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HomeMy WebLinkAboutProduct Approval Page 1 of 2 BusineSS&il • . gulation '. li M- Meos Home I Logm I Iherliggh ratmn I HWTopta JsubmttsuRn. -- I sra�m F,us J vubiketlow J corms us J MS sm'wv I uttla I S rch J.... r Product Approval USER:Public User Plt7duR Aoorowl Menu>Prudue or Aoollcation Search>A2W2tbn Lkt ->Application Dedil FL S 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)683-4821 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr., P.E. the Evaluation Report Florida License PE-44267 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHI mFa r n PROT SYSTEM rFRTIFICATION OF IN PE ND N eNiII 071 nl NG IMPACT Referenced Standard and Year(of Standard) TAS 201,202,203 Year 1994 Equivalence of Product Standards Certified By Sections from the Code https://Www.floridabuilding.org/pz,/pr�_app_fitl.aspx?param=WGEVXQWtDqv2aB QPH.pQQ. 1/10/2020 1'1VJLA%="uuwl wuC vnime . Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 013/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products - r4�1 Model,Number or Name Des riplion 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 #t17-082). of Use Installa tlon Instructions ed for use in HVHt:Yes FS17080 R2id for use outside HVHZ:Yes 082_PDResistant Yes Verified By: Tillit 7r.,P.E.PE-44167 Pressure:+160/-160Created by Int Third Pa Max span Is 12'-01 for+46,-46 p.s.f.A.S.D.design Evaluation R 'Yes 5'-2'for+160,-160 p.s.f.A.S.D.design load.See FL17080 R2 I li SH for additional spans and loads. FOLDING PROT SYSTEM Prodcid �a CORP. TrTAN II 0725.01 DRWG I O.Pn_F jation Report 17 Created by Independent Third Party:Yes i Back Nert Contact Us::2601 Blair Stone Road Tallahassee FL»]aa The State of Florida is an AA/EEO employer. -- lAwrloht 2007-2013 c.�..M Florida ;;pMan statement••AQ.'es.idlnv star ma e ::$LdyBd,�tpt�G� Under ant this a�.emall addresses are Instead,contact the W�bittk by phone A you traditional not ward Your e-mail address released In response to a public-records re man i this en by i lwne or by licensed under Chap tT You have any questions,Please m650.487.1393. q�• not send electronic(1),norlde Statutes,effective October 1,2012,Dansees licensed under Chapter 455,f.S.must Provide the De nmet twitha aH•pursuant to Section 455.275 smalls provided may,be used for official communication with the'Ikensee.However email addresses are public co. .i y with an eF" address ff they.have.one.The please Provide the Department with an email address which can be made availebk to the public.To determine ff��•a Yav ic not Msh to supply a Personal address, dick hi you are a licensee under Chapter 455,F.S.,please Product Approval Accepts: Pill wW��11�V61Y i https://WWW.lioxidabuilding-org/pr/px app_dt1.aspx?param=wGEVXQwtDgv2aB QPHpQQ... 1/10/2020 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 rfW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR# 14 NOS WOOD SCREWS OR 1/4"0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER.BECKONS 1620.(HVHZ) & 1609 (NHVH2)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT-TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES: Kd=0.85, USING ASCE 7-10 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-FLEX OR#14 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 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2"FOR Cl THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2"FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED IN ORDER TO VERIFY THAT COMPONENTS &ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A 33 R INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS NOT.USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4"0 TAPCON OR'1/4"0 CRETE-FLEX OR J14 NOS WOOD SCREWS OR 1/4"0 NOS. OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL.BE AS.SHOWN ON SHEETS 10 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& 1609.1.2'OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L.) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TA.S-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203.AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER.SECTION 1616&.1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 CAGE, FY-33 KSI (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(&®SHALL BE 8 10 z 3". 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4"0 rTW BUILDEX TEK SCREWS. W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH DA) MINIMUM EDGE DISTANCE OF ITW BUILDEX 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 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDER TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION MANUFACTURER 24.11.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL DE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER„TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS,MANUFACTURED BY I.T.W. BUILDEX,INC.TO MIN.'f'c-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4"0 z 3/4"SOLID SET,AS DISTRIBUTED�BY ALL POINT SOLID 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.Vc=3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES' BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. AT) 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;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. A.2)3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' 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 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. A.3) 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 SUCW PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A.2 ABOVE. