNEL TO`RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. OR°xn:FuoR) SOLID THERMOPLASTIC TIP INSTALLED.AT @ SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER. 1$ (MA) - HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVERS INTERIOR --@ORVT OR E%TERIOR) SHO ,AAx/A�:,��f ALTERNATE LOCKING SLAT CORNER LOCKING 'DETAIL fA. Ti HORIZONTAL SEGTIGH •s� ��` i FLORIDABUILDING CODE.(High:& Non High Velocity Hurcicone Zone) END INSTALLATION DETAILS INTO CONCRETE ;�` �a aais a ®eon nlTEco INC. TITAN II FOLDING IMPACT`PROTECTIVE SYSTEM a',07/20/17 CONCRETE BLOCK & WOOD (AS APPLICABLE ECO..we. FOLDING SHUTTER CORP. DATE TIW7 TESTING Q ENGINEERING'COMPANY' 7089 HEMSTREET.PLACE _9O%•.R HEST PALM Rri^N FL]711] j pD 11�� `V i' 6 P,"a" sws: AA cMlools.n.aAfs 17-082 `OE7�D T"•• •v 61, ,(nm 6=71..Oao-Xnl-I6,1 -1.1Ca9Mw03m�.wm1 DRAWING-N.T' • ............ ��,I WALTER A 00N18r.P.E.'.PL. :/fj11E FLORIDA Uc.6.a4167 mpa/4 '_~ .SHEEP 9 OF'13 rrz• 2'x 1/8• ALUMINUM ANGLE 7 BUItn-OUf MOUNT A IA I PER SECnON 4,SHEET 6 (2)3/14'POP RNETS. 2'.2.."/a-1/6• f FAC11-OF 2'.@• ALUMINUM ANGLE ANGLE ANGLE-LEG MAY FACE _ AY/AY:fROY OPENING (AS SHOWN),OR:TOWARDS e OPEfmiG-N0.lW CHORS REOUORED TO HOSE •!z, - 1^ Z `\ STRUCTURE J J \ BUILD-OUT YDUM PER SECTION.4..SHEET 8 (2)!/IB'POP'RNEnS, EACH LEG OF 21r ANGLE AL�NATE WALL EXTERIOR ELEVATION AND.'SI�L LAND BOTH SIDES PLAN VIEW �A—A NOUM FOR ONE DweonRANtTEs—�,��% � OF PRODUCT Y® 0 (2)1 1/r a.vv '.I.1�1 ,,: ^-,e I /B OPTIONAL SIDE A GLE RNEfS PFR 1GlEPOP"TO W< NIN/N.VNINUY NICIES TOP h-2• (FOR SECTION.4,SHEET 6) TUBE BOTTOM OR TO WALL(2 REQUIRED) (Z)1/C 0 TAPCCII/ CRETE- ANCHORS FA ANGLE TO STAB ® e ® 1/4' TAPCONS P a/CRflE1]/4' 1r :Fspt �.Ql ^_ —�PIEMADY'BE MT 1 ANCHORS O IB•O.C. \*`y 00."00w / 3/16•POP RNE6 OR I EXISTING STRUCTURE 1/4•a]/4'TENS . / G x T'O.C. 3 I WN. CORNER POST ISOMETRIC EDGE OF CONLREIE SLAB (TYP.AT TOP AND BDTTOY SLABS) GO PIECESMYBE.FLAT 2 TRAPPED END CORNER POST: CONDITION WJ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Non High Velocity Hurf`icgne Zone)' END INSTALLATION DETAILS INTO CONCRETE I `. _� `1,; 02017TILTECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��` CONCRETE BLOCK & WOOD (A5 APPLICABLE R-r-s ll. E ®�N�. FOLDING SHUTTER CORP. B,TE �� L`� ��//Cr _- 1F �(• v i'xsf'NwWv.n]:aIu:(AaoSstm 61a-l]en06,.4ufuaw[A pvmA7eaNs 6A1 7065TIWT TESTNGhENGINEERING COMPANY HEMSTRErr PULE. WET PA :BUCK F .734 1] PIU 1600-6 -6]71)1-1 —Q$Z L�c,t,_ '::�• - 1 Iilleco0ad.cmP —faWingaHuGen—n QRAmNO No EB-0006719 •.