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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Business &Professio,nal RequIation Florida Depaitmentd SCIS Home l Log In User Registration ; Hot Topics Submit Surcharge i Stats&Facts I Publications FBC Staff ; BCIS Site Map Links t Search Busines Professi I 60-a Product Approval USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail e FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingsh utters,com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz, P.E. GZ Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/t)r app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.odf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: secant Ml7HICti httDs:Hfloridabuildina.ora/ter/nr ann dtl.asnx?naram=wGEVXOwtDov2aBOnHnOOe6r17.--- 7/1/20 1 S s " s h GENERAL NOTES' 1.TITAN It 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 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES RM*AND OUT OF THEM 0*0M. _ 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1J+'0 CRETE-FLEX.AS MANUFACTURED BY ITW/BUGDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS TAG SCREWS. RESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ)&1009(NHWM OF THE ABOVE MENTIONED CCDE, FOR A gASC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT To BE INSTALLED FOR A.DREIGnONALIY 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. 01 ORDER TO VERIFY THE ABOVE CONDITION.ULTOLATE DFSIFIG ITRW LOADS D£TMIED PER ASCE 7-10.SWILL BE FIST 0.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WDOD SCREWS OR REDUCED 70 A.S.D.DESIGN WIND LOADS Or MULTFLYRRi THEM BY 0.6 IN OTHER TO COWARE THESE W/MAX.(ASA,) 1/4'0 NOS.LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C8 THRU C8 Omm PRESSURE PAT*=INwxm ON SHEEP 13. CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON W000 SECTIONS ON SHEETS 10 THRU U.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THBR ANALYSIS.A DURATION FACTOR CD a 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF.1/4:'0 TAPOGN OR 1/4'0 CRETE-FLEX OR 614 NDS WOOD SCREWS OR 1/4'0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SfW1 BE AS SHOWN ON SHEETS 10 7HRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE WAS BEEN VERIFIED N ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1628&1809.13 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALE.,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANUS. (H.ET.1.), 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 CA ABOVE. TAS-202 AND TAS-20.3,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1816& 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 Q&(0 SHALL BE d 10 x 3', 410-NT MINIMUM SERIES W/ 173.6 k9T YIELD -1/4"0 ITR BUILDEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 kst TENSILE STRENGTH.SCREWS SWILL BE COATED WITH XYLAN 5000 SERIES FLWROPOLYMER COATING,AS MANUFACTURED BY WHTFORD Co,BOX 507.WEST CHESI PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMNUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 MINIMUM YIELD STRENGTH D_1) MINIMUM EDGE DISTANCE OF TW BUILDEX TEK SCREW 1'. FOR 6063-76 ALLOY AT SLATS SHALL BE Fy=25.9 less. " 4.ALL SCREWS TO BE STAINLESS STEEL-304 OR 310 SERIES W/50 kal YIELD STRENGTH AND 90 tett TENSILE STRENGTH OR 7•ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TW/BUILDEX TER(SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RNs-IS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. 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 Am 304 OR 316 SERIES STAINLESS STEEL Wf1H 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SF1AI1 BE AS FOLLOWS:(UNLESS OTHERWISE NOSED) 9 EACH UNIT MUST BEAR PERiONENT LABEL IN A WARNINGS HOME OWNER TENANT, OR OTHERS. MUST PROPERLBLE PLACE Y WITH IOSEE ALL CENTERPIECES AND NOTE DURDIG IENCALE OR LOC60S OF K LOCKS. (A) TO EXISTING POURED CONCRETE: 10•PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VIST9_E LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED 7HREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDEX. INC.TO MIN.f'c--3192 p9D• WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABS.SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY All.POINT SOLD SET ANCHORS 70 MIN. f*-3000 pct. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/.4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 70 MIN.fc-j3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS ll01CATm IN MIS DRAWING PWS ANY NO= BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 'A7) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) -THIS PRODUCT EVALUA71ON 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.STTE CONDITIONS DEVIATE FROM THE'P.E.D. A.2) 3/4'SOLID SET ANCHORS SHALL,BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING TJFE 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 CONIRAGTOR'S RFSPONSIBil.m. 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. A WALL HO AGEWALL BE AS OR,ANCHORS SHALL DICATED ON NOTEBE LONG S ATO REACH ABO N STRUCTURE BEHIND SUCH PANELS. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHRECT 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:ASTFA C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TD IMS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX. INC. (E) THIS P.E.D.SHALL BFAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT - 1/4'0 CRETE-FLEX AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NCI THIS DRAWING SHALL ONLY BE USED TO OBTAIN 17.1)MNMUNI EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE O BE AS B.2 3 4'SOLID SET ANCHORS SWU1 BELENTIRELY EEMBEDSHEET 13.8 RNTO THE CONCRETE BLOCK INR. NO ��•```��(�R LA,LTI���A�/y� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) ft MINIMUM SHOULD STUCCO EXIST ANDEMSEOMENr INTO STUCCO SHALL BE I"MINIMUM FOR WALLSIVITITED. 1/4'0-2D SWI H NO STUCCO.SHALL BE 1 1/2'LONG ` \rENs�.,•./�Gi f•` ®1018 71LTEC0 INC, TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. = = m/fo/fe ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 &A2 ABOVE. _�:• 7�= 3 illllr TESTING h ENGINEERING COMPA7089 NDISTRFLr PLACENY WEST PAW EfJxil fl.33418 �s xr.seg.1z se.sm.vRsn avamAs n.anm 15-014 s1m.A RsmUmt-te7o.r=. 1 P (mspel-f Alf M. 8e0-et.T�Tl1 e�nnlF.Wleeaoad.wm twrJd4FgF0dllx.:com URAWM N. r%i��'C ••� RIDP •,.��Q� EH-0006719 wAU1:R A TXN Jr.P.E. //AYAA,, • , TE F1.011IDA llc.1 44107 1~ Mone .n S/LEFT 1 M 17 .xnoo• An, 7=,,- -q� 9. Ima- 2 P� d 0'1 b 4 a. N 2- I.N�• - �N Y ® SLAT WINDOW ©L—END �:FLAT .END! „w _ ® RIOR CENTEBI'IEC (TO BE USED FOR ALL INSTALLATION$ 6063-76 ALLOY 6063-75 ALLOY S=TS ALLOY _ _ MAY INCLUDE PERF6RA71ONS AS PER (TO BE USED ONLY FOR INSTALLATIONSALCOY— DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTDAI OF OPENING 6 y-ALLOY-"µ— SEE COMPONENTS 20.21 S 22 ON SHEET 3.) .roar a,,. .srs z1s7• ae,4e- I v4a' mar g 7.017- 2A57* •eJ7 .f7o• �• g 178• _ - r� tl .8ef- .�.1- .650 2{ r.097- r ^'�- - � .097• • 2.m- 2611- ans as>-s' ' O _. s WALL HEADER -w=T i yy`� ® �.c ILING ° ® O o sILL TRAC O O cK- "APTE 6063-T5 ALLOY SILL,IHEAD •TRACK - -. -_ �"6063-7F .900• ti zeve t2 .oso• COMPONENT a h tI t2 . .�• ,Q 2• 5"MAX. 0.125• 0.125" .06,. 2" 4"MAX. 0.25" 0.25" .mo• o� i © 1" 2"MAX. 0.062" O.D62" l4le- ��� � Cx ® RAW .HOOD l�l ALT BMW TRACK ADAPTER © BOTTOM! RAIN GUARD �l�l�J t ALiIM_ ANG ^a7'4 6063-T5 ALLOY 6063-76 ALLOY 6063-T6 ALLOY `ALLOY am. COMPONENTS d $ 01 IiT7 FLORIDA BUILDING CODE(High &Non High Velocity Hufrirnne Zane) ®1015 MT=W_ mwm TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AaMA.G./ .L © 3%s"0=1s ACETAI� Z«e _ IME C O�Nc. 10/15 fOLD�I(i SHUTTER CORP. os�AYE ®( LOCKING TZJBES 7M HtMSTFW 8`TIIU�BSCRETYS-� * / �TIWT TE"NO a ENGINEMNO w6T PALM 1Iti J4 ta 15-014 CORNER P 1 0-643�AT aZ. es-mME DRAWING Ne sFOR ASC v 606-37T6 ALLOY %A ��� Ee-0006716 28 1/2"LONG WALTER A TOL+Jr, °^6 °e°�10" °tlr '���� ,• RWOA U. 44187 ax 911EE1 2 GF 17 " /r/L/1f1111111i1t� t ' I , �ma4rTCP i (J)ROW OFHOICS I �vai _ F, rxa6 I £jA4SPACED i 00lu�0 j p 9� I r j z-cuP&�Cx s1aE 748LE 1: SOURCES FOR & i 000/000 ,11",I MREC"ONS. I ; , . j I OF N7NOm(SEE TABLE 1) . '�CNX 1 000 A?kJ M.E i 1 J i 7tPcu P xnrS seams wAr�vA1As { 0 ; REFERENCE 1F1541/ FYASINO N ) 000 ) i 20 UCJAVO ONt 31 LEXAN 1aT RFA' 000 i 000 i �_ _� WlDI1ND anaw ASTM 0792 0.043!b/Ri &043 ib/4i i pop wNxrw MWWW L, TENSILE YIELD STRENGTH ASTM DU36 9,400 pad. 9.800 Pmt. ' Ok FLEXURAL.STRENGTH AT YRD ASTM D790 12,'00 P•e.i. 13,400 P.Al. tt�i I FLELUHN,MODULUS ASN D796 J40,000 P•SA. 345000 P•.L 2 p SNAP-IN ENO IL£6GURig 1.000" imZAIX. t or WIDOW M NOTCHED iZ00 ASTM 0259 18 ff-Rf7n t7 FhSb/tnp (SEE TABLE 2) `�OcLRL�^••-`r'A ==% bW,"L I 2 = SUOXE DENSITY ASN D280 47.2 X 54.5 S+IAX 1 I I 1A tn RATE OF BURNING ASTM DB35 C-1 CLASS C..1 CLAM 5 i , SELF IGNITION AM 01929 1040'F 960 F SLAT MWDOW r�i I SLAT WINDOW 0.060'TN1CK WF+THmrNc ASM 6155 CGU��3 I I ���ryy q t I POLTCARB I&WEHINO TENSILE STRENGTH AFTER WEAnI RSNo ASN 08 9302 RAJ 8840 P.P.L '.000' WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASN 838 8461 p.