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLCRIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (8) TO EXISTING CONCRETE BLOCK WALL'ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE RED. ENGINEER.,SHALL SUBMIT TO THIS LATTER.THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON O ADVANCED THREADFORMDISTRIBUTED TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC. (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4"0 z 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. aDTES- THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) EDGEEMBEDMENT OF(E.D.)SHALL BE SHEET 13 MINIMUM ANCHORS 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4". ,IrP��ER A• t1(���-o- PERMITS IN THE STATE OF FLORIDA MINIMUM ,Y11 EAISS�:••.,✓iy FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) B.2) 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY'EMBEDDED (7/8") INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4"0-20 S.S SCREWS USED SHALL BE 1 1/2"LONG =• ®•,$�1p[J� •••. - ®zon 1arEco WC. MINIMUM SHOULD STUCCO EXIST AND 1"MINIMUM,FOR WALLS WITH NO STUCCO. T i TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRMI BY. Y.l. B.3)1N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, •pyy�• �e mr10y17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �� I L io C�O, FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 & 8.2 ABOVE. a �•"; .•11 LUT TESTING&ENGINEERING COMPANY 7069 HELSTREET PLACE 1V ne,lctA!4 SN.!0!. RRtG G n.111G0 WcST PAW B FL 33113 _• \�,• .:posTeil-1m.i. :Iw!eT +ml PH:teooT si3-s,T71 1 7-082 oNAL E�" aFB t00060o9 ol.com ewJoldingnh Man.eo n DRAVING No. WALTER A TILDT Jr.P.E. un axcma P.E�SEACJSI.i1AT11RE/DATE RORIOA Ue.A"16] mpa/n m SHEET 1 OF 13 a000• ' .an' aa4T• aeea aeeo• p 2.SIX1• '& 1 Yq, cT y2 Py 3 ^,.0-- �. Yr. 1.J29- V. , q}• a J-2 )tN qV �SLAT ..JeS .e7,' �' O6TI.T50- em- 2.7J0' 606 - ALLOY ®.SLAT WINDOW Q I;—END Q FLAT END MAY IN USED FOR ALL INSTALLATIONS 606E-76 ALLOY 6063-T5 ALLOY 6053-T5 ALLOY 5Q EXTERIOR CENTERPIECE MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE ® INTERIOR CENTERPIECE 6063-T6 ALLOY MEASURED AT BOTTOM OF OPENING 606E-T6 ALLOY SEE COMPONENTS 20, 21 &21 ON SHEET J.) aoea f9e1' �1- 4.715'� 27]2' 2.898'— p pp 214e'—•-I .393' 5 S'I10' •[b.• 2012' 2657•� IS9T— .06T' .120' •NI .r20' �• .090 C 1 I o.l S_ .,oa• o _ n .oaz• .oaz- .09J' .oso• .062• � 1.98)' .095' .09 � � � 9 ,� asu'� .ae7• 'I any' � �.cro•I zrr5' zen' J. 6Q WALL HEADER (b R" MAX. B.O. CEILING HEADER C+ TTL7��1 TRACK ® ® BOTTOM SILL TRACK 09i TOM TRACK ADAPTER 6063-T5 ALLOY SILL/HEAD Tl L[i liK 6063-T5 ALLOY 06J-T6 ALLOY 6 ALLOY 6063-T6 ALLOY 50°•A 2696' n t2 .ono• COMPONENT a ° t1 t2 S oa3• ow S .aaa• u 13 2' 5"MAX. 0.125 0.125" 081— g^ © 2" A" IdAX. 0.25" 0.25' 0� Q 1" 2" MAX. 0.062" 0.062" g 4H8'� �I ALT. BOTTOM TRACK ADAPTER Q BOTTOM RAIN GUARD � J ALUMINUM ANGLES 14 RAIN HOOD 6063-T6 ALLOY 606J-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY r.rsD• ,,O.DMPONEN TS 9 $ 1 ° �',.• .,•�" FLORIDA BUILDING CODE (High Non High Velocity Hurricane Zone) a42 F '• 02017 mn¢co INC. of"N 9r: ns•. �, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Y.L. © VB"O-16 ACETAL FOLDING SHUTTER CORP. °'�°"' LOCKING TUBES '°°°' 1 L E C O 1 N c• OATE THUMBSCREWS 9 '. T WT TE5TIN0 a ENGINEERING COMPANY 70ee HDASRiEEf PAGE FOR & (5� AT CENTERPIECE �9 CORNER POST ,�O4 n�1� YVESr PAW BF,CH.R J3413 606E-T6 ALLOY 606E-76 ALLOY pR(pAA•,:• t,„1°',al-1DJ0 r°' h°i1a„-,ul w+:te°o-a4s-fiat 17 •"���•. ( r .p°�1 a:maccoccLcom �nr.idC ganuHm.com ORAWG Na �t+�' � �4f--r�� — 11-0006719 MIN. 28 112"LONG = �Al 9 '4tt?R wFLO a TlLlrr Jr.P.E. nn 7® �/bATE fIDRIDA lie.B 44167 a,po/n m ou[ SHEEr T Of 13 i ZOO se ROWS OFA ttriAAnce To ATEwEA p HOLES Epps FA SPACED ITN BOTH�T DIRECTIONS. - 7 2-C IN EACH SIDE TABLE 1: SOURCES FOR®&©1OF W/NDOIY(SEETABLf))k KSLAT'SNUCKLE �SLAT'S AO STANDOP770ts KNUCKLES 11P'GL PROPERTIES RFAERE]YCE S4&C LICtlYA7N£ WIM14L/SCLfNC£ PLAS77C �P) (7YP) LLCANKROLON Jl LEAN Hp RM14 PENSICAI VIEWING SPECIFIC GRAINY ASTII D792 0.043 ID/iri 0.043 lbrn WINDOWYnAr Fovn TENSILE YIELD STRENGTH ASTM D638 9,400 p.aT. 9.500 Ps.l. FLEXURAL STRENGTH AT YIELD ASTId D79012.500 p.s.L. 13,400 p.s?. FLEXURAL MODULUS ASTM 0790- 340.000 p.s.l. 345.000 p.a.N. �O L� (U AO SNAP-IN END IMPACT• C 3 1.000" 2 ^ ®CUP TOP/80TTOM NOTCHED IZOD ASTM 0256 18 Fr-Ib/in 17 FT-Ib/in g� Ida. � � � OF WINDOW(SEE TABLE 2) FIRE B IN- AReGTFAISnC9• 3 72 H2 RATE�IRNASIA OFE BURNING ASTM D635 C1 CLASS C`1 CLASS ' AA SELF IGNITION ASTM D7929 1040'F 980'F y SLAT WINDOW SLAT WINDOW 0.060'THICK lYF6i71EHI8G: ASTLI G155 Wy U 2 U POLYCARBONATE VIEWING TENSILE STRENGTH AFTER WEATHERING ASTM 0638 9302 pa.i- 8840..p.a.i. W h WINDOW(SEE TABLE 1) 2 = NOTES. TENSILE STRESS BEFORE WEATHERING ASTM 0638 8461 p-j. 8880 P..J. 1 MAX. �LZy -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED h LG o A MINIMUM OF 24'APART, W/7H 12'MIN.FROM N W ENDS OF SLAT TOP&80TTOAI. ' m - SLAT MUST NEVER Bf INSTALLED ADIACENT TABLE 2. SOURCES FOR dur tnTrasv_J TO LNTERPI£CES®OR©, NOR AT CORNERS OF PRODUCT. COMPANY �O� EoT- IYPlGV PROPFXIES AMSTER TOOL S7AN°1RD M o°o ON PART ® SLAT WINDOW DETAIL �'`£ BLACK Q 000 (£LEVA7I0N) PHYSICAL: f 205}94,/B SLATS 000O SLATS / 20 SPECIFIC GRAB ASTU D792 0.042 N KNUCK O00 KNUCKLE NEIVING NECHANICA (rrP) O0 (TYP) WINDOW TENSILE YIELD STRENGTH ASTM DBm 11.500 p.s.i. 000 (J)ROWS.OF L�+'J J'TD b o.DeO'---���'''��� p.O� FLEXURAL STRENGTH AT000 YIELD ASfu D790 13,000 pp.ei.s?. �O EA SPACED II 1 1�¢JJrr,1 FLEXURAL LdoCULUS ASTM D790 450,0D0 IIdPACf. 