•' WALTER A'TILLiT Ur_P.E. alr. omt1R.. wa ..wn. P.E.SEA4/SIGINNRE/D57E FLORIDA LIC.0 44167 Y~ m/re/n SHEET 94 OF 13. WALL FWLSM OPRONAL RAIN HOOD (NON-STRUCTURAL) . WALL FINISH a 060',THICK.S.S. /110:3•SS.S.M.S.W/1/2'0 x3/4' OI l rn RHOUSING LONG NYLON BUSHINGS'(Typ.TOP)' CONNECRIDIN C2 �. AND 1'LONG(Typ.BOTTOM),EXCEPT J/! AT ROLLER HOUSING(TYPJ 0.060'THICK S.S.ROLLER HOUSING. _ - -i (2)NYLON 'i -t�l OPTIONAL RAW HOOD - -s ROLLERS I u (NON=STRIiCNFFL). IA6 /H I .. 6 ' 27x4'CONT.WOOD HEADER'REO'D. I /10 13' S:M.S.W/ 3/16•ALUM.POP 0.]73'LONG NriON•. -RIVETS.:d 18'D.C. ��, n 9 BUSHING W/A 0.ON CONE. �. �- - COtO WTION C7 0:163•:0.270• 'LANG To SECTION 0.500' .lip 0210• ' I' O.O.AND 0.245'Ld:.ANO ULTRAFAS 0.: 3•'LONG'80nOM WEATHER T ?Fl SECTION0:720'O.D.AND STRIPPING EA 0.245'Ld. SDE'(ING,) Ig t 9 / 3/16'ALUM,POP (m•) 8 I RIVES;O,IB•'O.C. MIN,SEPARATION 2.4'CONT.WOOD, I MIN.SEPARATION H Q TO'GLASS HEADER RE0'D. TO GLASS(SEE SCHEDULE I'of �.(SEE SCHEDULE .T or a�W ON SHEET 121) 03 t ON SHEET 13) 2'x4'CONT.WOOD I I 1 PLATE REGI I I 7 WALL FACE MOUNTING INSTALLATION o i SECTION 2W' (T021 CONNECTION Ct WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD lti Iy,>3,�� �•E rl(`Jjtr FLORIDA BUILDING CODE.,(High'&Non High Velocity Hurricane,Zone) 1 SEE LIMITATIONS FOR®ON SHEET 2: ; V ®2017 TILIECO-IND. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORAYN 3"' NOTES, Nd.44 NOTE FOR COMBINATION OF SECTIONS: 07/20/17 1- FOR WOOD.'FRAME CONSTRUCTION: WOOD MEMBERS TO a-� ®�Nc. FOLDING SHUTTER CORP. DATE BE HAVE,A MI . SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING'SECTIONS CAN BE COMBINED IN ANY WAY 70 SUR ANY INSTAL1ATTILLIMmeT..r•F,P?NOXo aal:lEilNt0Ot0IN0EaEcRl:eWoom COMPANY � Ma� WyrxP r.totlDd00-613-637t 13 Um PH: 1.7-0520Rl DRAWING No ,1 _ _ __ _______ .___ __ E••• • NATURE/DATE EB-0006719 VAJ_TER :. P.E.TILLIT 5'. FLORIDA LICII 416m.r x. m u-a,1 m/aW,a a 6osou, SHEET 10 OF 13 1./4.0 x 3/C TENS SCREW OR 1/4'R.3/4' BOLTS,W/-NUTS&WASHf:R 0 6"0.C. II 410'(Min.)EXISTING W000 BFAM REQUIRED.STRUCTURA.'ADB011ACY OF EXISTING WOOD"BEAM TO-BE "! ICERTIFIED BY'RE I \ ENGINEER OR ARCHITECT PRIOR / wALL FINISH 0.0660'ROLLERHICKS.. ? SEE LIMITATIONS FOR ®ON SHEET 2 To PRDpucr INSTALLATION. !