%T. 8860 e.7. R = FNK I ; I -A44X(2)WWAPONS MAY BE LN ONE SLAr SPACED p• A M3WMUA1 OF�24'APART; WAN 12'MM.AROL7 Ef)OS OF SLAT TOP&BOTTOM suT Mus' E ADL4cExr TABLE 2: SOURCES FOR w>TNw TO 1EtfS 4 OR(s,NOR AT CORNERS OF PRODUCT. I I } �i 1�1L9�[r�Ar � REfFRE1KE TOK ODM M Y IT r4vll PROPERM BLACK Mtdl PART 00x0 20514"00 5U2! f � RIR u00 CGI SLATS SEATS SPECIFIC CRiNK ASN 0792 0.0421bfm' N KNLICK i 000 KN U i I WEWING MFE•u+u.•... (770) i t 0TI IN 8DR/ iyI i I' OrD i I WN1MW0 (✓)RA'W. FLEXULSTREN�GTH AT YEW AN D790 15,000 p.a. I.000 $ 1E5£Y14 STRO} AN 0638 11,:00 P.J. 00ws Or 0n7 i t E CED I RAI tODULt6 ASTM 0790 4060 pslwFt ri tnwwrF ASN 0259 0.6 Fr—lb/inmmTOT,b mHATbPTIaM T D1RECROAM IT�i'-�' m0e i mE81tBt�6; COEFFICIENT OF TER1W.EXPANSION ASRI SS x 1b in/N=F NN.AP IN END CLIP MELTING TEMPERATURE Am 94.i1e 5m f mE USED AS AFI OPTION FOR ALL INSMUATONS ( tJ,RMX.- WMQW. .G1MITi INION UNL7£R t.ARGE AGS52E MAY INCLLRIE PpgFOR4ROAS AS PER THIL) TYPICAL (1'A-).SLAT WINDOW DETAILS L{WDDMWWS -AMAY BE IN ONE 5LNY SPACED MLN.24-APART(+Az EVERY 10 BLA>s). _W/ 20 VIEWING WINDOW &.u�2(�2 CLIPS TYPICAL ALTERNATE PERFORATED ('SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVA]`ION (LARGE MISSILE IMPAC T,j titin ,,, FLORIDA BUILDING CODE(HN3h do Non High Velocity Hurricane Zone) y�GENS J9`,��% zols TttTso _ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM IL ECdJ OM1:. FOLONG SHUTTER CORP. DATE * 7TEUT TESTING 6:tiNGiH£ERIHG COMPANY 70D9 HFILS7�ET PLADE xaa nTL ace. Sts aaa.,won+ov Ek;n aitm mr pMii BFJCL.FL 3Jii3 ATE QF :L a `"°•` '9.tB.-Goa—t-,sT, -N18 A•Ea7f 15-014 baArANa Na r WALTER®—OU0671 Jr.P.E. —.1 mtaaml nat ar. �.ns .v[ 'L� FLORIN U�44187 esnane xw 1..3+t.a \ SNELr J E6'13 t k........Lul1N�� u Ar or@ W/ OR @ 4 OR 5 @ (2) USE(2) AT 30' D.C. FOR PANS NOTES ON A LOCKING TUBES @AT a@. xq UP TO sa-, o I.TWO(2)(@)SHALL ALWAYS BE USED AT PRODUCT'S WIDSPAN SPACED USE AT 30-D.C. AT 30" D.C. FOR SPANS UP TO 99". USE THREE(3)@ FOR LARGER (V R SPANS SPACED AT 30" D.C.AT MIDSPAH. COMPONENT T MAY BE FOR SPAN LARGER STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENrERPIECES THAN 99*UP TO 1440 (g.R(E). LOCATION OF SNA Ld LIL BE AS SHOWN ON TYPICAL ELEVATION. 2.(2)LOCKING TUBES g -111A�)ALWALYLS'&ELIO TOP A BOTTOM AT PRODUCTS CENTERPIECE AT A LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. (IMITATIONS FOR ON SHEET 2 SEE END CONNECTION DETAILS ON SHaT 9 TY? FULL HEIGH[r.FOR + @ CON RETE, CONCRETE BLOCK OR WOOD INSTALLATIONS. r-'N+ + 11 I- UNLIMITED WIDT[I !?Tlq�L ELEVATION 4 NOTE; SEE SECTIONS I THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET G. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SEE SECTIONS IW & 2W ON SHE10. SEE SECTIONS 4W. 4AW& 7W ONET SHEET It j. SEE SECTIONS TAW, TBW, BW & 14W ON SHEET 12. FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) 02015 rL*A=nlr_ TITAN U FOLDING'IMPACT PROTECTIVE SYSTEW ORAM 4167 - A.O./Mi- 0/10/15 FOLDING SHUTTER CORP. MITE 70"HENSTRW PLACE T�TWnNG at,ENGINEERING CIPUP viy. WEST PALM FL 3M13 Ptt 15-014 ♦ M—OD06719 w WALTM A. FLCR,.A TRW Jr.RE W f 44167 SHEET 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL 'RED. - - OPRONAL RAIN HOOD POURED CONCRETE TRIM(D NON STRUCTIE HEAD) WALL 0.060'7NIL7(5.5. OPTIONAL RAIN H000 REIX1IRm. TRIM(DECORATNE HFAD) (NON-SRRUCTIIRAL) (SEE SHE 13) ROLI.ER HOUSING MON�6TRUCTU 0 1.000' 2.50E0•'0 MIH. W _ (2)NYLON —�_ 'a j RAIN HO. •3 /% D.B55RO11E7S ) ( ty) .� (NDN-STRUCTURAL) (SEE nJ 110 It 3'S.S.SNS.W/ c I 13 0.373'LONG NYLON J/1 B'ALUM. _W J/1e'ALUM.POP RIVETS. ' BUSHENG W/A 0.150' TXINT. POP RTVEP•, O 1B'O.C. (2'x4'WAY) LOtK)TOP S[:Y'RON 0.500' 0,127'.0,270• O 18'O.C. 0.D.AND 0.245•Ld.AND \0.030• 1/r D FILO VANCED 0.273,'IONC BOTTOM TADFDR T ADVANCED ' gcTIDN OJ20'OD.AND wFAI}TE7t POURED CONCRETE I La 7�G�ON TNREA17fDR11 T/4TECNNOLOGY 0245'I. SmPP}�N�G EA. OR CONCRETE BLOCK �j IXRb7R C" PR00 I 1/4•e x 1'TEK SIDE('D'P.) 1 or WALL REQUIRED. ('�SClTmULE Or i CRETE-FLEX W/t 3/4• SCREW oR 1/ae-z0•xi' 3/1e•ALUM. ON SHEET 13) 8 I SS.NS WITH NUT& POP RIVETS. . ®t N ®t FiL MN.ENBmaQii O B'O.C. I WASHER O r O.C. O 1B•O.C. ) or 1 POURED CONCRETE I �y I ®OR t v . YIN.SEPARATION REaDR+m /BLOCK Or TO MASS N-0 or (SEE ONN SHEET13) ..