1 T-T 1N/BOTH o b�• NOTCHED IZOD ASTM D256 0.6 FF-Ib/in T06UT6 RO,d 1HERM I PROP RmEB - EDP DIRECTIONS. --- °�30• DadO• COEFFICIENT OF THERMAL EXPANSION ASPJ 0696 5.5 x 10 in/in-'F 21 Z—CLIP 22 SNAP—IN END CLIP M�WNC ITENPERATURE ASTM 03418 500?F TO SE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WDVDOW ELEVATION LAVER LARGE A4WILL'.MAY INCLUDE PERFOR477ONS AS PER THIS DETAIL TYPICAL n SLAT WINDOW DETAILS -MAX.(2)WIDOWS MAY BE JN ONE SLAT SPACED /�J/\�\ MIN,24'APART(MAX.EVERY 10 SLATS). Wf LTV/ VIEWING WINDOW & 21 2 CLIPS TYPICAL ALTERNATE PERFORATED Y (SMALL MISSILE / PT `'r WSLAT WINDOW ELEVATION(LARGE MISSILE /MPAC `,,�111T���C NS _� FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) T� ' NO.44167 ®eon nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Diww ar' M.L. ' �p`s— �' C FOLDING SHUTTER CORP. 07`20/17 DATE •V I,S TLWT TESTING k ENGINEERING COMPANY 7032 HELESTREET PLACE ;S Ns!Mom.XN.SL sd.]m.HV I.GN�Ott�;M1 S1Im WEST PAW BEACH.FL 33413 fS+' (/H .. ��V I (uam,-,ado. (wp„-Itl, PH:IDOD-60-5371 1 7-082 Al•� • R:taneo0ad.cpm rrA./dSu,pebatl4n.e4m DRAWING No "_ ' EB-0006719 _ SYALIER A RLL1r Jr.Ps- P17SEAL/SIGNATURE/GATE FLORIDA lie.0 44157 Pm m lu,[ SHEET J OF 13 1 2 3 4 4A 5 6 7 A B 6 Or ®r ®+ 13 1 A 4 2orO1V/ 13 ,16 , 17DR 19 4 OR 51 � (2) w W N USE(2) AT 30" 15 ♦ ♦ NOTES ON I[3�'& LOCKING TUBES Q81 AT®& SO• N O.C. FOR SPANS n 2� a? UP TO 99" 1. TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED g o AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) 5l FOR LARGER w I USE (3) 1 AT 30'O.C. o FOR SPANS LARGER SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT 7 MAY BE U INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ZrENTERPIECES N THAN 99•UP TO 144" ®OR SO, LOCATION OF ®SHALL BE AS SHOWN ON TYPICAL ELEVATION. W .WN.. o 2. (2) LOCKING TUBES fi•SHALL.ALWAYS BE USED TOP & BOTTOM AT N 1 PRODUCTS CENTERPIECES 4 OR Q5 AT ALL INSTALLATIONS. LOCKING TUBES * t3)SHALL BE SECURED W�LEVERS AS SHOWN ON SHEET 9. 18 s OR (2 1 t ' i� T SEE.LIMITATIONS FOR.®ON SHEET 2 1 I► i SEE.END CONNECTION DETAILSON SHEET 9 TYP. FULL HEIGHT. ^ CON RETE, CONCRETE BLOCK OR FOR , O O+ 13 , O+ 16 WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION N. T. S. 4, NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. iniioo SEE SECTIONS 4 THRU 6 ON SHEET 6. alrr�r SEE SECTIONS 7, 7A & 7B ON SHEET 7. 11>r.DER A. SEE SECTIONS 1W & 2W ON SHEET 10. 111 Q� ,.•••., �f��;, SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. 10ti�_ f,EN''•. SEE SECTIONS 7AW, 78W, BW & 14W`ON SHEET 12. •� S' ''• •"' FLORIDA.BUILDING CODE (High & Non High Velocity Huuicane Zone) N0.44167 m zon nLTEcO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM BRABN BY-. Y.L 'O FOLDING SHUTTER 07/20/17 / IL ECOIN�. CORP. BATE 9p'•, 'Ly�1�1• TILUT TESTING&ENGINEERING COMPANY 7099 HEMMREET PLACE • (( `v•• ssss xn.xm.s1,su,ws,vnaNA wual;n u,se wEST PAUI BrAcH.FL 33117 Pw 1600-643-e371 17-082 s I�NAL�N6�', illecaao"I.cmn ..w.rcdnpanuue a.com DRAWING Na EB-0006719 _ WALTER A MLUT Jr.P.E. •^P.E'Slai/bl(BIA111RE/OFTE FLOFJDA J..S 44167 m/m/,r a[+ SHEEP 1 OF 13 POURED CONCRETE , OR CONCRETE BLOC WALL REQUIRED. CONNECTION OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL REOU[RED. �TRIM 0 0.060"THICK S.S. OPTIONAL RAIN HOOD (NON-STRUCTURAL) (DECORATIVE HEAD) SEE SHEET 13 (NON-STRUCTURAL) i / ( ) ROLLER HOUSING ' ( '•) $ 1.000•i 2.5C0•MIN. / (2)NYLON T— — -' OPTIONAL • /���i' ROVERS �1 -- a CONNECRON C2RAJN HOOD O.B55•P kil �� (SEE SHEET IS) / {{ v I (NON-STRUCTURAL) / I I I 110�,3"S.S.S.M.S.W/ O.J7S'LONG NYLON 3/16•ALUM. / 3/I6•ALUM.POP RIVETS. I 13 BUSHING W/A 0.150' CONT. POP RIVETS, O IB'O.C. I 0.163.0.270• O 1B•O.C. TOP SECTION 0.50D' O.D.0.0.AND 0.245•iA.M I x0.030' ! 1/4"p RW B'JLLDIX II 0227'LONG BOTTOM ULTRAFAS / TAPCON W/ADVANCED SECTION 0.320'0.0,AND NFATHER I MIN.SEPARATION THREACFORM TECHNOLOGY 0.245'i.e. STRIP NO FA POURED CONCRETE TO GLASS OR 1/4'0 EL1 (TYP.) SIDE(TIP.) OR CONCRETE BLOCK -(SEE SCHEDULE Or � CONSTRUC1101r PROIXICTS I 1/4.0 e 1'TEK 1 Or WALL REQUIRED. N SHEET 13) W CRETE-FLEX V!/1 3/<' I VS.u OR I/NuT Ial' -S/16•ALUM. 8 I �'t h lLN.DIEWMFJIT O 6.O.0 S.S.MS 0 4 NUT h PoP RIVETS. t �x � � I WASHER o 4'D.C. a le'D.C. POURED CONCREIE I I w I �'t OR CONCRETE BLOCK I MIN.SEPARATION WALL REOWREO. I ^TO GLASS or Of 1 �J ' (SEE SCHEDULE ; t 13 T �� ON SHEET 13) (1 z / i MIN SEPARATION TO ,1 rn POURED CONCRETE / 4 (SEE SCHEDULE OR CONCPLTE BLOCK Yi WALL REQUIRED. I I ON SHEET 13) �HNEM�C2 Il 1 or ] a (SEE SHEET 13) j I 1/4'o.a 1'TEK T SCREW OR 1/40-20"e1' S.S.MS WITH NUT At •3 \ $ I WASHER O 4"O.C. j (10e3'S.S.S.M.S.YI/1/YO\ j n TAPCCN W/AINa'•Cm n j 1'LONG NYLON BUSHINGS THREADFCRM TECHNOLOGY Z. CONNECTION (Typ.BOTTOM),AND 3/4• (SEE SHEET 13) LONG(lyp.70P).EXCEPT AT WALL FACE MOUNTING INSTALLATION coNSDtu_ON Pa00l1CTs I 13 ROLLER HOUSNG(TYP.) SECTION 2 C -� W/1 3/4• I (2•a4•MAX.) ` ... wREIEN.FMSECMENT C 6'D.C. I �] WALL FACE MOUNTING INSTALLATION `W50 x OR SECTION 1 1/2' SPACING AH " i SPACING GROUTED BLOCK REQUIRED 1.000 i 2.500 MIN. O 0 (MIN.I'-2.k,i GROUT)OR POURED CONCRETE MIN. ED� EIISTLNG NON STRUCTURAL WALL TRIM(DECORATIVE.SILL) 0 O O 6 ANCHORS, SPACNG STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FO 6 1 A,,c,T,��.�L•.,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,a's,P��R'„• t/����� MAX. A.S.D. DESIGN PRESSURE SECTION +BS.D, -90.0 PSF & CONCRETE BLOCK �cEN . Y •`� �' S(r '• '� `; FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. Q 4f�`7 •S ®zOn TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORA6r BY, 1 ^ tl.L NOTE FOR COMRINATION OF SECTIONS: * E.D. = EDGE DISTANCE r^ 07/2o/n 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �p ' C C O�Nc. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. R^•'•• /•�( �11�, TILLR TESTING k ENGINEERING COMPANY 7089 HEMSIREET PUCE s ' „ ,.•• Wv p W.xu.St.Sb.AO]vrc u cweD+s,tt m... WEST PAW BEACH.FL 33413 1 7-082 (0]m)T (wop>I-19I Prl:1600-643-6371 s AL E�6'III - J:tblecoC<ol.com rew./oUd ph,,tt om DRAWING N. EB-ODO6719 1 SEE LIMITATIONS FOR©ON SHEET 2 'ALTER a Tlwr Ar.P.E. w< mu na P.E.SEAL/SiQ1ATURE/GATE FLORIDA U..g 44167 mRo/n v SHEET 5 Of 13 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. POURED CONCRETE OR ROLLER HOUSING I MIN.SEPARATION IN.SEPARATION CONCRETE BLOCK WALL 1 TO 0./55 REQUIRED 1 1fy.� TO CLASS E0. EQ. OPTIONAL RAIN HOOD t`(ON SNEETEE 0713) ] Of !' (SEES SCHEDULE Ef 13 ] Of CONMEH�C4 (NON-STRUCTURAL) ; a j ) /IOx3'S.S.S.N.S.W/1/2.0 ALTERNATE 3/16-ALUM. t ALTERNATE 3/16'AWN. x3/4'LONG NYLON BUSHINGS POP RIVETS O 5'O.C. POP RIVETS O 5"O.C. t •TIN _�(TYP•TOP)EXCEPT 1'LONG(Typ. AT REAR, A7 REAR. BOTTOM),EXCEPT AT,ROLLER I HOUSING(TYP.) ' u _ _ i (RLLERSN g w 3.655*0(TYP) 9 E0.E. I � O 3/16'ALUM.POP RIVETS' � ,�a 3/16'ALUM.POP RIVETS TERNATE O 10"O.C.BOTH SIDES I O 10'O.C.BOTH SIDES LEG&ANCHO 3/16'ALUM:POP - ORIENTATION 8 RIVETS O 18'O.C. EQ. EQ. d10 x J'S.S S.N.S.W/ I 0.373'LONG NYLON CONT.0.163x BUSHING W/A 0.150' LONG TOP SECTION 0.500' MIN.SEPARATION 0.270'x0.030, o MIN.3/4"PLYWOOD 0.0.AND 0.245'I.d,AN." TO GLASS uLTRAFAB c REQUIRED / 1/2•MIN. MIN.J/4'PLWl000 WEATHER REQUIRED C 123"LONG BOTTOM ON SCHEDULE STRIPPING EA too, 1/4'o TAPWNS OR_ g SECTION D.320'O.D.AND ON SMELT 1}) CRETE-FLEX 0.245"d. SIDE(TYP.) n?i T o o ANCHORS 6'O.C. I i/4'THRU'BOLT W/ �/ WASHER SIDE. E.Hur f� lD'D.C. (TMP) -�-�/ u 1/4'THRU BOLT W/ c EACH SIDE. V POURED CONCRETE OR WASHER h NUT O 5'O.C. / 1/4'0 TAPCONS OR o CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL E 1 1 o/' REQUIRED 2'x4-OR 2'x5'x1/8' POURED CONCRETE OR� 5's3'xl/8'6063-T6 CONT. ALTERNATE 3/16'ALUM. I T 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIVETS,O 5"O.C. � AN6LE. REQUIRED AT REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION Y ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 AS.D. DESIGN PRESSURE RATING= +66.0• -66.0 PSF LI I MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF i n 9 n 3/16'ALUM.POP RUM O MIN SEPARATION •�, // 10'O.C.BOTH SIDES TO GLASS j O �_-(SEE SCHEDULE c ON SHEET 13 �o A ANCHOR ALTERNATE LEG ] Of CONNECTION C3 j E0. E0. ' ORIENTATION T `w (SEE SHEL7 A ALTERNATE LEG o / &'ANCHOR ORIENTATION 1/4'o x 3/4'TEKS SCREW W/ POURED CONCRETE OR� 5/8'WASHER OR 1/4"x 3/4' ) CONCRETE BLOCK WALLBOLTS W/NUTS k 5/8-WASHER O ci 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION CONNECTION 04 a <� SECTION 4 I (SEE SHEET 13) N / EQ. EQ. 1/4'0 x 3/4'TEKS SCREW POURED CONCRETE OR�� OR 1/4'x 3/4'-BOLTS W/NUTS CONCRETE BLOCK WALL / h 5/8"WASHER O 6'O,C: INSTALLATIONS DETAILS INTO CONCRETE REQUIRED r A I,;T, & CONCRETE BLOCK_ BUILD ��� MOUNTING INSTALLATION SCALE N.T.S. �AAL �,•� 4A BO FLORIDA BUILDING CODE (High & Non.High Velocity Hurricane Zone) Ilk 4 167 ®zD17 nLreco INC. NOTE FOR COMBINATIONTITAN II FOLDING IMPACT PROTECTIVE SYSTEM D�BY. OF TIONS: * E.D. = EDGE DISTANCE ru` M.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. p T, �a -IiL E C Q me FOLDING SHUTTER CORP.- DATE TILUT TESTING&ENGINEERING COMPANY 7089 HEMSTREET PLACE •�R `r WSe HP.]Cm.11 �,HRC.w4 GrFDEN4 IL MI. WEST PALL1 BEACH,FL 33413 t SEE LIMITATIONS FOR ON SHEET 2 _ S•••'••••. Fh.:(xsoamn-+, :(s9sbn-Issl RI:IEWO-643 W71 1 7-082 ® / s�♦ cc•�\`ILII ®-U00060aBol.com nw.folGNgaAUHon.com DRAtlING No OlV Ai�••C� WALTLR A TILLR 41.P.E. P.E:SEV:/ ATU SICNRE/DATE FLORIDA Uc.j 44,67 aA+w+. m/zo/n m SHEET 6'-0F 13 GIN.E.D.- EQ. 0. POURED CONCRETE coloaCT10N C5 REQUIRED (SEE SHEET 13) 0.060,THICK S.S. ROLLER HOUSING OPTIONAL RAIN H000 (NON-STRUCTURAL) (2)NYLONVC%I 810x3'S.S.S.M.S.W/ 1/2'0 LLERS"O.B55'0(TYP.) 3/4'LONG NYLON BUSHINGS (T7P•TOP)AND 1'LONG(Typ. 8BOTTOM),EXCEPT AT ROLLER HOUSNG(TYP.) 810 x 3'S.S.S.M.S.W/0.373'LONG NYLON BUSHING W/A 0.150'LONG,TOP SECTION 0.503'O.D.AND 0.245'i.d.ANDT.0.163'x0.270'xO.030' 0.223'LONG BOTTOM ' AFAB WEATHERSECTION 0.320'O.D..ANDIPPING EA.SIDE(TYP.) 0.�<IYP.).d. I I 1 or I 1 t 'N MN. cuss GN t� 8 Q7 N (SEE SCHEDULE E } LAN.5 PARATION I w ON SHEET 13) E w Ir TO GLASS I (SEE SCHEDULE I ) or I ON SHEET 13) t p' MIN.SEPARATION 1/4'0 x 1'TEK SCREW OR TO GLASS OPTIONAL PAIN GUARD t/4o-2D'x1'S.S.MS WRN (SEE SCHEDULE \�� H I (NON-STRUCTURAL) i NUT'k WASHER O 4'O.C. ON SHEET 13) v p ALTERNATE 3/16'ALUM. 7 t, lef POP RIVETS O 5'O.C: I OPRONAL RAIN GUARD AT REAR. (NON-STRUCTURAL) sz 9 ALTERNATE LEG n ALTERNATE 3/I 5'ALUM. nz LOCATION WITH POP O 5'O.C. GO 3/16'ALUM.POP RIVETS ANCHOR a7 8 O 10'O.C.BOTH SIDES J� (SEE SHEET 13) rmn 0 16'ALUM.POP SIDES O 10'D.C.BOTH SIEES prw/Fol ED. EQ. APPU EDGE OCABLE EGGE OF SLAB IF / POURED CONCRETE SLAB IF / REWIRED SEESHEET 11_3 APPLICABLE POURED CONCRETE •MIN.E.D.- REOUIR ONCflETEEL.- REQUIRED. CONNECTION CS •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 BbaC;ff",:1 SCALE: N.T.S. AAAI Q� ....••,C�T�'y i ; fLORIDA BUILDING,CODE (High & Non High Velocity Hurricane Zone) NOTE FOR coMBINaTION OF SEGT1oN5: 1k �Q,44167 ' ? m2on nLrEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRAL E.D `. - EDGE DISTANCE ��` 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13), I C�+ FOLDING SHUTTER CORP. o7yzon7 IN ANY WAY TO SUIT ANY INSTALLATION. w ST y�' ` IL E C O INC. BATE ••• .•(`/ TILLY TESTING Q ENGINEERING COMPANY 7089 HLISTREET PLACE •`••�CO �V l353 Rr.301x:51..Sb.JW Nr avu fA®%I;R 1Tlaa WEST PALM BEACH.A.33413 A` o�. cwsm -,w. :(��ul,-+u, I41:1BD0-643-6371 17-0$2 t SEE LIMITATIONS FOR®ON SHEET 2 fsA•' •• G 11M •- a:6N..oa.ol.cam ....rolaingww•n.cam DRAWING No EB-0005719 oavnm un r WALTER A TILUT Jr.P.E. ...Ey A'E"'1NATURE/GATE FLOROA Ue.