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HomeMy WebLinkAboutProduct Approvals i Florida Building Code Online Page 1 of 2 I BQS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications contact us BQS Site Map, Unks Search•li Flxida pr �: Product Approval '�:.� USER:Public User Product Approval Menu>Product or Application Search>Aoolkatlon List>Application Detail > �'( FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved i 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@foidingshutters.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 i 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. © Validation Checklist-Hardcopy Received i 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 I Equivalence of Product Standards i Certified By i 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 o 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 I 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.Tlllit 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 I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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 1 click here. Product Approval Accepts: 0® M CreelirCard:.- . I I I I i I ,I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgv2aBQpHpQQ... 2/12/2019 I� GENERAL NOTES-, I.TRAM H FOLDINGIMPACT 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 fIW/BUILDER, INC&ELCO CONSTRUCTION.PRODUCTS, RESPECTIVELY,OR j 14 NDS WOOD SCREWS OR 1/4' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1520(HVHHZ) & 16D9,(NHHVHZ):OF THE%ABOVE MENTIONED CODE, 0 NDS LAC SCREWS. FOR A BASIC WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THIS PRODUCT:TO BE INSTALLED FOR A DIRECTIONALRY FACTOR Kd -0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM ASA: DESIGN PRESSURE RATING'INDICATED ON SHEET 13. NOTES, .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 TAPOON OR 1/4'.0 CRETE-FLEX OR 614 NOS WOOD SCREWS OR REDUCED TO.ASID.DESIGN WINO,LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/:MAK.(AS.D.) 1/4'0,NDS LAG SCREWS INTO THE.WOOD FRAME UNITSHALL.BE 1 1/2'FOR C1 THRU C4 MTD:CB.THRU C8 DESIGN PRESSURE RATINGS-INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5r OR AS INDICATED GN WOOD SECTIONS ON SHEETS 10 THOU'12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF.THE REQUIRED THREADED PENETRATION. IN ORDER TO KESS FOR THAT COMPONENTS&ANCHORS.IN THIS ANALYSIS. AS TESTED; WERE NOT OVERSTRESSED, USED R INCREASE IN C.2) MINIMUM EDGE-DISTANCE OF 1/4"0 TAPCON OR A/4"0 CRETE-FLEX OR 614 NDS WOOD.SCREWS OR 1/4'0 NDS. -- --- -ALLOWABLE STRESS,fOR WIND LOADS WAS)O.USED IN THEIR ANALYSIS..A DURATION FACTOR CD - 1.60 WAS USED FOR'VERIFICATION OF FASTENERS.IN'WOOD: LAG-SCREWS INTO.WOOD.SHALL BE AS SHOWN-ON SHEETS 16 THRU 12. - - FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED.IN ACCORDANCE WITH C:3) IN CASE THAT PRECAST:STONE•PRECAST CONCRETE.OR BRICK.PANELS,VENEER.OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&,1609.1.Z OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED;AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS.SHALL BE LONG ENOUGH TO REACH THE MAINSUBSTRATEBEHIND 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 PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203,AND AS.PER:SUBMITTED STRUCTURAL CALCULATION$, PERFORMED AS PER SECTION 1416'&.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 O&®SHALL BE p 10 x 3';•410-HT MINIMUM SERIES W/ 173:6 ksi YIELD -1/4.0 IN/BUILDEX.TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH'&187,4 I081.TENSILE STRENGTH..SCREWS SHALL BE COATEDWITH XYLAN 50b0 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX.507.WEST'CHESTER PA: 19381. NOTES- 3.ALL.ALUMINUM EXORUSIONS.SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF TTW BUILDEX TEK SCREW 1-. FOR 6063-T6 ALLOY AT SLATS-SHIM.BE.Fy=25.9 kA. 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 THE ANCHOR CORROSION RESISTANT'COATED CARBON STEEL TW%BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SEC11ON MANUFACTURER' 2411.3.3.4.ALL ALUMINUM'POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. B. T 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 CONCREFE,,BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED,STEEL. OR AISI 304 OR 316SERIES 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 INA VISIBLE PLACE WITH WARNING NOTE DURING PERIODS.OF HURRICANE WARNINGS HOME OWNER•.,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENFERPIECES'.ANO ENGAGE,OR LOCK.ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10;PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT-PRODUCT W ACCORDANCE - 1/4'0 TAPCON W/'ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDD6 INC.TO MIN.Fc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0■3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT-SOUD SET ANCHORS TO MIN, f c-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 SWILL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE,PERMIT 6 APPLIED TO. A1) 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.ED.),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 PX-D. A2)3/4-SCUD 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 DOCUMENT PROVIDER HE/SHE DOES NOf DEVIATE'FROM THE LONG MINIMUM.:SHOULD STUCCO EXIST. CONDITIONS DETARED'ON THIS DOCUMENT.CONSTRUCTION SAFETI'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 A.1 &A2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL,BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEEk OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D. ENGINEER-OF RECORD,-ACTING.AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER,.SHALL SUBMIT YO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER,INC: - 1/4'0 x 3/4'SOLID SET;AS DISTRIBUTED BY ALL POINT SOUD SEF ANCHORS. (E) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED.B6 ELCO.CONSTRUCTION PRODUCTS:. PREPARED R. NOTE$ ffHA�f "% THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR'1/4-0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. 