®t 11 NM.SEPARATION •9 I TO CLASS POURED s ---- BLOCX (ON SEE tT �111L3))ALI --<Dor (Ct7tfES:iION C! v` I 1/4'0 x t'TEK ®t 'J $ I SS YS WOR 101 NUT kit• WASHER WO4'•O.C. g �7 -- - % /Toa'S.S.S.M.S.W/1/2'e 1/4'a my tTULDDI TAPCON W ADlANCEO j xI'LONG NYLON BUSHINGS 711(IEADF0181 I t WPJ9ffCLW1 Cl" (TYD•8017010,Allo J/4' OR 1/4'a D..w (SEE SHEEP 13) LOHC((yp;TOP).IXCEPT AT WALL FACE MOUNTING INSTALLATION CGNSFRUcn.1 PROpR15 I t3 > ROum RIOUS6IC(DvJ SECTION Z CAM-FLEX W/ (2•x4 M •WAY) N.F]@EDMENT O 6'OF WALL FACE MOUNTING INSTALLATION 015ANX.O. SECTION 1 +n• SPACING ANCHOR SPAONG GROUTED BLOCK REWIRED t.000 2.500 MN. (WIN.f—POURED ROUT)OE MN. EU/ WALL TR NON CORA E SI . j. WALL iWW(OOX7RAlNE SILL) O 6 ANaOR SPA NC STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DE• AIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO .CONCRETEECTION 3 p MAX.A.S.D.AS.D.DESIGN PRRESSURE RATING = +65.0• -90.0 PSF & CONCRETE BLOCK \\U' iRii / FLORIDA BUILDING COLE (High k Nan High Velocity Hurriccne Zane) SCALE: N.T.S. `.�Q:,••�\CENS'(C`^.✓9� ®2015 TLTMOINC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �Br NOTE FOR COWBINATION OF SECTIONS: * ED. EDGE DISTANCE _ r as/10/1e 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) , E O INc. FOLDING SRLITTER�CORP. DATE KEWSTREET PLACE IN ANY WAY TO SUET ANY INSTALLATION. _ :a� TILUT TESTING k ENGINEERING COMPANY �p A.3m13 I affi N..xa.s.a.Soe.tatmu mxtne,n urea 15-014 N'• $ E'Jh :��� Pre..( t-tsm.rm:(,mit-tut RI:H.C. -83Tt �kr - EB-0006719 1.00 ....rd�-It—om ouwm Ne t SEE LIMRATIONS FOR®ON SHEET 2 � n' tt OP' — WALTER A.RLN Jr.P.E t)!M� ROIEDA Lf "167 aNNe 5NEI7 5 Oi t7 • NHnra+ _ 1 Jiro N 3/4'TENS SCREW OR T/4`x 1/41 q BC.TS W/NIhS k WASHER O 8'D.C. •T----• --./�---- POURD C012RETE OR 0.060"THICK SS I •,--•--^ VVV CONCRETE BLOCK WALL ROLLER HOUSINGI MIN.SEPARATTO CLASS ROWWION I 'iD t SEPARATION ED .07m.= P[tONAt RAN HOOD I�—'(SEE SCHEDULE {SEE SCHEDULE (SE!@kHw'a' (NON-STRUCTURAL) i ON SHEET 13) 1 Or ON SHEET 71J /40 t (SEE s1E$T'ta) jfOxs•SS S,M•S W/Wit ALTERNATE 3/16'ALUM. �t � ALTERNATE 3/16'ALUM. {T�4'TnP)AlNYU LONBUSHINGSCryp POP RNEIS O s'O.C. POP Rrvas-O 5'O.C. . BOTTOM).EXCEPT AT ROLLER AT REAR.' AT REAR. i HOUSNG{TYP.) d {R HYLONor z W D.tT55'0{i W.) i n 9 + / qi ._ 1/16•ALUM.POP n / I "PM i I J 16'ALUM.PGP Ia4ET5 yT 3� LEG& 3/16•ALUM.PCP 14 ta'O.C.Bam SIDES OTo*O.F 80tH Sim /10 x J'S.S.S.U.S.W/ ORIETtTATR)N & RMETS O TO'aa 0, 0. D.373"LONG NYLON 71,/ 8L)SIiNG W/A O.f50• =LONG 1IN S 1 A 0.600' MIN.SEPARATION 0.270•x0.030' MIN.J/4'PLYWOOD /4'PLYWOODO.D.AND 0.245"Ed.ANDI OIEDCLASS WEEATHER g REQUIRED S 2•MIN. REOUIFtED LONG BOTTOM ( 'H'13 tje f 7'APCAN6 ORSECDON-4.320'O.D.AND O1'1 SHEEP 1J) 57Poi'i+ING 1 oraCRETE-FLEX0345'td. SDE(TYP.) NT t El ANCHORS 6'O.C. RU BOLT W/ 't7' &NUT O 70'aC, ^ i/4•THRU BOLT W/ n E TAPCONS 09 POURED CANCREIE ORWASILER k HUT O 5'O.G S 6'O.FCONCRETE BLOCKWALL2z4'OR 2'x5 zf/&` POURED CONt'RETE OR OFST: ALTERNATE 3/16•AUM. q,477,,or REODUttD 6063-T8 CONT.ALUM, 'POP ANETS O 5'B.C. Y,'y t ANtRE CONCRETE I to WA I ALUM.ANGLE OR SEW PLATE. AT jR' REQUIRED STANDARD COUNTER--TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 W !MA%.ASA. DESIGN PRESSURE RATING- +66.0, -66.0 PSI MAX.A.S.D.DESIGN PRESSURE RATTNG- +66.0, -66A PSF W R n 9 3/16"ALUM.POP w4m o i • 't 10'O.C.BOR{SIDES —IN,SEPARATION TO CLASS / I OSE SHEEmum s ALTERNATE LEG q1 Orrn O � {SONNSIM C3 ALTERNATE ORIENTATION W., (SEE ANCHOR ORIENTATION 1/4%x 3/4'TENS SCREW W/ W POURED CONCRETE OR S/8•WASHER DR i/4'x 3/4' •9 CONCRETE BS.000 BUTS W/NUTS&5/5'WASHER O o REQUIRED RFD 4'O.C. a UILD—OUT FACE MOUNTING INSTALLATION 5K s SECTION 4 ! 3)1 0 EQ. EQ. 1/4.0 x 3/4'TOG SCREW POURED CONCRETE OR OR i/4'x 3/4"BUTS W/NLRS WNCRETE BIOCR WALL &5/8 WASHER O 6.D.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. ,o ` 1 0 A LOTTO FLORIDA BUILDING CODE(High da Non High Velocity Hurricane Zane) ``i5\t. ,•'•••••• 4/Ate' NOTE FOR COMBIEst 2015 TILTECD INC. WiAWTt NATION OF C CTION S: * EO EDGE DISTANCE ��S�`Q:'•�\GENS '••.'9 �„ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A,aALB 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUPT ANY INSTALLATION. FOLDING SHUiTER CORP. /DATE' --"• '>4';C3�/� •*- 71LL1 TESTING d ENGINEERINO COMPANY TOLD HU BTREET PLACE ex4 xr.aae.u.a.3aa, N orm0rs,a sales WW PALM RF.ACII R u4t3 15-014 f SEE LIMITATIONS FOR ON SHEET 2 .yy L $�' (I ,'.?ti nw a L�mMn-Isn.Fg:{ms7srt-w1 PRt tfiro-AL3-471 y�'{V" it maY Ntemeed.cem ..vfdsmw-Bernem+DOBJORAmNG Re WALT}® 19r.P.E. ay.r eeewv. eon —r ELORRit a/ 1 31¢I11' 6 OP 13 hl{tElHtitUttll - . •MIN.ED. POURED CONCRETE CONNECTION CS REQUIRED (SEE SHEET 13) D-060•THICK S.S ROLLER EHWSINO OFnOML RAM HOOD (NDN-STRUCTURAL) 5 (2)NLiaH 1ox3 