#44167 ai0,o-oH m/ao/n SHEET 7 OF 13 POURED CONCRETE W 080=CONCRETE BLOO+WALL RMURED S 14VL B SPAY NBE PER SCNEWLE (A cmn(PP.)(SEE SCHEDULE) X x EFOULE) r / - TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS AT'I D.c LONQNO�uLLT. o 0 0 -J 5-0-0-1 MAXIMUM SPAN LENGTH EA. END PER END OF TUBE sore' PM scNmuu: TUBE PRODUCT 0 0 0 Q o Q SIZE SPA) TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 7/a' O 6' .. roc sLREw ,/z•m TUBE TUBE TUBE Oc / 3'.4•4<3',3•n /L 3•.a• 3•.T or 60" 106.0" 13 8 ',2•,1/a•,U M 7',2•,1/t•,LFNOM ac TG A s.AW / E067-76 ALUY./HUE 2"x4"x 1/8" 96 85.0" 17 10 / (SEE SCHMAE) AncLE / I 144" 69.0" 13 8 �By crN(T1'P.) 1 80" 117.0" 17 10 / 6]1523-A6/2]•aU1'QR:wAGNi NU S awt 91 o a arr 2"x4"x1/4" 96" 110.0" 21 12 (SEE SCiLE) EHM E0. SPm 6EN 144" 91.0" 21 12 TYPICAL ELEVATION (TUBE AT TOP) 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION s�".N.,s. 2"x5"x1/8" 96" 100.0" 21 12 SECTION X 144" 81.0" 17 10 xNE x.s RAz SPAN TvSE LLr. a NPL 80" 124.0" 21 12 ED...O,v.) •^wD 1n-^P 2"x6"x1/8" 96" 114.0" 21 12 rt 144" 93.0" 21 12 71a•m Y,3 °` • • , , *VAUD ALSO FOR MIOHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE NCIN-16 ALVY.ANUS -,Vax LLrfcrN SHUTTERS HEIGHT ABOVE k BELOW DOES N07 EXCEED THE MAX. PRODUCT SPAN (sEE SCREDU:E) 10 ra.M AYGIE SHOWN ON TABLE 1. (SEE sa uLL) Y / Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) � •� MAXIMUM \\ ,/a•°.7/a•roc scREN 0 0 0 / o ON TUBE' PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS \ o a•o.c - - SIZE SPAN SPAN LENGTH EA END PER END OF TUBE ---- `Y,a- 3'. ur 5PAN WK PER SCHEWIE - ------- --------- fiD67-r6 Aurn (�s1Eow�.ureE 60" 76.0" 13 12 (6)+/P a 7/a'ray SCREW a•,6N,sPAC01c 8 SPAN RISE PER SCNCDULE 2"x4"x1/B" 96" 60.0" 17 15 6.000•urx. AT Y O.m LONGNOMALLr, eETWEEu Ancna.Rs MP.) 144" 48.0" 13 12 on POURED CONCRETE (SEE aCNDUIE) wLnEoALL RCOENCRETE aaRm (umHofts(TP.)Is0Ers ED'mfl TYPICAL ELEVATION (TUBE AT BOTTOM) 80" 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION s / 79.0" 21 18 2"x4'x1 4" 96" SECTION Y (e),/a•.3/v ras saa<�'r suaE .+/r En. aPAY IUBE 1nfGT„ 144" 65.0" 21 18 AT 2'O.C.LC1NG tIALLY. 310 x 3',Y.3%2'x,/: OYPd PERmc. �/2•,fl. 80" 77.0" 17 15 LFNGTN 6061-r6 ALUN.NIUE (3)RGN OF,/a-° ��scNE°+ ) I 2"x5"x1/8" ,96" 70.0" 21 18 TAPOWs ANCNCAfs (TYP.)(SCE SC WIE) T 144" 57.0" 17 15 / 88.0" 21 18 a1 x6/ a tl 2" "xt/8" 96 81.0" 21 18 Z / / Z fare 144" 66.0' 21 18 +3 / 0 0 0 / o�bh INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE /''°''!`'TEK SCREY - ------------ r OR GROUTED CONCRETE BLOCK WALL .a.000'wx. T3 a'D.c f 0 O O O O O (sEE scNWIEI - -------- SCALE:N.T.S. SPAY TUBE FM s.EO E 5G n aCN-Ta ALLrn. O O O / O O O IJ'/AJ'f'E�En sCnF.0 L 6 111 AA IIA%.A.S.D. DESIGN PRESSURE RATING t72.0 PSF ,• DER A. ,ENOfN 6067-r6 / � f5 FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) ar , LEE�M"� / NO• AA467 02017 TILTECO ING. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Dfurm BY: 7 9°i 1 U tl.L 20/17 PWRED CONCRETE a1 .' FOLDING SHUTTER CORP. °'ATE OR CONCRETE PE-9 WD -, E 0 I M C. DATE SLOCI(WNL REOUNEO ]'.a•or]',3'ar J1Y.,/a' O'' (`Q. i� TIWT TESTING @ ENGINEERING COMPANY 7W8 HF?1S�flEET PLACE (0),/a'.]/a'TExS SCREW ILNOIN 6063-1a ALUY.ANGLE ''•. V tAJ NSW..3cU.5f.,sY.SCS,va�rdA4w, W+ WEST PAW BEACH.it 33413 TYPICAL ELEVATION (TUBE AT MIDHEIGHTI .•ORI p;:' �4 ,5 �063:a°,-+an.Pm,(.�yf,-,�, PH:1800-6a3-W71 17-082 AT 2'O.C.LO:x:TNDYPIEY. (SCE SCNEIXILQ 1'C, sGU: ,s =.{7 f1 '••.•• �� T+ a-m 0:Ulfecoo°W.com -fgSnr-huU-m DRA.NG No SPAN TUBE MOUNTING INSTALLATION / c Ca ��E QmLUT J P.E „n $EC��ZON Z T SEE UTARATIONS FOR®ON SHEET 2 ''v.E._;_- Styy4M2E/DATE RORIDA UT B st1a7 oola°m •r N SHEET 8 OF 13 1/4"P x,3/4" YIN.E.D. TAPCONS/CREPE-FLEX y (SEE SHEET //-EXSTTNG GLASS y ANCHORS 9 le"O.C. 13) j� EXISTING STRUCTURE YN.ED. 6uuuy���STRUCTURE (SEE SHEET 13) EXISTING '� Y S u 5.756'(TYPJ / STRUCTURE ]/B"e 7HRFADEO HO 9f20 *; 3/I6'POP RIVETS OR O CENTERPIECE FORS 18,D.C.3/4'7EK5 O (TYP.) ANCHORS 0 10'OC \ 15 1 1 / / PCP RNE75 3 1 {. or 1 or 1 - or g 1 t .. TD6 +a 18'D.C. 1 WALL FACE or 1A 1 END CONDITION W 90.0• 90.0, /� \ / 8 WN 3/,6-POP TENS OR 4 SHQ , (LEVERS INTERIOR OR 5 B. O.C. —� OR E%IERiOR) (2) 5 0 3D•O.C.O EXTERIOR "°E') c2)pG 3D D.G.o UJOSPAII1OR VP TO 99' UIDSPAN FOR UP TO 99' SPAN h(3) F R UP SPAn h(3) 5 O 30' p / u O.T O YIDSP FOR UP °TO 144D5PA1+ 3 HORIZONTAL HORqONTAL SECTION BE 20 '�W,�;SPAN� e SCRINTERIOR B; "lopi NEB INTEND �7/16'POP RIVETS INTERIOR OR EXTERIOR) y (LEVERS DITERIOR) \ CR aaEROR) I I oR 61/4.3/r 1 �c MAY VARY AT Lar SUIT AT TRAPPm INSULLAnoN5 2',a'„/e•cow. /�^G, o 6063-i6 ALLOT ANGLE I AT I1 OR1 J I TEI(S O 1B'D.G. SHOWN � v ,V TAPCON/CREPE. EX TAPCON/CREPE-rLEx \ SHO T SEF UMRATIONS FOR 1O ON SHEET 2 a+woGS 04 I9'o.c.To AN 0 18'0.c.To \ 3 / EfOSTNG STRUCTURE EXISTURG SIRUCNRE EXISTING STRUC URE BUILD-OUT 1/2 212,+/a CONT. LEO. iEND CONDITION YIN• E06l-16 ALOT A+0.E E0. �, 3/I6"POP RIVETS OR 1/4'.3/4'TEKS OR EXISTING STRUCTURE 1/4•,3/4'BOLTS Y+/ END LOCK ANGLE NUTS O 12'D.C. END LOCK ANGLE NOTE 1 HORIZONTAL SECTON HORIZONTAL SECTION 2".2•.1/0-WO-T6 1/4'a 3/4"TEK ONE LOCKING TUBE, PART #118, SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR W.ALUNINUY SENT ANGLE / SCREWS ATTACHED TO ONE 1 (2) 0 30'O.C.0 cQ+lERP1-1 O 6.O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE �. A YIOSPAN TOR To 99' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 'PAN-(]) M. 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED 0.c.o u.