111,091IHR A, Tl(���- PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. nv� 8:2) 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87)INTO THE CONCRETE BLOCK UNIT. NO A �1 V INS*. •. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) MINIMUM SHOULD STUCCO EXIST AND I'MIINTO STUCCO SHALL BE NIMUM WALLS. WITH NE;STUCCO. SHALL BE 1 1/2'LONG f•' O.44167 i m.�o17 m1EDo INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DROP�' B.3) IN CASE.THAT PRECAST STONE OR PRECAST CONCRETE PANELS,BE FOUND ON THE EXISTING WALL, o7/eo/n ANCHORS SHALL LONG ENOUGH REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE :• IL E C O''T1Ne. FOLDING.SHUTTER CORP. DATE SHALL BE AS INDICATED 8.1 &ON NOTES Bit &8.2 ABOVE Q TINT 7L5TNG h ENGINEERING COMPANY 7080 HDISIRFLT PEACE .4� ease Na.sw sA s a aGT su aw n asln WEST PAW Ae13 •••.'• \�, w..,temint_im..m,fxa "'Tui M fe00 i J - - 17-Q82 e-mail:tat...O.W.- . Jddfip huttm. s DRAWING No E8-DD06719 P{.' SI(:I000RE WALTER A.TROT Jr.P.E. sn monui uua S /DATE r1GRIDA Ue:/N16] m- v .aNEEi 1 GE 13 Sq',w7•� L 26e6 r soWINDOW Q LEND Q,FLAT END I(ro B£usS 6063-T6 ALLOY 6063-TS ALLOY J—T5 A ® EXTERIOR CENTERPIECE MAY INCLUDE PERFORATIONS AS PER' (TO BE USED ONLY FOR INSTALLA17ONS 606 T ALLOY DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE GRADE 4 ERIO CE I UE4SURED AT BOTTOM OF OPENING 063-76-ALLOY SEE COMPONENTS 20. 21 &22 ON SHEET J.) • 1.7rS- altt• 2696' 2116 z0rz• I,c9r .136• .�i `Ti •6W Im- .093- .0672033'26A, •B00• q 1. Z716------ WALL HEADER 2 N l�X B.O. ® BOTTOM TRACK ADAPTER ® CEILING HEADER .BOTTOM SILL TRACK 6063-75 ALLOYSILIs�FIK9D I rC�yiiK 6063-75 ALLOY 6063-T6.ACLOY 6063-T6 ALLOX 6063-T6,ALLOY yy�1 so0•^i 2696' L2 'o9a COMPONENT a 6 t1 t2 IrIL v a 13 2' 5"MAX. 0.125" 0.125" r-z�e•� .09.4• .os0- � _. N ,ffi. .061• ` '� ®. 2' 4"MAX. 0.25' 0.25' 0 Q 1• 2-MAX. 0:062 0.062' a11a• 01 AST. BOTTOM TRACKADAPTER BOTTOM RAIN GUARD ALUMINUM ANGLES RAIN FIOY 606J-T6 ALLOY 6063-73 ALLOY 6063-.T6 ALLOY 6063-46 ALLOY 1.130• . d O< J 1PONENTS $ -.{III-'I'•�I-ter$ p 1ttl,{���`..••'•'�'A••.. '/•$�- rN FLORIDA BUILDING CODE (High &Non High Velocity Hurricane.Zone) rL'2017 TIL7ECO,INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORNN or. mpo/n �5 3%B",�-16 ACETAL —=v. IL E C O iN�. FOLDING:SHUTTER CORP, DATE LOCKING TUBES ,-'p•., ro-;� . 71WT7ES71NO,a<ENGINEERING COYPAN7: 7W9.h YSnUXr PUCE 9 � am�.�xD�.:m:sl...m waw..wma.a aT,m HEST PALM BEACH.fi 31413 -- --- 1 7-.082 FOR QAT CENTERPIECE _CORNER POST ,-reoo...o.,(xap•,-,.,, -,�e.�e37, 6063-T6 ALLOY =��,��'•.�OHID4::• 4` 9-rauil:tllbco0001.com ,Iw6obN9MGlt9re:wm CRAVING No 6Q 28 1 ALLOY 'r WALTER .7l 1Jr:P.E. �^� orN oe¢ r.r MIN. 28 I/?"LONG 2qE FLORIDA ue. .d a¢E7 2 OF 13 I TOTU (J)ROWS OFTO YATTPP1/�'P HOLES FDaB EA.SPACED Z-CUP EACH SID£ TABLE 1: SOURCES FOR!N B07H OF IYINDOw(SEE TABLE 1)DIRECTIONS. • OPDOm NUCKLE 00 .SLITS PIX)pc. 11P'01L.PROPUTRES STANDARD 51B/C W/tlYA11YE (TYP) 0- 0 KNU KLE WTERNL/SCIENCE PLASRC N o 8 LLCMKKROLDN:Tr LDAN 10T RESIN g0 . �O BUCIA. Q�(J I VIEWING SPECIFIC GRAM ASTM D792 0.043 10/in 0.043 W/m' 000 ___ I WINDOW .,F .w�.r. lfAi PGTIgY TENSILE YIELD STRENGTH ASTM D638 .9.400 P•..I. 9.500 P.A.I: OE S1Ar FLEXURAL STRENGTH'AT-YIF1D ASTM 13780 17500 P.e.L 13.400,eJ. FLEXURAL MODULUS ASTM 0790 340.000 p...1. 345,000 p...L 2 2 pQ t PtuJ da ,SNAP-W END IMPAC; 3. ,r.�* C~ CUP TOP/80TTOM NOTCHED IZOD ASTM 0256 18 Fr-Ib/In 17 FT-m/in ,$sp. s OF WINDOW (SEE TABLE 2) 'FIRE R rRuiuQ DHARArTmIrnaC• ty V2' SMOKE DENSITY ASTM 02843 47.2 R 64.5 A MAX y tq RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS SELF'"MOM ASIA D1929 1040'F 98D•f g XFATHEPJNGe 130Si SLAT WINDOW SLAT WINDOW k .060 O6CX ASTM G135.. U �s. OLYCARBOAfATF:VIEW7NC TENSILE STRENGTH AFTER:WEATHERING ASTM'0638 9302 P.A. 8640 p:..7. 2 2 y WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING. .ASIA 0638 8461 p..J. ONO P.A.NOTES, MAX.(2)fY1N00W5 MAY BE IN ONESLAT SPACED N APART,A MINIMUM OF 24� mn r2"um.FROM N ENDS OF SLAT TOP G BOTTOM.suT Nusr EVER f INSTALLED AaucENr TABLE 2.- SOU FOR -Aur rcW6bv TO PlfCES�ORa, NOR AT CORNERS OF PRODUCT. PF.yu SUMI O, MASTER TOOL COMPANY Q0 TP � TYPICAL PROPERTIES REFERENCE' BLACK NYLON PART 000 ® SLAT WINDOW DETAIL 1:205194/8 0 Q 8 (2EYARON) Q8,00 0 0 20 PHYSICAL- 008 HYSICA SIAM 8,0 SLAT'S SPECIFIC GRAVITY ASTM D792 .0.042 lb&' N KNUCK o 00 KNUCKLE WEWING MECHANICAL (TYP) O0p (ryp) WINDOW y 9 TENSILE YIELD STRENGTH Ab TM 0636 11.500 P..i. O 0 0 (J)'ROWS OF ra"A P p $ E PPeP' amp FLEXURAL STRENGTH AT YIELD ASTM,D790 15.ODO 0..1. Q�Q T/4"/HOLES a••• FlD1URP1 MODULUS ASTM 13790 430,000 .4Q FA SPACED R JypOQ, v.ti. �mnAi mrmuE 3 BOTH IS- THERMAL�`.011• ate• NOTCHED IZ°D ASTM D255 0.6 Fr-lb^ TP wT9GRtl1 n THERMAL PROPERIES� FbOe .DIRECTIONS. COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 s H1 In/In-•F 7 7- 21 Z—CLFP ©2 SNAP—IN END CLIPa nc(TEMPERATURE I Asru 03476 I rXo I -I BE USED AS AN,OPTION FOR ALL 1NSTNIATIONS ® SLAT WINDOW ELEVATION UNDER URGE MISSILE.A44Y INCLUDE PERFORARONS A5 PER THIS OETAfL -M4X. (2)WINDOWS TYPICAL "n. SLAT WINDOW DETAILS S AWY B£W ONE SLIT SPACED NIN z,"APART(MM.EVERY.'