�� E 1 .2•x4•CONT. c4 r i WOOD HEADER`� E0. EQ. RAIN HOOD NOTE FOR COMBINATION OF S ECTIONS: (NON-STRUCTURAL) -— 1- MOUNTING SECTIONS CAN BE COMBINED S.S.S.M.S.W/1/2.0 x1/4' IN ANY WAY TO SUIT ANY INSTALLATION. CONNEDTIGN C5 - /rLONGNYLON-BUSHINGS(TYIX'TOP). .. AND 1'LONG(TIP•BOTTOM),EXCEPT AT AOLLER'HOUSING(TYP.) i �W NOTES. OPTIONµRAIN AL) -� l• _ 1 (2)NYLON L r--F (NON=AL,PAR. .Ho ____ z n 1- FOR YI000 FRAME CONSTRUCTION: WOOD MEMBERS TO I/ / ROLLERS - . BE'HAVE A NTN. SPECIFIC DENSITY OF 0.46 OR EQUAL I i 113,8$9'0(TYPJ I __ice. 11 H 8 3/18'ALUM, /10 3 SS.S.M.S.W/0.373'LONG:NYLON. POP PovEfS, BUSHING W/':A..0150'LONG.TOP SECTION ALTERNATE LEG i 3 ®18"D.C. I ,3/ls•ALUM. LOCATION CONT. i 0.500'O.D.AND'0.2457,T:d..AND 0.223•LONG I 'POP RIVETS, I, (SEE NOTE.•) 0.16710.270'x0.030' } .BOTTOM SECTION 0.320.O.D.AND 0.245'Ld. 1 O.1B•D.C. ULTRAFAB WEATHER .(TTP•) STRIPPING FA SIDE MIN.SEPARATION CLASS (TYP,) I I 1 or Q�1 (SEH SCHEDULE i o ON SHEET 13) I I 1 or Q9'1 MIN.SEPARATION MW.SEPARATION �g5 TO GLASS I TO GLASS I `tW.+ (SEE SCHEDULE I I ) or (SEE SCHEDULE ON SHEET 13) ON.SHEET 13 I I T:or Q� 1 ALTERNATE 3/16'µUM F. ALTERNATE LEG ; ®1 '1 or POP RIVETS o 5"O.C. LOCATION OPTIONAL.RAIN CVARD ALTERNATE-TION AT REAR. ! r-'r-T r- -r,_,, j (NON=STRUCfURa1:) i LOCATION i T r- (SEE NOTE.*) (SEE NOTE.-) � I,______ � II I li TL jr it -__, i F`________.�_____r-i II ALTERNATE 3/1.6'ALUM; POR RIVETS 0 5"O.C. _ 7n i I 1 _ AT REAR,OOD LATE F`-- I 1I n a fie' ----_ ' n>� 'WOOD PLATEL_ II ( .� In� REO'D: I i ,' 9 aj ---------,I__ I ,o n� 3/16'µUN-POP RIVETS O to-D.C.BOTH SIDES w .e // �--� I n� J/16'ALUM.POP RIVErS 0 40'O.C.BOTH SIDES dEO E0. 1 4 ' 216"MIN.WOOD EO. S1 R I I DECK'REQUIRED Tj 2•x4'CONT. 1 tI I� .1/.4'0•'/4'TEKS SCREW (NO FOBSH ALLOWED) I ' /'t WOOD PLATE , I OR 1 C 3 V BOLTS W NUTS 4'0 s 3/4'TEKS SCREW ,i; I: t , / / / W/5/&'WASHER.OR REO'D. �. ''i {11 '&5/8'WASHER 0 6-O.C. 1/4"x 3/4'BOLTS W/NUTS 1, 1 '1' II, , CONNECTION C4 -CONNECTION CO 5/8•WASHER o.4"O.C. `( f• t' ,1 2"MIN.E.D. 2"MIN.ED: 11 4 I } CONNECIwN 03 r ll 1 ;1 WALL FINISH /'; } 1�1�•1 1�I WALL FINISH t1 . BUILD-OUT FACE 'MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION QUILD-OUT FACE MOUNTING INSTALLATION SECTION4Aw";mV0m) SECTION 7W SECTION 4W 1;, FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) NOTE• :ALTERNATE LEC.LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ®267 TILTECO INC. A71 BY. a.44167 DRA • •,•' TITAN II FOLDING.IMPACT PROTECTIVE'SYSTEM' NL INSTALLATIONS DETAILS INTO WOOD' �� gCp FOLDING SHUTTER CORP. 