-Am uP / TO 144•SPAN(THUMB INTO IT WITH A 0.120" 0.d., HOLLOW PIN. THE BOTTOM 1,100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE INSTALLED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXTERIOR) G OF THE TIP A SQUARE, 0.4�75�1"x0.475"xO.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR(5� ALUMINUM LOCKING TUBE.(J, A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE H,� 18 SH0 (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366"xO.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE'TOP OF THE ALUMINUM LOCKING TUBE Ci. THE TOP OF THE PIECE MUST INCLUDE A 0.684" ✓O (LEVERS URERIOR 7• l DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. OF EXTERIOR) 500• `,Tri' SOLID THERMOPLASTIC TIP INSTALLED AT 181 SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVE S IMMOR 4 OR(a) OR EXTERIOR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL :+•.(��A• TI1/'= HORIZONTAL SECTGN P� . �T✓�: FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) �4Y` - ®20n nL'Eco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAYTL BY: END INSTALLATION DETAILS INTO CONCRETE, ` N0.4416' _ FOLDING SHUTTER CORP. °'ATE CONCRETE BLOCK & WOOD (AS APPLICABLE ; IL E c o,INC. DATE •' 7 S .LJ( I LUT TESTING @ ENGINEERING COMPANY 7068 NPISIREET PLACE • EJSS NSF.]CN. SN.]ei v.Crw fMOD15,n S31ae WEST PALM BEACH,FL 33413 O •. ,� 1�I t> . _,.30. ,t393 n,-,», PH:IBUG-643-5 371 17-082 •.<ORIDQ: � .-nc9:Ult.coG..L— —f d.g.k,U.r..eore DRAWING N.EB-000671g••If1�u• ^� WALTER A'RIIT Jr.P.E. mrz WIG FLORIDA Lie,,44167 m/v/n m SHEET 9 OF 13 rALUMINUM AvcLE J// BURD-0Uf NO.S PER SECTION 4'XEE7 6 A to I (2)3/16"POP RNEIS,2. ,1 ALUMINUM A GIF µLEG OF 2•a 2' ANGLE LEG MAY FACC, AWAY FROM OPENING (AS SHO'NN)OR TOWARDS c OPENING.NO ANCHORS REQUIRED To HOST z 1 3 STRUCTURE n 3 ' BUILD-OUT A,OUVNT-- PER SECTION.4.SHEET 6 �(2)3/16'POP RNETS, EACH LEC OF 2".2" PNCLE HQIE:SIMANR AT HEAD PLAN VIEW A-A ALTERNATE LONE -EXTERIOR ELEVATION AND SILL ILAD BOTH SIDES -- R BOOT FOR ONE-� OR 6oTX ANcl�s �y��� OF PRODUCT I1 `- 01 OPTIONAL SIDE ANGLE (2)/1/4'V.8 J OP I 1 1 P'x 1 1 1 .0'-2- ( ) TENS OR 3/I6'POP / /2• /8 FOR SECTION 4,$MEET 6 RIVETS PER ANGLE TO NIN.A-UMINUM ANGLE$TOP @ TUBE �B07TOM OR TO WALL(2.REQUIRED) (2)1/4-C TAPCCN/- CRETE-FLEX ANCHORS EA ANCLE TO SLAB ® 0 0 1/4'0 a 1 1/4' _ TAPCONS/CRETE-FLEX PIECES NAY BE MT ANCHORS O 18'O.C. olIl 00 �END OR L END !�O' ,YJ� 1/46 x]/4'TF.KS P RNETS OR 3 EXISTING STRUCTURE 3 /2 NIN • - - n W� CORNER POSEDGT I / - ISOMETRIC SLAB Of CONCRETE SLAB MP.AT TOP AND BOTTOM SLABS) END PIECES MAY BE FLAT 19 2 END OR L END TRAPPED END CORNER POST CONDITION W/ FLAT END HORtZONTAL SECTION 1• � FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. i 1 '." p p/ _ m 20I7 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWN Br: M.L. CONCRETE BLOCK & WOOD (ASCONCRETE BLOCK & WOOD APPLICABLE ; ;"a IL E C o ENG. FOLDING SHUTTER CORP. °'DATE" 7 ( TIWT TESTING&ENGINEERING CONPANY 7089 HENSTREEf PUCE •'�j` ra7/(. � '6 6]]S x�.]ru.5M StA]O5.WRaRA cN✓D'N4 it]]189 WEST PAW BEACH.FL 33413 ;r- /-••,_;c<:'•,y�• ,o]a]m;)-,�]4.ad:Uaaaa-,v, 1600-643-6371 17-082 EB�IG67191.cOm .f.W1gaMutteraOmP BRAVING N. WALTER AGO WT J,P.E. P.E:SEAL/WIATURE/DATE FLORIDA LI'.B 44167 m/so/n SHEET 14 OF 13 WALL FINISH \ I OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FINISH -0.080•THICK S.S. /10xJ•S5.S.M.S.W/1/YP xJ/a' CONNECRON C2 g ROLLER HOUSING LONG NYLON BUSHWGS(Typ.TOP) I ATROLLERNHOUSING BOO;),EXCEPT 0.080•THICK S.S.ROLLER HOUSING i N — I, OPTIONAL RC HOOD (2)NYLO AL ROLLERS I �� �.� (NON-STRUCTURAL) AL) 0.855-0(TYP.) o 21x4•CONT.WOOD 3/16'ALUM.POP HEADER REO'D. 6f0 z 3'S.S.S.N.S.W/ O.J7J'LONG NriON RIVETS.O 18'O.C. BUSHING W/1 0.0. COM. _ COFbVEL•IgN C7 LONG TOP SECTION 0.500' .0.03x0.270' N IF O.O.AND 0.245 i.d.AND ULTRAF" o ' AB 0.223 LONG BO7TOM WEATHER SECEION 0.32' O.D.AND STRIPPING EA .. 0.245''.d. 51pE(TYP.) t I 1 3/16•'ALUM.POP I (TYP.) a� �W I RIVETS,®.18'O.C. NN Z —3 jW Zw MIN.SEPARATION <5 MIN.SEPARATION 2•x4'CONT.WOOD ,n i TO GLASS - HEADER REO'D. ) TO GLASS N (SEE SCHEDULE I T 0! (SEE SCHEDULE I Of ON SHEET 13) t ON SHEET 13) I�t w 2'x4'COM.WOOD I 1 Iv PLATE REO'D. I ^� WALL FACE MOUNTING INSTALLATION w SECTION 2W (TOPS CONNECTION 01 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD �'•� Q, CE•• ,}t/ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR®ON SHEET 2 02017 TILTECO INC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAtIN Br: NO.44167 NOTES: NOTE FOR COMBINATION OF SECTIONS: m/zo/n 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -��,, IL EC O.we. FOLDING SHUTTER CORP. DOTE SE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED � O •� TILLIT TESTING ak ENGINEERING COMPANY 7089 HEMSTREEr PUCE IN ANY WAY TO SUIT ANY INSTALLATION. 0 /�•<L, aw uv.sc,n.s1..sr.Jw,1RG.A Dwov,s.n.Ss,se VI ST.PAW BEACH,FL 33413 .)7_082 PH:1800-643-6371 ((�' .