°5lATS). Wf 20 VIEWING .WINDOW & X211 . 22 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE 1 SLAT WINDOW ELEVATION (LARGE MISSILE /MPACT,� a �/'�\V EI�L7 '•,��? FLORIDA.BUILDING CODE (High & Non High Velocity Hurricane Zone) NQ 4467 ®2037 TILTECO.INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIRI By-. *.. V IL ECOiNc. TCORP. DATE -- •�' ,,�f 1yL TIWT TESTIHG&ENGINEERING'COMPANY 7069 HEWSIREEr PUCE '• ••C4, m73 nr.,,NA,3..34.3m, cwma n y1m WEST'PAW BEACH.FL 3343 1 7-082. \31••• •.. \�r w.�,<+mm r-tn,]P�. u:pmT.n-rut PH.1600-543-6371 — _ —_ -_ \V tip - al;UlttcoOPd.com' weMlWd4p.bu8u..com GRAITINO N. / Nal yS` EB-0006719 .����/��,.��� WALTER A TIUUT J9,P.E. •� P.E:r...-�wv.TORE/DATE FLORIDA UP./44167 SHEET 3 OF 13 r orO3 W/ 13 ,16 , 17OR 19 -- :4)oli 5 u (2) W x N azo USE(2) AT 30' 15-� 0 2 ♦ NOTES ON @&LOCKING TUBES CBi AT®&®• N O.C. FOR AT n UP TO BB' 0 1..TWO(2) @ SHALL ALWAYS BE USED.AT PRODUCT'S MIDSPAN SPACED w USE (J)®AT 30'O.C. 'AT 30' O.C. FOR SPANS UP TO W. USE THREE(3). FORjjGER o FOR SPANS LARGER 'SPANS SPACED AT 30" D.C.AT MIDSPAN. COMPONENT MAY BE V) '� THAN 99° UP 70 R INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES 4Q OR SO. LOCATION OF®SHALL BE AS.SHOWN ON'TYPICAL ELEVATION. W IWii (2) LOCKING TUBES. SHAL ALWAYS BE USED TOP& BOTTOM AT N N PRODUCTS'CENTERPIECES 4 ORS AT ALL INSTALLATIONS. LOCKING TUBES. 1 ,SHALL BE SECURED WW LEVERS AS SHOWN ON'SHEET 9.- OR� OR 18 (2 Ll r i SEE LIMITATIONS FOR®DN SHEET 2 pi I LL ==Luffit t t t t 1 [SEE END.CONNECTION,DETAILSON SHEET 9 CONCRETE; CONCRETE BL; FULL OCK ORFOR 6 O O+„ 13 . O+ 1�6 ,®+ 13 , WOOD INSTALLATIONS. O O O O O r O 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDT TYPICAL ELEVATION N. T. S. F NOTE: SEE SECTIONS 1 THRU 3. ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. 1 I� Rai"TIC.yam_ SEE SECTIONS 7. 7A &78 ON SHEET 7. Ill A. '• SEE SECTIONS 1W & 2W ON SHEET 10. 11' Q� .••••• ��T':. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. �� ```` ✓ SEE SECTIONS.7AW. 79W. BW & 14W ON SHEET 12. AA ••VCENS••••. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 4167 02017 7ILTECO NC. DRA3R1 er: • NO.4 TITAN 11 FOLDING IMPACT'PROTECTIVE SYSTEM ILL :. :• ;� IL E:G O�N�. °'AEFOLDING SHUER CORP. OAT D i TILL&TESTING 11ENGINEERING COMPANY 7088 HEMSTREET PULE �.S• tf �'c, ' sss3;NL]M 54 N.']ti Wamw mm05 0.wle4 WESE PAW BEAMI.FL JJ113 _ -17_082 _ Im..:abaMn-Inn.rm.Iww_w1 PH:180D-843-BJ7I IONAL.�>�6 II m'i%-W000e°O71aL��m ....row�ww•�L� DRAWING No ' WALTOE A.-TWT Jr.PX_ om ,.< P:E•9Gy,/�0nA1LjRE/DALE FLORIDA llc..f 44167 m/mnr DILL Of IJ I POURED CONCRETE OR CONCRETE BLACK WALL REOUOiED. j OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL SEESHEET O (NON-SL TCT H000 RECUIRED. �j/ TRIM(DECORATIVE HEAD) SEE SHEET 13� ROLLER THOUSIN° (NON-STRUCTURAL) (NON-STRUCTURAL) /X 6 1.000-H MIN.Ij ED. z�, / ____ •3 ���//� (ftO xON i_�� OO,BTECIIOH C2 _=� jjj/ RAINN°NO- U. 055'f(TYP), (SEE SHFET 1J) (NON-STRUCTURAL) 1 � I10 X 3'SS..NYLON W/ c N --- - -I 0.373"LONG YLAN ]/76'ALUM. J S/16"ALUM.POP RIVETS, I 13 BUSNNG W/A 0,150' .CONT. POP.RIVETS, S O 1B'O.C., 1 LONG TOP.SECD°N 0.5DD 0:163x0.270• O 1B•O.G. ' (2•.4•MAX.) O.D.AND 0.245'i.d.AND UUTRAF' 1/4"f ITW BUIIDE%. �. ( 0.223"LONG BOTTOM ULTRAFAB ( TAPCON:W/ADVANCID SECTION 0.320'O.D.AND WEATHER I MIN,SEPARATION THREADFORM'TECHNOLOGY D;24V Le. STRIPPING FA POURED CONCRETE TO GLASS OR 1/4'f ELCO SLOE(TYP:) '.OR CONCRETE BLOCK (SEE SCHEDULE 1 or CONSRUJCTION PR0011CT5 I 1/4'0.1'1EK—! 1 Or WALL REQUIRED. ON SHEET 13) �� CRETE-FLEX W/1 3/4" I SCREW'OR I/A0-20k1" Ef x NOL EMBEDMENT O'6"O.C. I S.S:T.S WITH NUT&. 'POP RNETS. I.I $ I WASHER O 4'O.C. O'1B'D.C. or I POURED CONCRETE, J 1 T.7 t OR GONCRETE BLOCK MIN..SEPARATION WALL REOIARED. I T Or TO GLASS 1 or (SEE.SCHEDULE 1 / t a ON SHEET 1]) ®t W I ih L NLN- GLASS DON VAo POURED CONCRETE • / I TO CLASS (SEE SCHEHEFT 13) 0R CONCRETE BLOCKULE ON SHEET TS) WALL REQUIRED. I t or Y y CONINECTI N c2 3 % t d (SEE SHEET 13). 6 1 SCREW OR11/40 207x7' i % I 5.5, MS WITH NUT& WASHER'6 4'O.C. U? /10X3"S.S.SN.S.W/'1/2.0� lir•' yy�fi 1/4,'0,I//TW BUZ= I 1'LONG NYLON BUSHINGS THREAD%WTECMNOLO°Y I Y (SEE Q, / LON BOTTOM),P AND EXCEPT WALL FACE MOUNTING INSTALLATION CONSTRUC°RIIDIN/PRO°D s i is (SEE SHEET 13) / ROH'c R Houswc(ttP.)AT CRETE-FLOC w/1 3/4" SECTION 2 ION.EMSEOMENT.O 6"O.C. I (2'"' WALL FACE MOUNTING INSTALLATION '50 x E0x ANCHOR SECTION 1 ,,,.� SPACING ANCHOR SPACING 0 .GROUTED BLOCK REQUIRED 1.000'y 2500 MIN. (NUN.fc-2.ksi GROUT)'OR POURED.CONCRETE NLN. E.D .. EXISTING NON.STRUCTURAL WALL TRIM(DECORATNE SILL) 0 6 ANCHOR SPAGNG STAGGERED CHO SPACING DECORATIVE WALL TRIM TRAPPED DETAIL 0 6 1r,,,,A.rr,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE NY7,�7y>P����EN.<<i✓�r , A.S.O. DESIGN PS ECR LONG.- +65.0,•-90.0 PSF' & CONCRETE BLOCK S�'•, 9 FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zane) SCALE:N.T.S. O,44167 02017 TILTECo INC. TITAN II FOLDING IMPACT PROTECTIVE.SYSTEM DRAM BY. NOTE FOR:COMRINAT(ON OF SECTIONS: * E.D. = EDGE DISTANCE07/!0/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS.ON SHEET 13) = Q I L ECO,.-.