ss S.U.S.w/1/z0 0 ,A ) 3/4'LONG NYLON OUSHINGROLLERS $ (Typ-TOP)AND 1'LONG(Typ. I @--, BOTTOM),EXCEPT AT ROLLER HOUSING(T W.) #10 a73•LO NYL W/ 3/16•ALUM. BUSHING W/A 0.150• POP RNETS, I LONG TOP SECTION 0.500' a 18'D.C. O.D.AND 0.245'Ld.AND CONT.0.1831.0.270'x0.030' 0.223~LONG BOTTOM ULTRAFAO WEATHER SECTION 0.320'O.D.AND SIROPPRJG EA-SIDE(TYP-) 02�.) .y d 1 or 1 or 8 ® ARATION A T .9 TOWIN �CLAM ®T v (SEE LE MON. AIUnoN � 1 ON SHEET Ef T 13) TO CUSS (SEE SCHEDULE 1 orMI I N.SEPARATION ON 511EEf 13) ®T 1/4'I x i 1•TEX SCREW OR - TO GLASS Kex 1/41"-20•x1"S.S.US WITH (SEF SCHEDULE r � I OPODNAL RAN GUAM NUT&WASHER a 4'O.0 �ON SHEET 13) (NON-STRUCTURAL) I 7 ALTERNATE 3/16'ALUM. POP RNEIS a B'O.C. I OPTIONAL RAIN GUARD (NON-STRUCTURAL) AT REAR. y I g ALTERNATE 3/18'ALUM- I n 9 ALIERNATE LEC i4 POP RNETS O 5^O.C. ,• ,� LOCAnDN Wm1 j xi AT REM. i 3/16'ALUM.POP RNEIS ANCHell C0tl�ION C7 n , 9 a 10'D.C.eoTH SIDES (SEE SHEET 13) /16'ALUM.POP RUM a 10'D.C.BOM SIDS EDGE OF .E0. 0. SLABAPPIF / EDGE E POURED CONCREn: CONWC;@1 OB:' APPLIGBIE REQUIRED (SEE SHEET 13) POURED CONCRETE POURED CONCRETE REWIIY£D. OR MIN.ED. REQUIREDCONNEMIOJ. 'NTN.ED. (SEE SHEET 13) •MIN.ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 79 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE:N.T.S. FLORIDA BUILDING CODE(High do Non High Velocity Hurricane Zone) `�J :•,......,,• �,i�i ®2015TLTECOIW- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM � .BC' NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE ,,yaQ,•'���ENS 9 I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) - faIDING SHUTTER CORP. 63/10/15 IN ANY WAY TO SUR ANY INSTALLATION. _ = I L E C O INc. GITE 7M2 HEMSTFSET PLACE :*- 11LUT TESRNG&ENGMEERMG COMPANY WESIP y BFAC1 FL]]413 R yam/ • 9 W` KK JIB.9L Sb.JOS MINX aY6a1C n-91E! 15014 1 SEE LIMTTATiONS FOR®ON SHEET 2 A�,' '�` n+•.•pmmal-190.r•.x Om1m1-191 t�IBOO•-817-6771 1:tDOD671 d-mm UddipMlull•re.mm DRAWING Ne ®-00LLIT J eac 1[rt r WALTER A U. 111 44 P.E. FLORIN Ua:/M787 Mde I SHEET 7 OF 13 •1 \ ' N111/11111�OIL1111Y, • 'POUM comom E ON GROURM We"E E 9000•MAX !PAN A6'c PHW 501FOUIE BLOCK MALL Reaum Dg gp l (3)RYA'S GP 1/�•�rA7raa X X AAOuas '> soEnlxE) / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) Ar r O.C.LONIx110NI11Y. 0 0 0 0 0 o ALLOWABLE TUBE REQANGLE NUMBER OF ANCHORS AN UM POI SO4EXU TUBE MAXIMUM SPAN LENGTHH EA. END PER END OF TUBE oaif tArra B00�-i°ALL01' o o O o SIZE SPAN T TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM I/M.3/4'TEX SOMW fn.m, TUBE TUBE TUBE 05OL 3W4*«3Wr ni 4•«3".r 60" 106.0' 13 8 r 53-46 ALLU Wr.t/axANCL1 80621-TOi �q 2"x4'x1/8' 96' 85.0' 17 10 Ili 9E sc¢GUIq ANGLE 144" 69.0" 13 8 (rvP. ♦ «Jsr,: ge 8O- 117.0' 17 to 3Wrx1/.•.LENGTH « � - ANGLE 4IF 2'x4"x1/4' 96" 110.0' 21 12 fnP 144" 91.0" 21 12 • TYPICAL ELEVATION (TUBE AT TOP1 80" 109.0' 17 10 SPAN TUBE MOUNTING INSTALLATION �T 2"x5"xt/B" 96' 100.0" 21 12 SECTNIN x 144" 81.0" 17 10 sane xrs SPAN WIDE 4 Vr OL 80' 724.0' 21 12 ED.C".) I PEHNG' 1/P»x 2-x6'x1/8" 96" 114.0' 21 12 a « 144' 93.0" 21 12 3eE pt 3'x4"°'3'A7'« �,yt Jy�•y j.« *VAUD ALSO FOR 41DWIGHT TUBE INSTALLATION ONLY WHEN THE SUNATON OF THE s5¢Wt/Pv LPNOIN pt D�1"u't •x••f/ati ww" SHU1TERS HEI ABOVE&BELOW DOES NOT EXCEED THE M47(.PRWUCT SPAN mm-7e A.tu m ALUM.AeRaE SHOWN ON TABLE 1. (9Y 501EDLLE) (SEE sON311AErmol) ii Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHE) 1/4Y.3/P IEK 0 0 0 0 � TUBE MAXIMUM ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS etr o.G. ______ SIZE P SPA T SPAN LENGTH EA. END PER END OF TUBE -- W «3Wr« SAN lUat I'm a m*MME - - •�--- -------- 3Sr.1/44 LENGTH soB7-Tc Aucr TAwxE 60' 75.0" 13 12 (8)1/4•.31e TM J0iIX4•y��3rAcem SPAN nEx PER JOfEMU 2"x4"x1/8' 96' 60.0' 17 15 FWJM a9a3•lux A7 r GM Iw31U>OfALY. At0loRs D11'J 144" 48.0' 13 12 OR a owl I�I O�yrj�tgi SdmuE) TYPICAL ELEVATNNI JFBE AT BOTTOM) BO' 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"x1/4" 96' 79.0' 21 18 SECTIOtT Y 144" 65.0' 21 18 (J)114V x 3/4'TBG SCFEa 5cN1]..Ts •SPAH Alm R r Me.IONCMIU LLY. 3 E T S•7'7 JAUAL ANGLE 4 10;4M pa 1rr BO" 77.0" 17 15 . LENGTH eov-re Aur.ANOIE 131 aP 1 Pi SUFOtrtO 2"x5 xI/8" 98_ 70.0" 2t 18 DIPJ(SEE sOEDIu7 « & p t 144" 57.0' 17 15 ' 80' 88.0• 21 18 pt lei a 2"x6"xt/8" 1 96' 81.0• 21 18 Z 1 144" 66.0' 21 is o 0 0 o INSTALLATIONS DETAILS_W% SPAN TUBE INTO POURED CONCRETE ,;*x 3/P NX�' OR GROUTED CONCRETE BLOCK WALL (�mmu* SPANn O_O O______________O O O SCALE:N.T.S. SW3-TNS 9 1lE O O O O O O :PAN ll®E PEA 509DIAE MAX.A.S.D.DESIGN PRISSURE RATING-t720 P3F WP«3b•« 3 y1/4• 3W2WI/P ALLML ANGE FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) p* (SaE sa mu EI � Q' �)Ci N ...