•C\� e- d:N00671 el.com ,m.fcldfngrnunen.wm DRAMING No A.TIL6719 WTERA.TWT"P.E. NATURE/OATE FLORIDAFORI lip B 44187 aD u-oi. m/)4n, m SHEET 10 OF 13 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS.W/NUTS&WAS O 16'O.C. 4'x8'(Min.)EKISTING WOOD BFA4 / RED RED.STRUCTURl�ADEQUACY OF ExISTINC WOOD BEAM TO BE I / CERTIFlED BY REGISTERED t ENGINEER OR ARCHITECT PRIOR / —WALL FlNISH D.OsO'THICK S.S. CONT. SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. ROLLER HOUSING � EO 7 10 i 2'x4'CO . iCOPOJEC110N C4 WOOD HEADER opno" NOTE FOR COMBINATION OF SECTIONS: REO'0. E0. E0. (NON-STR RAIN HOOD 1- MOUNTING SECTIONS CAN BE COMBINED /10x3'S.S.S.M.S.W/1/2'0•x3/4' COHITECIIDN 05 NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. / r�7 3 AND I'LONG(TyP.BOTTOM),E(CEPT / � /I o �UONG AT ROLLER HOUSING(TYP.) 1w �--F OTF$'' OPTIONPL RAIN HOOD t (2)NYLON 1 L o n'� 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO I: O j� (NON-STRUCTURAL) -�_--- - ROLLERS , <� BE HAVE A MIN. SPECIFlC DENSITY OF 0.46 OR EQUAL ' B 3/18'ALUM. 010 x 3"S.S.S.M.S.W/'0.373'LONG NYLON POP Mt�S, ALTERNATE LEG O 1B'O.C. BUSHING YA A .25" LONG TOP SECTION 3/18'ALUM. I LOCATION j 0.500'O.D.AND 0.245'W.AND 0.223'LONG - I CONT. r POP'RIVETS, SEE NOTE BOTTOM SEC710t1 O.S20'O.D.AND 0.245'CO. ( ') CONT. 7 T _ O 7R'O.C. UL STRIPPING EA.SIDE (T�) MIN.SEPA SS I STRIPPING EA SIDE TO GLASS (TYP•) I I 1 Or T (SEE.SCHEOULE 1 a'o ON SHEET 13) T� I MIN.SEPARATION I I i I or T 1 ` MIN.SEPARATION I 9.1 TO GU55 I N i TO GLASS I I a (SEE SCHEDULE I I or h (SEE SCHEWLE ON SHEEP 13) I �w ON.SHEEP 13) 1 or Q� T v T Or 1 ALTERNATE 3015'ALUM k ALTERNATE LEG ' `-' POP RIVETS O 5'O.C. _ LOCATION OPTIONAL RAIN'GUARD ALTERNATE LEG AT REAR. ! r-- 1 r-�T_ I (NON-STRUCTURAL LOCATION T I i - _ (SEE NOTE•) - ). z r ,'(SEE NDTE•) I it ______li II I `_ I l ILIJf I' F`_______��_____r_� II ALTERNATE 3/16'ALUM.� i ii t L+ POP RVETS O 5"O.C. AT REAR. 2'x4'COW.WOOD PIA _ m nz < ` ____________ I o B da' . T J REO'D.7Tq I I I I n 71 8 1 n>! ?(2 ____________ •p •n'g ALUM.POP RWEIS w 10'O.C.BOTH SIDESVOL _ I -13Y/)16'ALUM.POP RIVETS w I O 10'O.C.BOTH SIDES ED., E0. EO ED. { ' 2'x6'MIN.WOOD EO. o DECK REOUIRED i \ $ 2.4"CONT. 1/4'0 x 3/4'TEKS SCREW (NO FINISH ALLOW ,11 I1 W000 PLATE 1 y111 1/4'a x 3/4"TEKS SCREW READ. / �11 tal I 1/ 1/4"x 4'T BOLTS W/NUTS W/5/8"WASHER OR 1 '1 II I I &5/8'WASHER O 6-O.C. CONNECTION w 1/4'x 3/4'BOLTS W/NUTS& I COK ` 5/8'WASHER CA'O.C. { � ' { � 2''MIN.E.D. +-2'MIN.E.D. CONNECTION C3 / ' 1 �� !, II WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW1/'fIC,,_'136TT.OM) SECTION 7W y+ �.' /T✓ FLORIDA BUILDING CODE (High & Non High Velocity Hufflccne Zone) NOTE ► :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TILTErA INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA"BY: o.44167 M.L. INSTALLATIONS DETAILS INTO WOOD * FOLDING SHUTTER CORP. °"�° SCALE : N.T.S. IL E C O INc, DATE TILUT TESTING&ENGINEERING LOMPANT 7085 HEMSTREET PLACE •O'•• / /�• m5 NN.]cN.5c,SW.]m,xACmA G1FLol5.rt J]Ice WEST PALM BEACH,fL'S3NS ,� •• ,<OR� ;•\��y Oo5)en-150. PH:1e06-843-e371 17-082 mad:GllecaOcol.com �vUclrfin0ahullem.com DRAWING No �js � Tl,, o EB-0006718 _ WALTER A TILUT In P.I_ RE/DATE FLORIDA U..f 44167 ailto/Ir xY SHEET I OF 13 .rf' N.SEPARATION 1 7 TO GLASS MIN.SEPARATION Of �1 t W (SEE SCHEDULE c TO GLASS - ON SHEET 13) - 1 (SEE SCHEDULE v�i ON SHEET 13) �w� [ Or OPTIONAL RAIN GUARD I (NON-STRUCNIRAL) ,a 1/4'0x 1•TEK + ALTERNATE 3/16'ALUM.— n a SCREW OR NUT 0•x1'� POP AR. 0 5"O.C. S.S.NS WITHH NUT&I WASHER 0 4.O.C. 7 AT REAR g 3/16"ALUM.POP RIVETS O 10"D.C.BOTH SIDES EDGE OF SLAB —r—_ IF APPLICABLE EDGE OF SLAB ALTERNATE LEG&I r' CONNECTION C7 IF APPLICABLE ANONOfl LOCATION - (SEE NOTE•)—` N' \il 1 2'x6'MIN,WOOD DECK REQUIRED _ - (NO FlNISH ALLOWED) CONNIXTION C8 EDGE OF SLAB IF �� EDGE OF 2' N.E.O. APPLICABLE �- SLAB IF 2•MIN.ED. APPLICABLE' A'� —CO. 1 SEE LIMITATIONS FOR(9ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) 1 MIN.E.D. I'PAIN.E.D.—NOTE FOR COMBINATION OF SECTIONS: 2'x6'MIN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED L (NO FINISH ALLOWED) IN ANY YlAY TO SUIT ANY INSTALLATON. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2•x4'CONT.WOOD TO GLASS NOTES: PLATE REO'D. —\ (SEE SCHEDULE SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ON SHEET 13). � BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 WALL FlIJISH (3)s/1s•o Lac z' or T EO EO 2- SEE SECTIONS 8W & 141V FOR MAX.A.S.D. DESIGN w �\ / N SCREWS tv/2 t/2' 'IN_ MIN.E.D. PRESSURE RATING& SPANS / 1'x 4'x 7 8 PENETRATION AT;2!'ITH / / (27 OF RAFTER/1RUSSES ///``` I 6063-T6 ODNT. $w O� / `� ALUMRNM TUBE j j oI 1/4"x4'(6063-Tfi)FLAT EXISTING 2X WOOD / PLATE Y!/1/4"0 xl"TEK TRUSSES OR RAFTER 2x4'MIN.Y1000 SCREWS 0 B.O.C.IN N AT 24.O.C.MAX. STUDS 0 16'O.C. / Z r BErWEENTRUSSES OR' 1 1/8•x4-(6063-T6)FLAT OD (rS00' 'PLATE W/1/4.0 x1•TEX SCREWS O 4'O.C.IN (2) 1/4"0 TAPCON OR 1/4'0 CREPE-FLEX BETWEEN TRUSSES ANCHORS OR 014 NDS WOOD SCREWS OR 1/4% B EDGE(IF APPLICABLE) NOS LAG SCREWS AT MID..OF FA STUD W/ I nl y ++ W..THREADED PENETRATION INTO WOOD (2)NYLON , 1/4"MAX.PLYWOOD EXISTING SOFFIT STUD ` y, �I �' L S 1/4%x 3/4'TEX I .SCREW OR 1/4'-20 x 3/4• ROLLERS / 110x3•S.S.S.M.S.W/1/2'0 x3/4'LONG ' ' EO.ytEQ.. S-S.BOLTS W/NUTS& 0.8550(TYP.) NYLON BUSHINGS(Typ.TOP)AND I'LONG WASHER 0 6'O.C. (Typ.BOTTOM),EXCEPT AT ROLLER HOUSING 1 >f ` 1 I 1/4'0 x 3/4'TEK SCREW 0 6'O.C. 8100 x 3.6.s.S.M.s.w/ I ("p') MOUNT TO'"WOOD STUDS MOUNTING INSTALLATION 0.373E LONG NYLON BUSHING ECAD.050 I SECTION 14W BOTTOM LONG TOP SECTION .'AND 0.0163•x0.270' ' INSTALLATIONS DE: aLYf•' �-��-::, (BOTTOM). O.D.AND 0.245 OTT AND x0.030" _ n• O.T23'LONG BOTTOM MIN.SEPARATION . ULTRAFAB MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF BE C11ON 0.320'O.D.AND TO GLASS ` WEATHER ' 1 o w INTO WO 0 RI ) tr 0.245•I.O. (SEE SCHEDULE I STRIPPING FA 1 SCALE N.T.S. LENS FLORIDA BUILDING CODE (High & Non High Velocity HuNicane Zone) (TYP-) ON SHEET 13) SIDE(TYP.) or '�1 - 02017 TILTECG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GROH BY: No,44167 M.L •J HEADER TO TRUSS MOUNTING INSTALLATION r IL EC O,wc. FOLDING SHUTTER CORP. °'DATE" •• 'i`'4d TIWT TESTING&ENGINEERING COMPANY To69 HEYSTREET PLACE SECTION 8W (TAP) 'o,( p esla Hw.xu.54 Sb.J0.1.WRmaA 4WOars.rt AJI64 WEPT PAW BEACH.643 F.73413 e1 Rvu:(xsTaT+-14J0.ra.:l]45)'!>+—tUt PH:1EOD-BQ-0.T71 17-082 f`n'•.........