\ FOLDING SNUTIER CORP. DN,E IN ANY WAY TO SUIT ANY INSTALLATION. ,(�,� r;• -11'. TKL]T TESTING'&ENGINEERING COMPANY 7089'� RPLACE 3 C ..: •6�4,, wss-Nxwm..sti sw.jos.wr:wr,woos.w'ww 17-082 1 <w9m1-law.r..,(aoslml-1m1 PN:t600-a1. x771 NALE� 1'r,• �-mo®4T e4cuO49.Com ...U46np.AuOms com - GRAVING H. t SEE LIMITATIONS FOR®ON SHEET 2 - WALTER A,tutor 3r.P.E. aorano. o0i v. o.0 P.E SfGNA1UPE/DATE FLORIDA Uc 44167 m/w!n s~ :SHEET 5 OF 13 1/40 x.3/4'TEKS'.SCREW OR 1/4'x 7/4' SOL75 W/NUTS&WASHER O 6.O.C. 0.060•THICK S.S. POURED CONCRETE OR ROLLER HOUSINGI YIN.SEPARATION I YIN..SEPARATION CONCRETE BLOCK WALL '/ I f TO CLASS TO CLASS REQUIRED OPTIONAL RAIN HOOD I~(SEE SCHEDULE �y' (SEE SCHEDULE (SOOTNI✓EL'EE EET C4 EQ. 0. (NON-STRUCTURAL) L ON SHEET 13) T. Or 3.N ON SHEET'13) t... 13) /IOk3'S.S.511.5.W/1/2'0 AL7LWNATE 3/16'ALUM. ALTERNATE 7/15'D.C.I+('xJ/4'I') NYLON BUSHINGS POP'RNETS O 5"O:C, POPRIYEfS O5'O.C.I BOTTOY)PE%CEPIAND i ATOROLLERNG P AT REAR.I' AT RFIR:HOUSING(EYP.) IW 12)NYLON ROLLEWS C0.855.0(TYP.) I n' 9 13 E0.EO nj7 I r.TL, 3/1B'ALUM.PCP RIVEfS I "I93/1 O 10ALUM. BOTH SIDES I\\ 'C.a O 90.O.C.90TH SIDES LEG&ANCHO 3/16' 1.-POP ORIEMAl10N` 8 RNEfS 0 O 18'O.C. 0SH3•IANC NYLON ONE.0.153% MIN.3/4'PLYWOOD MN.3/4•PLYWOOD BUSMNC W/A 0.50 'I YIN.SEPARATION 0.27040.030' 4 1/2'MIN. REWIRED LONG TOP SECTION O,SDO'I TC GLASS UL7ILAFAB $ REQUIRED 25 O.D.AND 02{5'I.d.AND (SEE SCHEDULE WEATHER 1/4 v TAPCONS OR 14 0.223•LONG,BOTTOM .STRIPPING EA l or Ty` SEC00N 0.320.O.D.ANO ON SI-MET 1J) SDE �d CRETE-FLEX . 1%4'THRU DOLT W/ (TYPJ T w ANCHORS 6'O.C. n WALTER&NUf O 10'O.C. 0.2/5'Cd. ''8 EACH SIDE I� u T1/4'THRU BOLT W/ 1/4'0 TAPCONS OR WASHER&NUT O 5.D.C. POURED CONCRETE OR CRETE-FLEX ANCHORS:6'O:C. CONCRETE BLOCK WALL T i Or REQUIRED 2'ss:DR 2•x5•:1/8' pOURID CONCRETE OR 5•x3%1/8'6063-T6 CONT, ALTERNATE 3/16'ALUM. T 6063-Tb CONE ALVY. .CONCRETE'.BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP WVETS O 5'O.C. ® ANGLE. REQUIRED AT STANDARD COUNTER—TOP MOUNTING INSTALLATION _ 1 ALTERNATE COUNTER—TOP MOUNTING 1 SECTION 5 INSTALLATION SECTION 6 W n MAX.A.S.D. DESIGN PRESSURE RATING- +66:0, -66,0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF •i n9 3/10'ALUM.POP PIYE15-O I MIN..SEPARATION = J 10.O.C.BOTH SIDES TO GLASS �. __MIN.. LGG7 e .I ON SKEET 13) a ALTERNATE LEG T or ''h E0. E0. I / &ANCHOR t� CONION 3 ORIENTATION (SEE SHEET 13) ALTERNATE LEG &ANCHOR ORIENTATION / 1/4 x J/4'TEi6 SCREW W/ 0 POURED CONCRETE.OR S/8'WASHER OR 1/4'x 3/4• •;s CONCRETE BLOCK WALL BOLTS W/NUTS-&'5/8•WASHER O 14 REWIRED 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION e CONNECTION G % o SECTION 4 0 N '1/4'0 A 3/4'TIXS SCREW. POURED CONCRETE OR� OR 1/4'x 3/4'BOLTS W/NUTS' CONCRETE BLOCK.WAIL &5/8•WASHER'0 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK UI D"" MOUNTING TA TIO SCALE N.T,S. FLORIDA BUILDING'CODE (High & Non High Velocity Hurricone Zone) NOTE FOR:COMBINATION OF SECTIONS: yT NO.44167 ®2017 TILTECO INC, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRUN.BY: E.D. = EDGE DISTANCE T ILL 1- MOUNTING SECTIONS CAN.BECOMBMED (SEE SPECIFICATIONS ON SHEET 13) Gn/ao/n _- X 01. IL EC O mr, FOLDING.SHUTTER CORP. IN ANY WAY TO SUIT ANY INSTALLATION. DATE r (Q TIWT Tf3TING&ENGINEERING COMPANY. 7089 MELSTREEr PAGE ,'•••• �;• (G�r , WEST PAW BFACN;.FL 33413 ---- - )7_082. _ 1 SEE LIMITATIONS FOR ON SHEET 2 _ �1 1 NwxW.sau.sl,st..3o7,.wlaa GIROR n s.11aa ® _ y� IS, P>.... NmdL•L411oco0oWm��LNI tn1o1643-es71 �0lYQI••E1G u 4NutNn.com DRAWING Na IW "f�.i WALT EB-WOI11f1 J1.P-E 'ar.n wn P.E•5FALASIWdURE/DATE FLORIDA'LJe.0 j 44167 m/m/n m SHEET BOF 1J MIN.ED. E0. POURED CONCRETE COM¢CTION C5 REQUIRED (SEE SHEET 13) 0.060"THICK.S.S. ROLLER HOUSING OPTIONAL RAIN H000 (NON-STRUCTURAL) (2)NYLON ~DAM.. S.S.ONG SM.SNYLO. 1 1/2'S _ROLLERS 0. , �.(iYP.) (TyP.TOP)AND'1'LONG(Typ. I B BOTTOM),EXCEPT AT HOLLER HOUSING.(TYP.) 110:E S.S.S. W/ 0.373'LONG,RTLON 3/16`AWY. BU..G W/A 0.150' P.OP-RIVETS, I .LONG TOP SECTIQN 0.$00' 1 O.D.AND LONG L0.AND CONT.0.163'a0.270'a0.030' 0.223 LONG BOTTOM ULTRAFAS WEATHER SECTION0.320'OD.-AND STRIPPING Ek SIDE(TYP.) 0.245''I:d. @ t .N r� MINT SEPARATION i / T m --(SEESCHEDULE 1 MIN.Sr AMTION. I w, on SHEET 13) To LASS. I I (SEE SCHEDULE I or ON$HEFT`13) ®TI -j i MIN. SEPARATION 1/4'•r.1'TEK SCREW OR TO GLASS. 1/40-zD'a'S.S.YS.WITH. (SEE SCHEDULE (PHONAL RAIN GUARD NUT&WASHER.®4'O.C. ON SHEET 13) (NDN-STRUCTURAL) ALTERNATE 3/16'ALUM. POP RIVETS®5"O.C. I OPTIONAL.RAIN GUARD AT REAR. I $ I (NON-STR1"GU) E LEG3a� ALTERNATE`3/16'ALUM: ^ •h 3 LOCATION WITH n n` AT EM.S O.5"O.C. nPOP 1 ^: 3/16'ALUM,POP RIVETS .ANCHOR I CONNECIgN C7 n'�y 9 O 10'O.C.BOTH SIDES ( SEE SHEET 13) �7 3/16'ALUM.POP RIVET$ - --- 0 10'O.C.BOTH SIEES EDGE OF Co. Ea. APPLICABLE IF EDGE OF 'a..CONCRETE / SLAB IF REWIRED ( C6 j APPLICABLE EO. EO. POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.E.0. REOURREO cowil .71011 CE •LIN.E.O. MIN,ED: (SEE SHEET 13) .LON.E.O. 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 BLK 'r SCALE: N.T.S. 11,,11,�� ,......•�ir�;p FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS:. 1K E.D.. EDGE DISTANNQ•44167 `- ®eon nuEco Inc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GRA�LIn: CE 1- MOUNTING SECTIONS CAN*BE COMBINED (SEE SPECIFICATIONS ON SHEET 13), 1 fOIDING SHUTTER CORP. 07/10/77 IN ANY WAY TO SUIT ANY INSTALLATION. m E:C O�N�. DATE _ p 7 3 TILL1T TE NO&ENGINEERING COMPANY 7069 hEMSIREET PLACE _ •'•,/t/ 617.1. ]Wi.• SW:]n1 NRWM LOOM n i]te0 WEST PAW DDEK FL 33413 :,`0 1 ts..,L. t-taw.4...(7wgrt-+wt INR.1e00-643-6371 ---' --- 1.7-082.-- 1 SEE LIMITATIONS FOR®ON SHEEP 2 /•�•{:Ip:.l••L 1111 s- uE Gu�cooaa wm �nJold(ngdnuflw.cam DRAMWO No L WALTER A. 1Jr.P.E. ay.r �u n.n mna wr _ ..