•.9%= ®m1s WatEco MC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OWN 9"' POLM pr _ = FOLDING SHUTTER CORP. 03/10/13ATE IL ECOTT��. �� ®OCx NAL lat>xMEL JWP 350'«3WJW1/4' ' TILLET TESTING R ENGINEERING COMPANY P1YLIT Pku 6F�1♦7W HENISTIFEEr 9413 IOVIII 8093-79 AILLLMOM 'Q`_ AN awe`(3os�t='t131E•.LFn (eSpit-t6it331!! PFO 1300-1IJ�371 (s)1/P x J/4•rE3es sOLEN ANPE y � .� 15-014 A7 r GG IO1CxnIDAUt1.Y. s 'p .� e-maD:LTteeo09el,eem Nn3aMka9huaeie.evn ORANINO Me (SEE GO[DUE) D ' laRlor•' \�� ER-0.006719 SPAN TUBE MOUNTING INSTALLATION t SEE LTEIIranoNs eat®YXW s1IEET z WALTER A LL1J JG P.EHE SECTION Z ELoR10A Lie./44107 .+ANt ■ sxEtr e In,13 ay...xxs L ' 11 1/4'4 T 1 3/4• MN.EA. . Fk-TIWOONS/CI>ElE-FID( (SEE 9m /--DaSTIN0 CLASS ANWo115 O 19.O.G 13) SONG SNUC URE YIN.E0. Drnma (SEE SHEET 13) Ex611NG 8.758' 1 SIRUOTUftE / \ 57RIICRIRE 3/16•POP RAfm OR O CIDnEWRI°CE FID 5 0 1/4'/,x 1 J/s• 1;41V /1'.J/4•TEKS O (TTP.) TNPfus/cPEIE-FLEX 1 ,e C.C. 1 1 1 f AMR GPS o U?D.C. r/ ;AIo•PDP 3 1 or 1�t or 1�t or 1�t 17 1/4•:7/4'sole o 1e•O.G l ��l FACE Or t SND CONDITION soo 1 9D.0 9a.o 2 80.0 3/19•POP RhEIs ON (IEVE'RS tNIFT3fM 40R 5 N 1a,Mc,,/`-TDfS O \ g �- cm OnEA ) EXTERIOR (sm NOTE 1) (2)00 7°•O.C.a YIDSPAN FDR Y��D)TO 99• / 110,7AN FFOII1pI��ro BN SPAN d(J)AFJ FDR W \ —o MI-sPm,—ciw w 18 SCREW'w INSTALLED�x4 � HORIZONTAL SECTION 20 �,.. SPAN(NDF� SCREW NAY BE mm— (LETETIS��) INIERWR OR ExIEReOR) (UTMOR) INRERMR FIDRdONfQ SECIHx1 INTERIM OR AOR) POP\ .. YYL•,A/8•CONT. II 31c MY WIRY AT LAST SLAT AT TRAPPED LHSTAUATaNs 4 OR 5 coal-*G A'�ANCLE 4 OR 5 TD6 0,e•o.G TAPCON/ORE,E-FM SHO SHO \ 3 t SEE LUT904S FOR©ON SHEET 2 AN DOSTMtBs,0.nUCRAllE auawF�a IB'°.R m / Dasim SMCTURE DXMMPM 5 RUMFtE BUILD—OUT 1/2' sos3_T ALLOY.ANGLE END CONDITION MN. 3/,s IOP RIIE,s E0' E6 OR 1/P 1 3/4•MM OR DasaNG Sa2t7CNRE 1/4 J4 .END LOCK ANGLE NU ' / W/ END LOCK ANGLE B O.C..C.a/ HOR6ONtAL SECNN HORUONTAL SECTION 2•r ".1/81 em To .14'v J/1•TEN C, NE.AUIBTNT ANGIE SCRpYS '1 AD 6 TO TEN ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR .EWS APEce a s O.G. INTERIOR CENTERPIECE®OONE R(5), IN INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ® A (2)(a so oG o ulp$PAN FOR U To Se• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN&(3) 0 30• 0.357'xo.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED C.o 141'SPAN NOSP FOR UP INTO R WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100"OF THE TIP SHALL BE 0.363" DIAMETER WITH saTO:Lw wr BE e15TAll(BRIUBID A 0•200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM IHIER OR OR Ex EfeOR) OF THE TIP A SQUARE, 0.475'xD.475'x0.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE � ' 1 SHOA (1)PIECE, 1.375" LONG, WRH A 0.36674.366'4.530' 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" DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. • SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 1 MAxJ HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL �.��C�A!TIQ j.'��/,, IIORI2oNoi SEYTIOFi ���`�,`.•• ✓ ��i, FLORIDA BUILDING CODE (High&Non High Velocity Hurticane Zone) END INSTALLATION DETAILS INTO CONCRETE. �i �zot5 Hasa INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM` No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) _ `* IL EC®are. FOLDING SHUTTER CORP. DAM'° i 0 TILE7T TESTING a ENOINEEPoNC COMPANY 70ee NEM9TRW L 33: tov Par.INH.s1.�..Sae.TaRru waa+s.n a1Ree NESE Pax eTAtl1.Ft 3413 15-014 • ��\`� Rb„a tat-0.61 X0.61 In ssI NI:1e00-B/S�S91 n,vtdrMprfiuNen.wm DIGVM70 Na EB- �\ WALTER A.TI O R71UU. J'P.E.P. ATE FTDRIDA LJ.r 44167 eN¢M 1� SHEET 9 OF 13 1 ALWNW ANQE BUILD-0UF WNM PER SECrM 4,SHEET e A A (2)3/16•POP PRIM Y.2•x 1/9• EACH TEG OF Y x 2' ALllIDIUY b1ClE ANGLE ANOLE LBS MAY FACE _ AWY FROM OPEN]G OR TOWARDS y, d j OPENING)NO ANCHORS a a REOUDOD TO Hav ^Z 19 13 STROMLRE Bum-OLTP uDUM PER SECTION 4.SNEYT a (2)3/16"POP RNLT' EACH LED OF 25d• ANCIE ALTERNATE WAXT_ERIOR ELE_MION �ANNDD SILL SIMLLAR AND 130TH EASIDE PLAN VIEW A—A LL EXTERIOR a61HFORAR OF PRODUCT OPTIONAL SIDE ANGLE 1 (2)/1/C,i 31V Ill ®I TE5 OR PO�P V • ' (FOR SCON 1.SNEB) fVrs / IOWA;; qPR-2 T () BOFIOH OR M WALL(2 REWIRED) CRETE/.ANLL TA7lC1iQ5 ' FA.ANGLE m SLAB ® 1/4••k 1 3/P TMCOILS/CRETE-(LE%' L l FEND PIECA OR L MAY AHc"m O 7e•00 0.G ��,, TS OR Em"NO SFR JcTuRE 3/4 TEKS 3�OF EORCRETE ISOMETRIC SLAB Ow.AT TOP ANDBOFFWI SIADS) CES OR L DY BE MT TRAPPED END CORNER POST CONDITION Wf FLAT END HOR20MAL SECTION FLORIDA BUILDING CODE(High & Non High Velocity Hone Zone) END INSTALLATION DETAILS INTO CONCRETE. ��GENSF ®p1Sm1EwDAG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM anE� CONCRETE BLOCK & WOOD (AS APPLICABLE) No.4416711L ECO FOLDING SHUTTER CORP. °'DATE1B • T1WT 7ESRN6 Q ENGINEERING COMPANY 70M IEIJBIPEET RACE NTL aetl.5,.zm Jos vnau a.oB1r,n JJ1aa xssr PALM BEACH.R 33113 15-014 1m.