• f_ !!! e- ci®Ull.76`ii9.com ..../aafigaiuNen.mm DRAWING No P J wALTER MAX. A.S.D. DESIGN PRESSURE RATING'+60.0, -60.0 PSF U V A.TILLT r. .E. •tee+ MW11 ••P.•. SSGj4a(1RE/GATE FLORIDA U0,y 64167 m,sau mpYn m SWEET 12 OF 11 MAXIMUM WIND PRESSURE (p.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), .ND MAXIMUM RATS SPINS E MAX.AuaWM� THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE AT CONCRETE CONCRETE BLOCK STEEL WOOD PREssuRE PoS,mE NEumE TTOPN CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR (+�-) PRESSLINE PRIJsuRE a eorTm TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK I. IL 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/Fr - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/Fr A B C A C 35 psf 100.0" too" 146 Ib/ft 6 473 LB/Fr - 41&LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 9 417 LB Fr - 388 LB FT - 134 LB FT 144" 144" 210 Ib ft 72 387 LB.FT - 334.LB FT 166 LB Fr 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 418 LB FT - 202 LB FT 60.0' 60" 100 Ib/ft C2 9 456'LB FT - 362 LB Fi 250 LB/Fr 190 L8/FT 318 LB Fr 380 LB Fr 12 375 LB/Fi - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100' 167 Ib/ft C2 9 417 LB FT - 362 LB/FT - 190 LB/FT 144" 144" 240 Ib ft 6 525 LB/Fr - 419 LB/Fr 312 LB/FT 285 LB/Fr 353 LB/Fr 443 LB/fT 6 502 LB/Fr - 419 LB/FT' - 285 LB/Fr 60.0" 60.0" 115 Ib ft 9 1 390 LB/FT - L572 LB/FT 157 LB/F7 134 LB/FT 257 LB/FT 329 LB/FT 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - LB/Fr 236 LB/FT 202 LB/Fi.298 LB/FT 405 LB/Fr 9 372 LB/FT - 309 LB/Fr' - 134 LB/FT 46 psf g7.O g7.0" 187 Ib/ft 3 813 LB/Fr - LB/FT 326 LB FT 304 LB/FT 418 LB/FT 631 LB Fr 6 469 LB/FT - 375 LB/FT - 202 LB/FT / / 3 760 LB/FT - 572 LB/FT - 304 LB/Fr 115.0" 115.0" 221 Ib/ft 9 456 LB/FT - LB/FT 157 LB/FT 134 LB/Fr 256 LB/FT 393 LB/Fi144" 144" 276 Ib ft C4 6 592 LB/FT - LB/FT 236 LB/FT 202 LB/FT 357 LB/Fr 483 LB/Fi9 445 LB/Fi - 37D LB/Fr _ 134 LB/FT 60.0" 60.0" 125 Ib/ft 3 972 LB/FT - LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/Fr - 448 LB/Fr - 202 LB/Fr 89.0" 89.0" 187 Ib ft 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.O" 100.0" 205 Ib/ft 9 281 LB/FT - LB/FT 81 LB/Fr 83 LB/Fr 143 LB/Fr 103 LB/FT 120.0" 120.0" 250 Ib ft C5 6 421 LB/Fr - 334 LB/Fr 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT r 9 226 LB/FT - 224 LB FT - 83 LB/FT ft 144" 140" 30D Ib 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - C 34 LB FT' - 125 LB/FT 60.0" 60.0" 138 Ib ft 1 9 273 LB FT 325 LB/Fr 215 LB Fr - - 138 LB Fr 102 LB FT 3 681 LB/FT - 670 LB/FT - 250 LB/Fr 81.3' 81.0" 187 Ib/ft _ _ 9 221 LB/FT 251 LB/FT 215 LB.FT - C6 6 410 LB/FT 487 LB/Fr 323 LB/FT 207 LB/Fr 153 LB/FT 55 psf 100.o" 100.0" 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB FT 307 LB Fi C6 6 332 LB/FT 378 LB/Fr 323 LB/Fr - - / / O 3 663 LB/Fr 756 LB/Fr 646 FT 120.0" 120.0' 275 Ib fl q 269 LB/FT 301 LB/Fr 183 LB/Fr - - 114 LB/FT 153 LB/FT - - 137" 134" 330 Ib ft 4 232 LB/FT 236 LB/Fr. 183 LB/Fr 60.0' 60.0" 150 Ib/ft C7 3 358 LB/Fr 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/Fr C7 - - 80.0" BO ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psi 100.0" 100.0" 250 Ib/ft 12 491 LB/Fr 596 LB/FT 409 LB/Fr - - 255 LB/FT 168 LB/Fr 12 -388-LB/FT 460 LB/FT 409 LB/FT - - t15.o" tt5. b ft C8 B 736 LB/FT 894 LB/FT 614 LB/Fr - - 397 LB/Fr 252 LB/FT C8 B 582 LB/ 691 LB/FT 614 LB/FT - - 131" 128" 346 Ib/ft 6 982 LB/Fr 1194 LB/FT 819 LB/Fr - - 530 LB/Fr 336 LB/Fr 6 777 LB/Fi 921 LB/FT 819 LB/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 OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0" 60.0" 175 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70_psf 100.0" 100.0" 292 Ib/ft - - SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE' DESCRIPTION CONC:C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL - 121' 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1 2.3 ZONE 4 A '1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" O N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117" 114" 387 Ib ft 5'-1D" 2 1/2" 1" 2 5/8' 80 psf 113' 111" 400 Ib ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3:50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107" 104" 424 Ib ft >5'-101. 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" O N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib/ft 120 psf 87" 82' 484 Ib ft >8.-3" E 1/4" 0 ITW-BUILDEX N/A N/A N/A 1.00" P!/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 F #14 NDS WOOD SCREWS OR N/A N/A O N/A N/A N/A 2.00" N/A 150 psf 69" 66" 483 Ib ft 1pU°0J°°�A''�:."_ 1/4- NOS LAG SCREWS 160 psf 65" 62" 483 Ib ft B AS DEFINED BY ASTM.E-1996 STANDARD. I;:.�P A,71 . A NOTES, + EXCEPT THAT 3 B/8" SHALL BE USED •1:' �C//''�}`- FLORIDA BUILDING CODE (High & Non High Velocity'Hurricane Zone) ` ' L+: MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, 1 F .,- 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAhN BY. GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A. M.L. GIVENMAX.ALLOWABLE PRODUCT SPAN FORA e. FOLDING SHUTTER CORP. 07/20/17 GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. I L E C O INC. DATE TILUT TESTING&ENGINEERING COMPANY 7089 HEMSTREET PLACE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS 'C7 5, )4" ✓ ti I;".a Nr,aun.s4 sv..aia WRaNA wlx1.,n.7.11cs WEST PAW KOCH.rL 33f13 1 7_0$2 EQUAL TO THE MINIMUM DETERMINED PRODUCT '� �. Pwn•:(wfmn:tilt r••:(sulnl-1!]I PH:-1I100-6c3-6371 p * (� 1S a- all:IilLecoOaW.com wrr.folGngehuttem.mm DRAMNO No SPAN BETWEEN "L+'AND'L-". ' pt`•• 0TTi0 f'. ,L EB-0006719 WALTER A T1LU7 J"P.E. S��"' I �,kE ELORIOA Uc. M167 on A-0.• ov/a/n a SHEET 1J OF 13