'DATE ,� � INcGATE SCALE N.T.S. fOf/ !Q ST BUC11 PLACE 334 - - - -- -- - - -_ --_-- ,177 TulIT TEST] i Ns,°xFaxoR,JNVo L6+ANr w 3 - --- E EST 1 17-089 ____ _ .•o•''., row _ ,( 71�9ni> PH:1&00-843=6371' - - 1 0?!5 tUL]4q.iL � ec —- __— --_--- - — -- -- •�OR1 `�ttAt1: < m>D•'TlaoOdoL om •ii1lQupYWl.m.cOm oR�tnNatN;. ... EB-0006719 WµTER A TRUr'J,P.E. �', ot�llox wa'. tm. tun ----FLORIDA Un.'3.44187 = - ,~ mtroll m/7tnr a� BHEET ii or 13. YIN.SEPARATIONTo GLASS I I MIN,SEPARATION 1 (SEE SCHEDULE TO GLASS Or &T '�+ ON SHEET 13). (SEE SCHEDULE . OH SHEET I J) � OPTIONAL RAIN GUARD I (NON-STRUCTURAL) I +• 1/4'0x'1'TEK I + ALTERNATE 3/16K ALUM. - SCREW OR 1/N-20'x1' POP RIVETS O 5'O.C. S.S YS WI1H'NIIT h AT.REAR. i WASHER-0 4'O.C. 7 - - T 9. -_ _ -__ _ r.'� 7n 3/16'ALUY.:POP RIYL�S O X10'O.C..BOTH SIDES c EDGE OF SLAB ,R6 APPLICAB _ EDGE'OF STAB ALTERNATELOCATEGTI@ON ' CONNECT M C7 -� _ IF APAPPLICABLEAPPLICABLEANpiOR (SEE NOTE•) p WINK//'�' DECK YIN,.WOOD _-�.-- DECK REQUIRED (NO FINISH ALLOWED) CONNECTION CS EDGE OF SLAB IFE. �2K MIN.E.O: EDGE-OF APPLICABLE �� F 2'MIN.E.D. --ED• AP°LICA`£ 1 SEE LIMITATIONS FOR®ON SHEET.2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION TBW (BOTTOM) 1 MIN.E.D. -I'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 2'x6'YIN.WOOD DECK REQUIRED 1- MOUNTING'SECTIONS CAN BE.COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MW.SEPARATION FLOOR MOUNTING INSTALLATION 2'x4'CENT.W°°° TD>CHED PLATE RECD. (SEE SCHEDULE NOTES-SECTION TAW (BOTTOM) �' °"SLEET 13J 1- FOR WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE HAVE A MIN:.SPECIFIC DENSITY OF 0.46.OR EQUAL ! WALL F'wlsH (3)s/18'' IN 2- Of .ED EaT— 2- SEE SECTIONS 8W ac 14W FOR MAX.ASID. DESIGN 1-1 SCREWSW/2 1/2'11W, NTN.E.O. PRESSURE RATING&'SPANS' utx 4'PENETRATION AT YIOWIORI,(27 OF RAFIER/IRUSSES 1/4'x4'(6063-T6)FAT EXISTING 2X WOOD t I tw F PLATE W/1/4-0 1 TEK TRUSSES OR RAFTER .2'x4'MIN.WOOD— .08 1 , I g ,.I n SCREWS b 0 C,IN - AT 24'O.C.MAX: STUDS 0 16'O.C. BETWEEN,TRUSSES OR 1/B'x4 (6063 76)FIAT' 0(0 'PLATE W/1/4 0.:1'TEN SCREW5.0 4'O.C.W (2)1/4'0 TAPCON OR 1/4'9 CRETE-FLEX- BERYEEN:TRUSSES -- ANCHORS OR 814'NDS WOOD SCREWS OR'1/4.0 _ -_ __ , EDGE(IF APPLICABLE) NDS,LAC SCREWS AT:MIDWIDTHOF'E0.SND W/ 2.1/2'Min,THREADED PENETRATION INTO WOOD J/4'T_EK STUD 1/4K MO.PLYWOOD EXISTING SOFFIT II`i ( � �I I _ (2)ROLLERS ` T m, I EQ. S.S.SB LTS%4 NUTS dc20 3/4• ROLLERS 810x3'S.S.S.M,S,W/1/2'0x3/4'LONG 11� , I,1` 6 OR 0.855'0(IYP.) NYLON BUSHINGS'(Typ,TOP)AND 1'LONG ! 