� SIGNATURE/DATE FLORIDA Uta 044167 tw taoH mAN/q San 7 OF 13. POURED CONCRE7E OR GROUTED CONCRETE 64W Mm BLOOL WALL REDURED 1B SPAN TUBE PER SORWLE X (7)ROW OF 1/4'I TAPCOtg X AN'C".)(SEE_SQKMUE) l // / / � TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) Ik (B)1/4',3/4"TENS 30tOr -- - _ AT x D.C.UNG"Um"LLY. o o O - o o O ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS SPAN TUSE PER'nawLE - -------------- TUBE .MAXIMUM SPAN LENGTH EA. END PER END OF TUBE STB�+• PRODUCT SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM V4'.:ya•ra swear - �s•o.c. / L/Z•TWp. � TUBE TUBE 'TUBE rA4•a Ya'nL •..•o<rs•or 60" 106.0" 13 8 kT1t/41 LET+GIR 'A71t/11 LENGRI � W Ems - ANGLE 96" 85.0" 17 10 (SEE SCREMU) MANGLE 144" 69.0" 13 8 LEf CTN 4•-P. o � •) i BO" 117.0' 17 10. ati7•.t/s1-.LENGTH or ` W03-TG AU++'•� p t p t a,/7• 2"x4"xi/4" 96" -110:0" 21 12 _ (SEE SCHED SCHEDULE) TB„ EUNWO, E�0`P-) 144" 91.0' 21 12 SPAN TUSE LEN 80' '109.0" 17 10 TYPICAL ELEVATION CTUBE AT TOP) SPAN TUBE MOUNTING INSTALLATION c Vis: 2"4"xl/8" 96` 1.00.0° 21 12 SECTION X. 144" 81.0" 97 10 17-SI IA SPAN TUBE LIEN so" 124.0" 21 12 Bppp -OPENNG Ww 'h""P• 2"xa"x1/8" 9s` 114.0" 21 12 BAi 16-1 144" 93:0" 21 12 a1Y°,Yd•n - VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 3.711/4'.LDIM 3'N• 313'.4r 6oW-TB AwN.ANGLE o t t/%LENaM SHUTTERS HEIGHT ABOVE.4,BELOW DOES.NOT EXCEED THE MAX: PRODUCT SPAN �(sEE SocwLE) Do l M'AN� SHOWN ON TABLE 1. Y' Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) ,/4'..3/4 TOL sCREw 0 O O o o TUBE MAXIMUM ALLOWABLE TUBE REO'O ANGLE NUMBER.OF ANCHORS o e•as SIZE PRODUCT SPAN LENGTH EA END PER EIJD OF TUBE • ------ ------- .SPAN 314-n3k Lm sPAn TUBE PER SCHEDULE ------- --��------- 7121,/4}fEWCBN CROs]-TB ALLOYGOBa-Te&M-ANGLE 60" 76.0." 13 12 (SEE SamOt4 (s),f4•.3/4•TPxS SCREW .•Min- POURED tt sew TUBE.PER SONEDULE Yx4%1/8" 96" 60.0" 17 15 0000•NAT, AT 2�OG.LONGml0.QAY. r�N (SEE,',NwUu) BlANOWRS(TPJ 144" 48.0" 13 12 OR GROUTED GO (2)ROWS OF 1/4.4 TAPGONS OLOCK),ARL NREOLBRED mcimRs(Trp.)(sEE SO,EDULL) TYPICAL ELEVATION (TUBE AT T BOTTOM) 80" 87.0" 21 18 SPAN TUBE moE�uNn�NNGyyINSTALLA710H 2".4"x1/4" 96" 79.0" 21 18 (B)!/4',.3/4•TntS SCREW. SON N .. •EA 'SPAN TUSE LEN 144" 65.0' 21 18 AT 2f O.O.LO UTUORAU.T. 714"r 313'.31YSt/4' mp,) O+wG h•�. 80" 77.0° 17 15 LENGTH GOB]-TB ALUM.ANGLE (3T)�M.gF I/vo (SEE SCxEKw 2'.5'x1/8" .96" 70.0' 21 18 (T'p•)(SEE SALE) 4 Q�Y 144" 57.0' 17 15 80" 88.0' 2118 Car d 25(6"xt/B" 9s" 1 81.0" 21 18 Z Z 144` 1 66.0' 21 1 18 teb, o INSTALLATIONS. DETAILS W/ SPAN TUBE INTO POURED CONCRETE e.DoO'LwL. - •'/4e'4ac. / '°`x" - OR GROUTED CONCRETE BLOCK WALL O O O O O 3O(SEE ------------.--. SCALE:N.T.S. 7) �PEj,SaEDUEBw-TB MACY O OO / O 0 O MAX:&S.D.DESIGN.PRESSURE RATING- 172.0'PSF A. Tj S s•,a1i�p•", � 1yL l L.�..uuq.L. +ya-. p )3-T. yy ;(S ,. 1 FLORIDA BUILDING CODE (High &:Non High Velocity Hurricane Zone) ANGLE II at '• 0.44167 02017 TLLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRON"Y' -- - - .•y . 07/20/17POURED CONCRETE FOLDING SHUTTER CORP. ATE OR CONCRETE -BLOCK WALL REEGU Y,4'a 3'4'w 317.1/4' D ' /.• TILUT TESTING h ENGINEERING COMPANY 7089 HEMSTRLET PLACE (B)II f1'.]/4'tExa BCRFW LENGTH 6093-7E ALUM.ANGLE /�•••. 1,• 4]SB HW.36,A.M..6U.3(O,NFG)aA G,ROaCi,M1}TUB Yl6f PAW BF1CF1.FL 33413__ __ ___ TYPICAL ELEVATION LTUBE AT MI DHEIGHT) �/•��(T ,•ORI I~ •"� t Bw.:.]OTx„-,S,R.C..,(wG)en-,w pH:,t9oo-e4s-B]7t - __17-082 AT 7 O.0 LONGINDIBMi1Y, (SCE SCHEDULE) -�$yl; IAA ��_"y r1 .. ,..• \a LLf -rtglL•UILaGoOael.com Wrnr./al6n9s6utla6wm DRAWING No_ _ _ SPAN TUBE MOUNTING INSTALLATION / ` ,@ t SEE UMITATIONS FOR®ON SHEEP 2 .L' ®.Uc.f10 WALTER A TILLET Jr.PE �.r oauroa 4K r .mwn;a, out ''P.E. 9gryATU1{E/OA7E FLORIDA.Uc.B 44167 , m,6-0u m!nr , SHEET 8 OF 13 TAPCGNS/CRETE-FLEX (SEE SHEET r -EXISTING GLASS V ANQI0R5°le•O.C. 1]) EXISTING STRUCTURE WN.E.D. STT IUCTURRE (SFE SHEET't J) EXISTING 1 S 5.758•(TYPJ STRUCTURE _ \ ]/Ifi•POP RrvETS.OR O CENTEEIPICD°FOR� �O 1/{" f.l]/4 / \ 1/O X 3/4•MCSO MP.) \ TAPCONS/CRETE-NFx / 18 o.c. ANT]a-°18 O.e 7 /I6'POP-RIVETS. °R'/o e"O.G WALL FACE or 1 t or 1�t or Qt or - -- 1W / - END CONDITION 1.8 s0.o 90.IV 2 so.o' POP.RENS 0 / 8 4 SH WN '/{'•'/''ro 5° (LEVERS INTERIOR' OR 5l 18•.a.°. OR EXTERIOR) `J (SEE Num 1) (2):®°JO O.C.O EXTERIOR (2)OS O!°•D.C.O WDSPAN TOR,U�ro 98 \ UOSPAN FOR UP TO 89• SPAN (])O -JO' / SPAN&(J) •30' O.C.O 100SP FOR UP 13 \ HORIZONTAL SECTION 20 18 SCRTO EW'WT BE INSTAALLEDY:G� , 18 (LEVERS,RRER OR HORIZONTAL SECTION SCREW WY BE INSTAl1ED INTERIOR OR E,ITERIOR) I /16•POP RIVETS INTERIOR OR EXTERIOR) ()EVERS EXrEFwR) 0EWOR) OR I/{'+]/S• /� .2'a2 i1/8"CONI. TEXS'o te'D.C. *MAY VARY AT MST SAT AT TWWPED INSTAUATIM 4 OR eo6J-T6 aLGr AUPCON/CRETE-REX SHO R?SEE LHIRATXM FOR©ON SHEfT 2 ANCHORS°'le"O.C.ro TAPCON/CRETE-FLHO 3 ExwnNG STRUCTURE ANCHORS.0.16'O.C.EXISTING STRUCTU usnNG STRUCTURE BUILD—OUT E1 1/2" 2'.2'•1/6'CONT. .END CONDITION MIN. 606]-16 ALLOY ANIXE WEOEG. �\ 3/16-POP RNEfS OR 11-V'.J/{•1Ex5 OR E,OSTING STRUCTURE END LOCK ANGLNUTS O E /{ '712"D. w/ .C.. END LOCK ANGLE N /i O NOTE 1 HORIZONTAL 5ECT10N HORIZONTAL SECTION 2"x 2'x 1/8'6067-76 T//{'X 3/4'TEK COM.ALUMINUM BEM ANGLES SCREWS'AYiACHED ro ONE ONE LOCKING TUBE,:PART It�§ SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR. ccn EHPIME o.6•D.C. INTERIOR.CENTERPIECE®OR' INSERTED'INTO THE BOTTOM OF EACH ALUMINUM,LOCKING TUBE®. A (2) F0.J0'D.C.