•(TmRA,-Imo.Fn,(S57J)I-,511 PH:1800-813-8371 i o-mRR:tilt— d.— M.Fe1dNlSaleRlalaaem ORAWNO He `�:�`- ,•`���'� EB-MM719 • �1• ` WAVER A TUJF Jr.PE �•.r em,m, u,[ rer FLORIDA Uo./4116} , — a g}IEEF 9A OF 1] \\ WALL BNISH .4a .% OPTION&RAIN HOOD (NON-STRUCTURAL) {.� WAIL FINISH •�" 110:3'S5.S.M.S.N/1/2'0 x3/4' CONNECTION C2 •+J" 0.060'THICK 5.5. n'y}: ROLLIIT.N".SO LONG ti BUSHINGS(ryp.TOP) AND 1'lDNO(TYO•BOTTDFf).EXCEPT AT ROLLER HOUSING(TYP.) p}� 0.060'THICK S.S.Rp1II2 HOUSING (2)NADN t Z '.;• OPHONAL RAIN HOOD y„. (NON-STRUCTURAL) pos 2EAD CONE.WODD ' 3/16 ALUM.POP 'HEADER REOb. /10x3'S.S.S.M.S.W/ ' 0.373'LONG MON CONTL RA2T5,O 10'O.C. BUSHINGW/A 0.190' 0.163.1.270'Comm"C1 LONG TOP..0.5w 0.0.AND 0.249'Ld.AND uLA AB ' 0323'LANG BOTTOM UET f or SECTION 0.320'O.D.AND STRPPINO FA 0.245*1.d. ® t C �� 3/16'ALV Ll POP SIDE(IYP.) ? iVyl1'h. (TIP•) a 8 \ 5.a NETS,A 10'O.C. YM.SFPARATON 2S4'COM.WOOD I l`.SEPARATION EPTO A�u ON TO CHER HEADER REO'0. (�y-�m. for YiSEE scHmuLE for ON SHEET 13) ®t ON SHEET 13) ®t W 2W CONT..VDD I } PLATE REWD. 1 5 WALL FACE MOUNTING INSTALLATION s " SECTION 2W (TOE!) 0 1 -� tb�sEcl10F101 . WALL KNISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD A � i FLORIDA BUILDING CODE (High R Non High Velocity Hurricane Zone) t SEE L1MLtATIONS FOR ON SHEET 2Q.; EN Sr�2als mtEco INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A%w \C j NOTE NOTESO FOR COMBINATION OF SECTIONS: - = m/10/16 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ 'L E C 0.MC. FOLM SHUTTER CORP. DATE SE HAVE A MIN. SPECIIIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = 1.IEyS.EET RICE IN ANY WAY TO SNIT ANY INSTALLATION '�'. CC `tL= 7TLLRrodT.E.(T�mN1OxT+a-lsEvNO.Ir[ rNmEE.Mt=vNeOJnCl-OlYuPlAt4v WEST Puy tEiW FL SU13 Rta06-w-W71 15-014 EO bT-0t-0006719—m —IddlrgW fb.— ORTWRFG Na WALTER A.RtiIT Jr.P DATE FUDHDL LibP,'44167 1�1` MD+. re SIff3.T 10 Of 13 AAAA 1 V \\ 1/4'0.3/4'TEXT SCREW OR 1/4•x 3/4' BOLTS W/H1115 8:WASHER O 6.O.C. 4'xB" im)EXISTING WOW s; REOURED.STRUCTURAL ADEQUACY >}'>� OF EASTING WOOD BEAM TO 13E LERIIFlED BY REGISTERED3y' EN NEER OR ARCl1ITECT PRIOR .I, WALL FINISH .0.060•THICK SS. Y SEE LIURATIONS FOR®ON SHEEP 2 TO PRODUCT INSTALLATION. ROLLER HOUSING 2'x4'CONT. 0 WOOD HEADER ^� OPTIONAL RAIN HOOD REQ,D 1,3;> EQ EO (NON-STRUCTURAU NOTE FOR COMBINATION OF C_ECRONC_; s?` 1- MOUNTING SECTIONS CAP! BE COMBINED oMR1�R8N m $ N19DSN S. JWP/1(T/ a0;4' 1N A7,ly WAY TO SUR ANY INSTALLATIOLONG N. AND 1•LONG(Typ.BOTTOM),EXCEPT AT RM ER HOUSING CYP.) (NON -SL Rh01 HOOD J \3 " %r�<.,; ='I ' o 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO (NON-srRucrllRAL) t"I (2)m� a BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL =L7 i i p RQ1ER5 ..,y_ ice-= i 8 3116•ALUM. 1,a.3•SS.S.M.S.W/0.373'LONG IMON �P Rte' BUSHING W/A 0.150'LONG TOP SECTION 3/16 AUIM. ALTERNATE LEN O 18'O.C. 0.500'O.D.AND 0246•Ld.AND 0.223'LONG I POP RWETS, I LOf:AMON COtTT. (SEE NOTE•) 0.163'x0.270'x0.030' BOTTOM SECTION 0.320'O.D.AND 0.245•La. 0 16.O.C. ULIRAFAB WEATHER (TMP.) MN.SEPARATION I I STRIPPING Ek SIDE I TO GLASS J Or ®t 9r (SEEEDSCH ULE za o ON SHEET 13) 1 or®t J� MIN.SEPARATION a� TO GLASS MINS�N + (SEE SCHED H (S���� I I ON SHEET 13) ON SHEET 13) RJ/16'ALUM ALTERNATE LEG POP OPTIONAL RAN GUARD POP AIVET O 5'O.C. ' ALTERNATE LEC AT REAR. I I i-lJ f i I- -- - - / (SEE N07E•) (NON-STFRICTURAL) LOCATION _ (SEE NOTE-) i ice___-_—I t ALTERNATE 3/16•ALUM POPS O s'O.C. AT WOOD PLATEI I �I 0 nw? r-L, �L p 8 REO'D. n ALUM.POP RNEIS y - 0 0 10'O.C.BOTH SIDES r I 3 J/16'r• ALUM, POP RP.EI"t O 1O.O.C.BOTH SIDES o EO E0. 