1 III 1 1/4'0 x 3/4'TEK WASHER.®6'.O.C. 810 x'3'S,S.S.N.S.W/ I B v ( .)BOTTOM),EXCEPT AT ROLLER HOUSING' 1111 q; SCREW 0 6'O.C. 0.]73•LONG NNLON MOUNT TO WOOD STUDS -MOUNTING. INSTALLATION BUSHING W/'A 0.150' LONG TOP SECTION 0:500- 16 INSTALLATION'S DE,TA• -S.-- SECTION 14W (1301MW O.P.AND 0.245 Id.AND 0GL 3x0.270' ' - 0.223'LONG BOTTOY ! 0,°30' �S Mw.'SEPARATION = j �/� MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60,0 PSF SECTION 0.320'O.D.ANO TD GLASS WEAT fHER ' a INTO W O O LQ�� ,f�n 0245'IA. (SEE SCHEDu.E I STRIPPING:FA Or t I N .CENS,c "T- FLORIDq'BUILOIWG CODE(High &.Non High VelOefty HLiyf190ne.Z9n9). (TYP-) ON SHEEP 13) SIDE.(ING.) SCALE N.T.S. I 0 2017 TiLTECO INC. ORARN BY: I I P, No 44167 TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM R_LI 07/29/17 HEADER 0 USS MOUNTING I STAL 0 IL IECO'iwe. FOLDING:SHUTTER CORP. WE __. M R T TR IN N LATI N .K•�,� TIWT TESTING&ENGINEERING COMPANY •' ri6T'PAW�BF!H FL 3M13 SECTION. 8W (TOP) or • p K r��t,l• 5=KW. .n»ISA )7-082 vro..,am.u:biT0.Far,:(xapn-lssl PH'1804'e4S-W71 -mau:Bll 06719l.cam rrr./o141rryYiutlAn:eom ORAIDNG No MAX: A.S.D. DESIGN PRESSURE RATING+60:0, -60:0 pSF U 1 HALTER°T°LUT1Jr P.E. -- ••-J;. $If'fg7(IRE/GATE FLORIDA Ue.1 44167 ', m,uu mno/D a SHEET 12 OF 13 MAXIMUM WIND PRESSURE (n.s.f.j CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING.MAXIMUM. (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) SLATS SPANS 'SOH D F FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B &.2 1/4"FOR C ANCHORS) e1ND MIXOIUM SAM SPANS A um ALL0W181E, THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE REACRON CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD f°q 'jE PosnTvE NEGATIVE .TOP ANCHOR ANCHOR ANCHOR TYPE ANCHOR TYPE CONCRETE [;ANCHOR CRETE BLOCK PRESSURE PRESSURE. &DprroM TYPE SPACING TYPE TYPE CONNECTION ANCHOR, (L+1 h-) TYPE SPACING ANCHOR'TYPE TYPE 30,psf 144,0' 144" 180 Ib ft A B C A. C E - A C F60.0" 60 88'lb ft 9 425:LB/Fr - 388 LB/Fr 157 :LB/FT 134 LB/FT.256 LB/FT 397 LB/FT A B C C 35 psf 100.0' 100" 146 Ib ft C1 6 473. LB/Fr. - 418.LB/FT 236 LB/FT 202.LB/FT 383 LB/FT 432 LB/Fr C1 9 417 LB Fr 388 LB FT 134 LB FT' 144" 1.44" 210 Ib it _ 6. 