• YIOSP�]'''FOR UP�To 9B.' SOLID THERMOPLASTIC TIP MU BE INSTALLED.THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN"(])05)0 71 0:357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @.AND SECURED D.C.°MOSP FOR UP INTO R WITH A 0,120" q.d. HOLLOW PIN.THE BOTTOM 1.100. OF THE TIP SHALL BE 0.363" DIAMETER:WITH SCRE°W'MAY A 0.200' LONG BEVEL TOWARD THE END AND A FLAT'TIP. BETWEEN THE SQUARE.TOP AND ROUND BOTTOM INTERIM OR EXrEw°R) OF THE TIP A SQUARE, 0.475'x0.475"x0.085' THICK COLLAR MUST BE INSTALLED:AT THE TOP OF THE 4 OR(5� ALUMINUM LOCKING TUBE @8 A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED; ONE +�� 18 SHOWN (1)PIECE, 1.375' LONG, WITH A 0.366'xO.3.66'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' (EYFRs uGERioR DEEP 13Y 0.188' WIDE CHANNEL To RECEIVE` THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ,te't� °P°t�fl10fiJ SOLID THERMOPLASTIC TIP INSTALLED AT (J SHALL BE ENGAGED INTO 3/8.0 HOLES DRILLED ON THE OUTER 18 (MAX.) HORIZONTAL FLANGE:OF TOP/BOTTOM TRACKS. (tEVERs INTERIOR 4 OR 5 OR.FMEIUOR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 11 Rok A.7/tZ-t. HORIZONTAL SEcnoN .L ,••"•""�'•••,.Tj/ FLORIDA BUILDING CODE.(High & Non High Velocity Hurricane Zone) A Qi 02017 RLTEco INC. TITAN.11 FOLDING IMPACT PROTECTIVE SYSTEM ° END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE IL ECO Apr. FOLDING SHLIMR CORP. °'DA°E" ' 7�Z(•�1�� ,� TILUT TESTING&ENGINEERING'COMPANY 7068 HELSTREET PLACE A,. F]SS'RXln.3{,Sla_]07.YJrIGgA N771{E WEST PAW BEACH.FIL 13 ,(7M1+1e•+Tejo. .•itml Pee 1e°o,6aJ=6J71 -17-082-- ''•:��ORIDP:�krw11 rma Ic�sOaBol.com WXradd69ehM{o.c9m ---- DRAWING Nn ••-•••••••• WALTER A TILLIT Jr{P7:E 16FLORIDA Lk./{ t'L N '1Xvl". DMX m.r ra�na na SHEET 9.Or 13 13 "`"U ANGLE KURD-OUT MOUM PER SECTION 4.SHEET 6 A A (2)3/16'POP RNETS. 2•.2'.1/w EACH LEG OF 2'.2• ALUNRlW AHGIE. T''� I ANGLE LEG'MAY FACE (� ATMY FROM OPENING ` (AS SHOAN).OR'TOA'MDS c OPUZ)NO.TOWARDS flEOUIRED i0 AOSr z� 1 STRUCTURE 19 BULLO-OUT MOUNT PFA SECTION 4.SAEEf a (Z)3/I6'POP RTJEfs, EACH LEC.OF 2'.2' ANGLE ALTERNATE WALLEXTERIOR ELEVATION Sm SIMILAR AT HEAD, PLAN VIEW A-A uouNr row oNE—� AND SILL AND BOTH SIDES oR eL11A TicLEs l:' `:" OF PRODUCT I \e; OPTIONAL SIDE ANGLE (2)/1/4'..7/C TOOT OR 3/16'POP �'' YW/2' 1U1 N(3E5'TOP 0'x• (FOR SECTION 4•SHEET B) RIVETS PER ANGLE,TO TUBE BOTTOM OR TO WALL(2 REQUIRED) (21 L/N I I./CRETE ilEX'ANCHORS EA'ANGLE TO SUB ® 1/4''4 a 1 3/4' 'TAPCONS/[ROBE-FLET( l el Q If—�PIECES MAY BE FLAT ANCHORS O Is'O.C. R L END K OR EXISTING STRUCTURE 11011 3 CORNER POST • •EDGE OF-CONCRETE � ISOMETRIC SLAB (TTP.AT TOP-ANO B07TOM SLABS) �� "fYBEFLAT END TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. Iy�. �'( I axonmiErnMC. TITAN II FOLDING IMPACT*PROTECTIVE'SYSTEM ORAWN�( FOLDING SHUTTER CORP. 07AG/17 CONCRETE BLOCK & WOOD (AS APPLICABLE) .. IL E c o 1M�. DATE _T_ a TILUT TESTING&'ENGINEERING COMPANY 7068 HEUSFREEr PUCE �,`•..: R 1 v OOss . www,G,RJTA3.R uIb WEST PALM BFACE FL 3x13M. mSlDuI301100-643-6371 17-0.82 _ C�VQv O_•�•"• +;%�}4 1' o-m 1 Wleco04ol.,am am./o W9patlutltn.eorn DRAWING No EB-0006718 P.E.SE1L 9OfAN WAL.7LTE A T.t JT.P.E. / RE/DATE F O OA Lle.(I 44167 m/ao/n v SHEET 94 OF 13 r WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FMH D.oeo THCW ss, /+ort S.S.S.M.S.w/1/2'.r3/4 Tr-- LONG NYLON.BUSMNCS.(Typ.TOP) WNTEL'11011;C! ROLLER HOUSING � I� .AND 1'LONG(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING(twJ •�,1W � -- _—_ ( 0.080•THICK S.S.ROLLER HOUSING i (2)NYLON _Z '"j OPTIONAL RAW HOOD R011cac (NON=STRUCTURAL) 0.833.0'(iYP:) 2•x4^CONT.WOOD I / 6 HEADER REA'0. I /+0 x J'S.S.S:N:S,W/ 3/16'ALUM.POP I 0.373'LONG NYLON COM. RIVETS,O 18'O.C. T BUSHING W/A 0.150• I CONNECTION C1 LONG TOP SECTION 0.300' 0.183'x0.270' ' 0.0,AND 0.245'IA,ANO 1.0.030' 0.223.'LONG BOTTOM PL"ATT�HFR SECTION 0.320'OA.AND. STRIPPING Eq. 0.245'id. I SIDE(TYp,) ® t 3/,1G'ALUM.POP OYP•) 8 \° RIVETS,O 18.O.C. NZ �2 MIN.SEPARATION 2'xa'cont.WOODI MIN..SEPARATION 8 TO cis To cuss HEADER REO'D. Is SCHEDULE f or (SEE SCHEDULE 1 or ON SHEET 13). (0 t I ON SHEET 13) ,F]t 2•x4'CONT.WOOD PLATE REDnT I I 1 a _WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) )1 1 ,,` a—GOIY�TION C11 {1 ` WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS .INTO WOOD a+ E ✓ FLORIDA BUILDING CODE.(High'& Non High Velocity Hurricane,Zone) t SEE LIMITATIONS FOR®ON SHEET 2 02017 TILT=INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAMN en NOTES: NO.441-67 - ��- NOTE FOR COMBINATION OF SECTIONS: 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO t - E FOLDING SHUTTER CORP. a'/'�T SE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED '] E C O INC. MTE IN ANY WAY TO SUR ANY INSTALLATIQN. •'• t� 'rlwT TEST] c ENGINEERING COMPANr 7Oa8.HosREL7 wtt 0 •v 0.A]nW.bN.5 54]b YPGtG�qpp,5 n.311b WTffi PAW BEACH,iL 33a13 ORI p�•; (�, .i' wo.,l�wefen_,mo. < w1 Pi1 TeoGa3-e371' 17=082-- - •• to mad:4tlbco0aNtom ,mrfaldinDbunm.mm DRAWING No • U ��t1. EB-000 & ¢719' WALTER A nUIT Jt.P.E. camua _ /HTE TER u�If a1E7 aD ua,. sNECT 10 DT 13 1/4'0■3/C TEKS SCREW OR 1/4'.3/4' BOLTS W/NUTS a(WASHER O 6.O.C. 4EQUIR D. DUSTING WOOD BEAU / I REQUIRED.STRUCTURAL ADEQUACY OF'EXISTING WOOD WOOD BEAM TO BE \ I ENOPRODUCT INSTALLATION. 2'.4':CONI. L EER OR MOCWi�ECTOPRIOR / !II WALL FINISH 0.060•THICK SS. ? SEE LIMITATIONS FOR ([DTo ON SHEET 2 ROLLER HOUSING .0 .C4.. WOOD HEAJDK ! REE0. EQ. OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: (NON-STRUCTURAL) ! / 1- MOUNTING SECTIONS.CAN BE COMBINED /! 