461 LB/Fr - 418 LB FT 202 LB Fr 12 387 LB/FT 334.LB Ff 166 LB FT 142 LB'Fr 271 LB FT 347 L& Fi 60.0" 6.0' -100-Ib/ft--- C2 9 456'LB FT - 362 LB Fr 250.LB/FT 190 LB/FT 318 LB FT 380:.LB.Fr 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100,0" 100" 167 Ib/ft 6 525 LB/FT - 4-19 L13/,Fr 312 LB/FT 285 LB/Fr 353 LB/FT 443 LB/Fr C2 9 417 LB/Fr - 362 LB/Fr = 190 LB/FT 144" 144" 240 Ib ft 6 502. LB FT - 419 LB/FP. - 285 LB/Fr 60.0' 60.0" 115 Ib ft 9 390 LB/Fr - 309.LB/Fr 157 LB/FT 134 LB/FT 257'LB/Fi.329 LB/Fr 80.0" 80.0" 154 Ib ft C3 6 496 LB/Fr - 375 LB/FT 236'LB/Fr 20Z LB/FT 298 LB/Fr 405 LB/Ff 9 372' LB/FT - 1 309 LB/FT - 134 LB/FT 46 psf 97.0' 97.0" 187 Ib/ft 3 813 LB/Fr - 572 LB/Fr 326.LB/FT 304 LB/FT 418 LB/FT 631 LB/Fr C3 6 469 LB/Fr - 1.375 LB/FT - 202 LB/FT 1150' 115;0" 221 Ib/ft 9 466 LB/FT - 370 LB/Fr 157 LB/Fr 134 LB/FT 256'LB/Ff 393 LB/Fr 3 760 LB/Fr - 1 572 LB/Fr - 304 LB/Fr 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/Fr 483 LB/Ff 9 445 LB/FT - 370 LB/FT - 134.LB/Fr 60,0' 60.0" 125 Ib/ft C4 6 561 LB/Fr - 448 LB/FT - 202 LB/Ff . 89.0" 89:0" 187 Ib ft 3 972 LB/Fr - 682 LB/F7 389 LB/FT 364 LB/Fr 500 LB/Fr 753 LB/Fr 3 912 LB/FT - 682 LB/FT - 364 LB/Fr 50 psf lOD.O 100-0" 208 Ib.ft 9 281 LB/Fr - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/Fr 103 LB/Fr 120.0 120:0" 250 111,% C5 6 421 LB/Fr - 334 LB/FT 122 LB/Fr 125 LB/FT 214,LB/FT 155 LB/Fr 9 226 LB/FT - 224 LB'Fr - 83 LB/Fr 144" 140" 300 Ib/ft 3 843 LB/FT - 670 LB FT 243 LB/FT 25D LB/FT 432'LB/FT 311 LB/FT C5 6 339. LB/FT - 34 LB/, - 125`LB/Fr 60.0" 60.0"' 138 Ib ft 9. 273 LB/FT 325 LB/FT 2:15 LB/FT - - 138 LB/Fr 102 LB/FT 3 68.1 LB/FT - 670 LB/Fr - 250.LB/FT R1 n " 7 Ib ft C6 6 410 LB/Fr 4.87 LB/Fr 323 LB/Fr - - 207 LB/FT 153 LB/Fr 9 .221 LB/FT 251 LB/FT .215 BFT' - 55 sf' 100,0" 100.0' 229 Ib C6 6 332' LB/FT :378 LB/FT' 23 LE) - - 3 822 LB/FT 975 LB/Fr .648 LB/Ff - - 474 LB/FT 307 LB/Fr O 3 663 LB/Fr 756 LB/ 46 LB/ 12 .0 120.0-" :275 Ib ft: 4 269 LB/FT 301 LB/FT 183 LB/Fr - - 114 LB/FT 153 LB/Fr - - 137" 134" . 330 lb/ft C7 3 358 LB Fr 402 LB/Ff 244 LB Fi - - 152 LB FT 204 LB Fr 4 232 LB/Fr .236.LB/FT- 1.83-:LB/FT - - 60:0 60,0" :150 Ib/ft LB/Fr LB/FT 3 310 LB/FT 315.L6/FT 244 LB/Fr 80.0"' 80:0" 10D Ib/ft 2 - - - - - - 305.LB/FT 12 388- LB/FT 460-LB/Fr 409 LB/Fr 60 psf 100.0" 100.0- :250 Ib/ft 12 491. LB/Fr 596 LB/FT 409 LB/Fr - - 265 LB/FT 168 LB/FT - - 115.0" 115.0' 288 Ib ft C8 8 736 LB/Fr 894 LB/FT 614 LB/FD - - 397 LB/FT 252 LB/Ff C8 8 582. LB/FT 691 LB/FT 614 LB/FT - - 131" 128" 346 Ib ft 6 982 LB/FT 11194 LB/FT 8i9 LB/Fr - - 530 LB/Fr 336 LB/Fr 6 777 LB/FT :921 LB/Ff 819LB/FT - - 59.0" 59.0"' 160 Ib ft 65 psf 92.0' 92.0' 249 Ib ft 100.0" 100,0" .271 Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE RSEE.GENERAL NOTE C.2 ON SHEET 1 1267 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 121" 718" 374'Ib ft SPAN HURRICANE ZONE HURRICANE.ZONEGONG:C,BLOCK WOOD,STEEL CONC. C.BCOCK.WOOD. STEEL -. 59.0" 59,0" 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4-0 TAPCON W/ ADVANCED 3.50" 2,50" D N/A 4,00" 4.00" N/A N/A. 75 psf 100.0' 100.0' .313 Ib ftTHREADFORM TECHNOLOGY 11T =114" .387 Ib ft 5'=10" 2 1/2" 1" 2 5/8" 80. sf. 113'- 111" .400 Ib ft AS LESS B 1/4" m x 3/4" SOLID SET 3.50" 3.50 N/A N/A 3.00" 3:00" N/A N/A. 90 sf Wit 00 psf 101 99" 447 Ib4f TO 8•-3" 2 5/8 + 1 2 3/4,} C 1/4" 0 CRETE-FLEX 3.00"' 3.00" 0 N/A. 5:00" 3.00" N/A N/A 110 psf 468 Ib ft 120 psf 87" 82" 484 Ib ft E 1/4" 0 ITW-BUILDER N/A N/A N/A 1.00" N/A N/A N/A .2.00" 130 psf 80" 76" 483 Ib ft TO 12'-0'• 3 1/2" 1" 3 5/8" TEK SCREWS 140 psf 74" 70" 484 Ib ft j1 A�ii�iM �, #14 NDS WOOD SCREWS OR 150'psf 69' 66' 4B3 Ib/ft A F N/A N/A R' N/A N/A N/A 2.00 N/A P �/ 1. 4" NDS LAG'SCREWS 160 psf 65" 1 62' 483 Ib ff AS DEFINED BY ASTM E=1996 STANDARD. A 114TE5: }.EXCEPT THAT 3 5/8" SHALL BE USED ' '' FLORIDA BUILDING CODE(High 4 Non'High Velociiy Hurricane-Zone) moi' ®2017 TRTECO INC, E GIVEN POSITIVE ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, , '•�+ •F TITAN II FOLDING IMPACT PROTECTIVE SYSTEMGIVEN POSITIVE ABLE;DESIGN PRESSURE RATING. 4 4A & 7 AL-:MAT(.ALLOWABLE PRODUCT SPAN FORA.GIVEN NEGATIVEASO.DESIGN PRESSURE ` FOLDING SHUTTER CORP,IL ECO�If,�.nLUT TESTING&ENGINEERING COMPANY 70BM HEMS,REET PUCEFINAL NN(IMUM ALLOWABLE PRODUCT'SPAN IS 'C i�: WESUALMBFlLH,.il]3613' 61M15 NY.]6N.51:Sta]¢),M6UNA CARDQIS,.R 3]146EQUAL TO THE MINIMUM DETERMINED'PRODUCT •-Gt. �� Ena• (]pf76TI ISlO �r Pa+16r-1a1t PM:�t8OMantSPAN-BETWEEN'L+"AND'L O P%% �'moil Ull oG d COLI, •,...fdmn uttv6.com ORV •4' EH 0006719.... lDT Uf 67 WALTER A n FL ipA ,/� OR Lica.f N -. Ar//n