8 /10.3^S.S..S.M.S.W/1/2'r.3/4' IN ANY WAY TO SUR ANY INSTALLATION. ! % LONG NYLON BUSHINGS(Tyle TOP) AND 1•LONG(TyP,BOTTOM),EXCEPT AT RO(LER HOUSING(TYPJ � ////OP`�C{{TKO]OI,,NAL RIJN HD j � YRAJ(2)NYLON 1- FOR W000 FRAME CONSTRUCTION:WOOD MEMBERS TO / / ON-STRUCK2)NIIiS BEHAVE A MIN. SPECIFlC DENSITY OF 0.46 OR EQUAL r___ __ - 'I 1 8 ONE JJTI '_ I 8 3POP 6PoVEf5, /10 a 3'S.S.S.M.S.,W/0.373'LONG NYLON I ALTERNATE'LEG O 16.O.C. BUSHING W/A 0.150'LONG TOP SECTION I 3/16'ALUM. I LOCATION Co 0.500'O.D.AND 0:245'i:d.AND 0.223'LONG I POP RIVETS, (SEE NOTE•) 0:163'.OZ70%.030' BOTTOM SECTION 0.720'O.D.AND'0.2A5•Ld• OTB"O.C. ULTRAFAB wEATHp! (TYP•) MW.SEPARATION F STRIPPING EA.SIDE TO.CLASS or ig t o .(SEE SCHEDULE ON SHEET 13) I I �UXSEPARATIO t or ®t MIN.SEPARATION TO CLASS ; �+ (SEE SCHEDULE wt8 (SEE SCHEDULE. ON SHEEP 1}) I I T t a " ON SHEEP 13) 1 orQ� t v ® �, - I� I I 1 orQ� t ALTERNATE 3/16'ALUM ALTERNATE MEG f I POP RNETS O S'O.C. LOCATION OPTIONAL RAIN CUARD ALTER�n N AT _ EE NOTE•) L I (NON STRUCTURAL)All s '� r__,(sLi NOTE•) I J I 11 I II LL JJ II ElmFr_� 11 ALTERNATE 3.15'ALUM. _ I I 1 I t POP RNETS®S'O.C. MIR W000 PCONf:i F`---$---'I I I CI I ��____________ AT REAR. __ 1_____ 11 9 1T'� 1 REO'D. T-71 a a o ALUM.POP RIVETS / ^ I .. '7 ,9. O 10'O.L.BOTH SIDES S 3/16•ALUM.POP RIVETS O 10.O.C.BOTH SIDES ! E0. E0. w 1 2'.6"MIN:1Y000 EO. c EO EO. Y l t l OECN REQUIRED 2.4:CONT. .V 1 ` 1 1/4'0 4 3/4'TENS SCREW (NO FINISH ALLOWED) 1/{'0 3♦ TEKS SCREW I OR 1/4'.3/4'BOLTS W/NUTS 1 1 / WOOD PLATE ( 1 W/5/6 WASHER OR % '1 �i V &5/6 wA4iER O s'D.C. CONHECTM CES i I 1/4•.3/4'BOLTS W/NUTS& l V`' 1 D�y�OH C4 4 1 5/B'WASHER O 4'O.C. l CONN MTM l:3 f� 11�(' 1'I 2'MW.ED. 2''WN.E.D. WALL FINISH FlNISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AVadatimVOM) SECTION 7W �` ✓ FLORIDA.BUILDING CODE (High & Non High Velocity Hurricane Zone) N07E.0 :ALTERNATE LEC LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED. e '• m 2017 TILTECO INC. TITAN'11 FOLDING IMPACT PROTECTIVE SYSTEM oR"''I'�' o,44167 20 INSTALLATIONS DETAILS INTO WOOD FOLDING SHUTTER CORP. °'G°TC" IL ECO.MO: SCALE N.T.S. O •Q TaMT TESTING.:&ENGINEERING COMPANY 7069 HEMSIREET PLACE 17=OBZ 441 AUS.u.3aa.5e.sr 3m.wmNA WIm4 n.3HN WEST'PNM BEACH,FL 33413 O.t .,:��RID+ •r'��<41i' vm.IpOro7m,_,4n. {w,Nv,-, M.laoo-Goa-as71 - �A EB-0006719 l.com �./ol2nyhu6w:w,n DRAWING No WALTER A.TLLEL .k.P.E. aacnc.0 n n REI/DATE FLORIDA Ua/14167 , m,aa,• a . SHEET 7I OF 13 yJ^ SEPARATION MIN.SEPARATION § 1D GLASS zd ro CHED or t �(sN SHEET 13) N W (SEF'SCHEDULE ON SHEEP 1J) T N ON SHEET 13) I or �I ly 0PRO-L RMN GUARD I + I (NON-STRUCTURAL) 0^1'TEK v SCREW OR 1/40-20'x1' POP�NATE RNEf5.J015'O.C� ••; ' S.S.US WITH NUT @ I 7 AT REAR. •� 9 - _WASHER 0_4'O.C. n �n 3176".APOP RIVE75 n z -o t0`D.C.C.egTH aDEs • EDGE OF SLAB IF APPLICABLE -- _ EDGE OF SLAB ALTERNATE lEG 4< IF APPLICABLE ANCHOR LOCATION og. 4jI (SEE �- NOTE•)�14 1 _ 2's8'NLN.WOOD DECK REODUiEO (NO FINISH ALLOWED) CONNECTION C3EDGE OF STAB IT EDGE'OF Y WN.E.O. APPLICABLE �� SLAB IF 2'WN.ED. APPLICABLE EO. t SEE LIMITATIONS FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) 1 NLN.E.D. 1'MIN.E.D. NOTE FOR COMBINATION OF SECTONS: 2'-6'NLN.W000 DECK RED,. 1- MOUNTING SECTIONS.CAN BE COMBINED (NO FINISH AUDWED) IN ANY WAY TO SUIT ANY INSTALLATION. Mw.SEPARTO ATION FLOOR MOUNTING INSTALLATION NOTES: PLATE REo' °°—� (o�s��„ SECTION 7AW (BOTTOM 1- FOR WOOD-FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 7 ' WALL FINISH (3)5/16'o IAO E 0 2- 2- SEE SECTIONS BW h 14W FOR MAX.A.S.D. DESIC14 or Qg't o SCREWS W/2 1/2'MIN uw.E0. PRESSURE RATING& SPANS w \ i'0 4'•1/B: e PENETRATION AT MIDW@iD (27 OF RAFTFR/TRUSSES. 0°83-T6 CONT. ALUMINUM TUBE 1/4'-4'(6063-T6)FIAT EXISTING ZX WOOD PLATE W/1/4'0-1'TEK TRUSSES OR�RAFIER 2'-4'NUN.WOOD SCREWS.6.O.C.IN - AT 24'O.C.MAX. SNps 0 16'O.C. BETWEEN'TRUSSES OR ,�D• j'I I 1 I 'bR 1/B't4'(6063-T6)FIAT ` PLATE W/1/410 A1'TEK 1 SCRENS O 4'O.C.W (2)1/4'0 TAPCON OR 1/4.0 CRETE-FLEX BETWEEN TRUSSES ANCHORS-OR 814 NOS WOOD SCREWS'OR 9/4'0 EDGE(IF APPLICABLE) NDS;LAG SCREWS AT,MIDWIDTH OF EA STUD W/----Z 1 2.1/2'Min.THREADED PENETRATION INTO.WOOSTUD Q 1111!( '$ 1/4'MAX.PLYWOOD EXISTING SOFFIT I l ,/40-R 1/'E (2)NYLON. {1 --ED. SS.•SCREW OR 1/4'-2D s J/4• ��� V 11t SS.BOLTS W/NUTS h 1- 810-3'•S.S.SAS.W/9/2'0 s3/4'LONG 1 L `l wAsHER�0 s'D.c. 0.8550(TYT?.) NYLON BUSHINGS(Tjry.TOP)AND T'LANG ` • 1 ' 1/4'0 c J/4'TEK 810 s 3'5.5.SMS.W/ I 17oil 's3 (TTI•BOTTOM),E.XCEPT''AT ROLLER HOUSING 1 1 SCREW O 6'O.C. 0.37.x LONG MTLON 's ("P') MOUNT TOL WOOD STUDS MOUNTING INSTALLATION BUSHING ECA 0.150' I CONT. INSTALLATIONS DETA&S SECTION 14W (BETOM). LONG TOP SECTION 0,500' GAILI-0.270' '�' O.D.AND 0.243'IA.AND -p.0J0' ' 0.223'EonG BOrrou Mw..SEPARATION /P. MAX. A.S.D..DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'OD.AND TO GLA55. DURAFae INTO WOOD���� •• 4. 0.245'I:a. SEE SCHEDULE 5 RAPING:FA. ' q •••,GENS••• -,(f IFLORIDA BUILDING CODE (High & Non High Velocity Huricane Zone) 1) or SCALE N.T.S.ON SHEET ®2017 TILTECG wa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAn4 No.44167 ' HEADER TO TRUSS MOUNTING INSTALLATION - -Y�`l,.�-� IL EC O FOLDING SHUTTER CORP. °'�°"' DATE ✓�•L•• /vv,� TILUT TESTING R ENGINEERING COMPANY 7069 NEMti7REEf'PIACE V assn Mc xx.s.sd.ara�aaaA cvmu,s n as,ca wtsr PADA Bucx..FU 334n _1.7-.082 SECTION 8W (TOP1 �,:,800-44,-637, — — - 1 -m0u:6uoc0oua.com ....roLanwA4w,..�4n, DRAWING Ho MAX. A.S.D. DESIGN PRESSURE'RATING+60.0, -60.0 PSF 'L WALTER A.°TI°LLlf'J.•P•E• r'-• °�°°' °"' °"' -p.• f74ATORE/OATE MOA U.y u,67- , m,s-0,. mraR ew SHEET 12.OF 13 MAXIMUM WIND PRESSURE .s.f.1 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 'SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B &.2 1/4'FOR C ANCHORS) LLV WUY suis sPNa.p ALLOWABLE THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRES RM CONCRETE CONCRETE BLOCK STEEL WOOD P09TAE ftm mE CON. ANCHOR ANCHOR ANCHOR PREsw� s BOTTw ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144' 180 Ib ft A B C A C E A C F 60.0' 60' 88'Ib ft Cl 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A 8 C A C 35 psf 100.0" 100" 146 Ib ft 6 473 LB/FT - :418.LB FT 236 LB/FT 202 LB/FT 383 LB/FT 432 1B/FT C1 9 417 LB/FT - 88 LB FT' - 134 LB FF 144' 144" 210 lb/ft 12 387 LB FT - 334.LB Fr 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461. LB/FT - 418 L13/Fr - 202 LB Fr 60.0' 60' 100 Ib'ft C2 9 456 LB FT - 362 LB FT 350 LB Fr 190 LB FT 318 LB Fr 380 LB.Fi 12 375 LB/FT - 334 LB/Fr - 142 LB/FT 40 psf 100.0' 100" 167 Ib.ft 6 525 LB/FL - - 419LB/FT 312 LB/Fr 265 LB%FT 353 LB/Ff 443.LB/FT C2 9 417 LB/Fi - 362 LB/FT - 790 LB/FT 144" 144" 240 Ib ft 9 390 LB/FT - 309 LB FT 157 LB 6 502 LB/Fr - 419 LB/Fr. - 285 LB/Fr 60.0' s0.0" 115 Ib ft / /FT 134 LB/FT 257 LB/FT .329 LB/FT 9 372 LB/FT - 309 LB/Fr - 134 LB/FT 80.0- " ft C3 6 496'LB/FT - 375 LB/FT 236 LB/FT 202 LB/Fr 298.LB/FT 405 LB/Fr C3 6 469 LB/FT - 375 LB/FT 202 LB/Fr 46 psf 97:0' 97.0" 187 Ib 3 813 LB/FT - 572.LB/FT 326 LB/FT 3D4 LB/Fr 418 LB/FT 631 LB/Ff 115:0 1 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760.LB/FT - 572 LB/FT - 304 LB/Fr 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FI' 236 LB/FT 202. LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT' - 134 LB/FT 60.0" 60.0" 125 Ib ft C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89.0" 187 Ib ft 3 972 LB Fr - 682'LB/Fi 389 LB FT 364 LB/FT 500 LB/FT 753 LB/FT 3 912 LB/FT - 682 CB/FT - 3.64 L8/FT 50 psf 100.0"' 700.0" 208 Ib/ft 9 281 LB/Fr - 224 LB/FT 81 .LB/FT 83 LB/FT 1.43 LB/FT 103 LB/Fr 9 226 LB/Fr - 224 LB/FL - 83 LB/FT 120.0 120:0 250 Ib ft. C5 5 421 LB/FT - 334 LB/Fr 122 LB/FT 125 LB/FT' 2.14 LB/FT 155 LB/FT CS 9 339 LB/FT' - 334 L13/FT - 83B/FLB/FT 144" 140" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432'LB/FT 311 LB/FT 3 681 LB/FT - 670 LB FT - 250 LB/FT 60.0" 60.0" 138 Ib ft 9 273 L8/FT 325 LB/FT 2.15 LB/FT - - 138 LB/FT •102 LB/FT 81.0" 81.0" 187 Ib.ft CG 6' 410 LB/FT' 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/ 15 LB FT F - 55 psf 100.0' 100.0" 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FE C6 6 332 LB/Fr 378 FT 323'LB/FT - - 120.0' 120.0''. 275 Ib ft: - 4 269 LB/Fr 301 LB/FT,'183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT- 756 1B/FT 646 LB/FT - - 137" 134" 330 Ib ft C7 3 358 LB FT 402 LB/FT' 244 LB/FT - - 152 LB FT 204 LB FT 4 '232 LB/Fr 236 LB/FT 183 LB/FT - - 60.0 60.0" 150 Ib ft / / / C7 3 310 LB/FT 31.5'.LB/Fr 244 LB/FT 80..0 GO 200 Ib ft 2 - - - - - - 305 LB/Fi 12 388 LB/FT 460 LB/FT 409 LB/FT 60 psi 100.0" 100.0" 250 14M 12 491 LB/FT 598 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 B 582 LB/FT 691 LB/FT 614 LB/FT 115.0" 115.0" 288 lb ft C6 8 736 LB/FT 894 LB/Fr 614 LB/FT - - 397 LB/FT 252 LB/FT 131" 128" 346 Ib ft 6 982 LB/FT 11194 LB/FT 1819 LB/FT - - 530 LB/FT 336 LB/FT 1 6 1777 LB/FTj 921 LB/FT 819 LB/FT - 59.0 59.0" 1.60 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 9SEE GENERAL NOTE C.2 ON SHEET1 126" 1 123" 360 lb/ft 60.0' 60.0" 975 Ib ft ANCHORS ANCHORS MIN. E.D: MIN. SPACING 70 psf 100.0' 1.00.0" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION GONG. C:BLOCK WOOD. _STEEL CONC, C.BLOCK WOOD .STEEL . . 1217 118" 374 1b42 SPAN HURRICANE ZONE HURRICANE.ZONE A 59.0" 59.0" 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4.0 TAPCON W/ ADVANCED 3.50" 2:50' 9 N/A 4.00" 4.00•' N/A N/A 75 psf 100.0" 100.0" 313 Ib ftTHREADFORM TECHNOLOGY 117" 114" .387 Ib ft 5'-10" 2 1/2" 1" 2 5/8" 80.psf 11.3" 111 400 Ib ft AS LESS B 1/4" 0 z 3/4" SOLID SET 3.50" 3.50" NIA N/A. 3.00" 3.00" N/A N/A 90-psf 107' 104 424 Ib ft >5'-10" 100 psf 101" 99" 447 Ib ft TO 8'-3" 2 5/8-.+ 1" 2 3/4"+ C 1/4' 0 CRETE-FLEX 3.00" 3.00" 9 N/A 3.00" 3.00 N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87' 82' 484 Ib ft1/4" p ITW-BUILDE% 130 psf 80' 76' 483 Ib ft >8 21- 3 1/2" 1'• 3 5/8' E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A .2:00' 140 psf 74" 70' 484 Ib ft TO 12'-0" 150 psf 69" 66" 483 Ib ft' 11YA�AAAJA!> F 914 NDS WOOD SCREWS OR 14" NDS LAG SCREWS N/A N/A 9 N/A N/A N/A 2.00" N/A 160 psf 55" 62' .483 Ib ft A AS DEFINED BY ASTM ' E-1996 STANDARD. �I +II /•,, FLORIDA BUILDING CODE(High & Non'High'Velocity Hurricane Zone) AH�SL +'EXCEPT THAT 3 5/8" SHALL BE USED ' \ L+:MAXIMUM ALLOWABLE PRODUCE SPAN FORA FOR MOUNTINGS AS. PER SECTIONS 3, ' � ,F••'•,' ®2017 TLTECO INC TITAN II'FOLDING IMPACT PROTECTIVE SYSTEM .DRAWN BY: -GIVEN POSITIVE A.S.)DESIGN PRESSURE RATING. 4, 4A & 7A: L-:MAX.ALLOWABLE PRODUCE SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE °7/20/17 RATING. IL EC.OtN�. FOLDING SHUTTER CORP. DATE `3�, PWT TESTING ENGINEERING COMPANY 7088 NFNSTREET PLACE FINAL NA%INUM,ALLOWABLE PRODUCE SPAN IS :'O �•! WEST PAW BULK,FL 33113 17-082 EQUAL i0 THE MIdlA1Ll1 DETERMINED PRODUCT 9 EL, � - :(loftlT-,*,arm:l]W7F)1-1At PW 1e00-e43-6371 - -- SPAN BEEWEEN,'L+'AND'L- D•••�ff[' P:' �+ 1 L e-moll:Ol006Ocd.com ntn.Yo1mn01Wu1WF.eom. DRAYINa No ,o; ,COR19, 167 -- j ..... �1 WALTER A.TI�1Jr.PE Rsnoa O"1 _ TE FLORIDA Ue. {l m ts-01. LJ v.r m.r - - � 7 m/ID/n a SNEEf 1]OF 3