2'x6'MIN.WOOD . m DEC(REAUIRED 2'x4'CONT I (NO FTNtSH AILOWFL) WOOD PLATE t/4'r x J/L'7T005 SCREW 1/4.0 x 3/4•TEKS SCREW REVD. I1 I OR 1/4•x 3/4•BOLTS W1 NUTS W/s/a'WASlIER OR 1 s 0'WASHER O 6'O.C. OOM1ff710N C8 1'14' J/4'BOLTS W/NUTS d:O.C. Ir CON ECTIW C4 2•M ' 1 5/a•WASHER O 4' I e I M.ED. 2•MN.E.O. C3 WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4" (BOTTOM) SECTION 7W \NILLt11111N(yripAP FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) MOTE a 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED \`. ®2015 nLTECO TNG am"wt BR �� /� L �,'•.v��� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AG. D INSTALLATIONS DETAILS INTO WOOD Fol�llc SHUTTER CORP. °3/DAhs IL ECO��:. i�'f�-1�•.,—•.CtIWT TESTING O7k:1ENGINE0aRl.INtom COMPANY 7°09I: T PLACE N.T.S. WET PAW BEACH.FL W4 1J 15-01 14, LD0*tI IdIMdL-tf._m3GMND P O-OM719 10 Lrr E. ////// •' `4 7E FLORU Lie Lt J"l 67mP. �°a4o'e m SIZER 11 613 /lllllll ANTS O SS MIN SEPARATION �� (' (SEE M TO GLASS Or ®T �', ON SHEET E'ET 1 13)) ( (SEE SCNEDl1lE OF ® '� ON SHEET 13) W �f OPTIONAL RAIN GUARD I (NON-STRUCTURAL) 54REW OR'1/M 20•x1' ALTERNATE 3/11•N11. n� FOP RNET5 O S' G. SS.MS WRH Alli dlF-0 AT REM. 'p 9 WASHER O 4'O.G '� r 3/16'ALUM.PDP RNEIS n s O 10'O.C.BORT SIDES EDGE OF SLAB F APPLICABLE _ EDGE OF SAB ALTERNATE IEC&I i� '�'� �- F APPLICABLE ANCHOR LOG1nON � � �- (SEE NOTE•)� n _ \\l 2'x B'MIN.WOOD - DECK REQUIRED (NO FRTISI ALLOWED) CONREYRION OB EDGE OF 2• N.ED, . SLAB IF EDGE OF 2'MN-E0. APPLICABLE SLAB IF. APPLICABLE T SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION -_ SECTION TBW (BOTTOM) 1 NN,E.D. Y MIN-EA- NOTE FOR COMBINATION OF SECTIONS: 2'x6•MN.WOOD DECK REQUIRED 1- MOUMING SECTIONS CAN BE COMBINED (No FIRM ALLOWED) IN ANY WAY TD SUIT ANY INSTALUITION. .11,-ON MOUNTING INSTALLATION 2'x4'CONT.WOOD ro GLASS PLATE 2 NOTA: E9'D. (ON SHEET 13) SECTION TAW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL _ WAy FINISH (3)5/16•o LAG 2' 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN w or®T 4 SCREIA w/2 t/2'MDL MIN•EO- PRESSURE RATING &SPANS 1'x 4'x t/6' PENETRATION AT MIDLROTH (27 OF RAFTER/fHl1aRES B063-T6 LOM. p ALUMINUM TUBE 0 1/4'x4•(6063-TB)FIAT EXISTING 2X WOOD - 17771 PIATE W/1/4'C x1'TEK TRUSSES OR RAFTER 2'x4'MIN.WOOD SCREWS O G'C.C.IN AT 2!•O.G W7G STUDS O 16.O.C.BETW 1/D'x4OR 6 '0&7�T66))FIAT RATE W/1/4.0 xt•TEX1 _ SKEWS O 4.O.G IN (2) 1/4'0 TAPCON OR 1/4'0 CRETE-FLET( BETWEEN T1RI155FS ANCHORS aP 114 NDS WOOD SCIREW'S OR 1/4.4 m 8 EDGE(IP APPLIf:IBL.EI NDS LAG SCREWS AT MIDWIDTH OF El SND W/ g 2 1/2•MITI.THREADED PENETRATION INTO WCOD 1/4'MAX PLYWOOD EXISTING SOFFIT 57110 3/4'TDR (2)MON SCREW OR t/4•-20 x 3/4• ROLLERSE �' SS BOLTS 6 NUTS& r Mx3.5'S.,SMS o. 1/2•r x3/4'LONG WA9ffR O 6 O-G OSSS•0 MON BUSHNOS(Typ.TOP)AND 1'LONG 1/4'4 x 3/4'TEA( (I'M BOTTOM),EXCEPT AT ROLLER HOUSING $ SCREW O 6.O.C. s'o;,;=;SS;G5, N/ I 8 ("P') MOUNT TO WOOD STUDS MOUNTING INSTALLATION B"S"°W'ION 050 INSTALLATIONS DETAILS C 0.150- LONG TDP SECTION B,B00' 0.763.,0-270. SECTION. 1.4W BOTTOM) O.D.AND OZ4S•Ld.ANO x0.030• ' MAX. A-SLD, DESIGN PRESSURE RATING- •F60.0, -60.0 PSF 0.227'LONG BOTTOM MN.SEPARATION ULTIAPAB INTO WOOD sE�0245'o.32(L D.C. � (SEE STO CHEDULE LE SWEATHNG El qy �71�IttLltt!'Tf1jlAOf, FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) (�J ON SHEET 13) SIDE Mr.) or ®T SCALE : N.T.S. ` J '' �9 02015 TaTEco INC TITAN If FOLDING IMPACT PROTECTIVE SYSTEM °AR"o� F Cw®IMC. HATE DATE FOLDW SHUTTER CORP. '� EM HEADER TO TRUSS MOUNTING INSTALLATION = �1 = IILU7 TESTING a,T?10IHEERING COMPANY 70M HERWREEr RACE SECTION 8W �TOF) - ��� - °mow x�'�' A6a"° WEST PALM�Aw,R.33413 1s-G�4 off; TA7 OP i¢; +a.,(aoa)n,_,A79.R.,Tam xn-,�„ r7t 11100-141-11:371 ap /L' Q` ,�'ICI��� e- EB-00°6719 ran •w-/oMMpefaRtaxtm, DRAWING No MAX. A,S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF 4 WATER A.TRLIT Jr.P.E. �'a °"a m• °6O�m' FLORIDA U./44167 m n-am -nom a� SHEET 12 O6 13 (4fI1111p1N1 CONNECTIO CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE MAYIMUM iNlf D PRESSURE (nsf.) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) ®Nn f`ORRESPONDING AIAXIMUAI (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/F T) FOR CONCRETE& CONCRETE BLOCK STS SPANS SCHEDU X FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2' FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE Umw&A S m%N a MVL Auanae CONCRETE CONCRETE BLOCK STEEL WOOD PRNES r&A OR CON. ANCHOR ANCHOR ANCHOR CONCRETE CONCRETE BLOCK posnm N2A7NE AT ia• ANCHOR TYPE ANCHOR TYPE TYPE TYPE CONNECTION ANCHOR (+/-) Ales S PR65UE &oortar TYPE SPACING ANCHOR TYPE ANCHOR TYPE TYPE SPACING �1 'I C A C E A C F 30 psf 144.0 144" 180 Ib ft A B 60.0" 80' 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/F. 134 LB/FT 256 LB/FT 397 LB/FT A B C !t A C 35 psf 100.0' 100" 146 Ib ft Cl 6 473 LB FT - 418 LB/FT 236 LB/FT 202 LB/F 383 LBIM, 432 LB/FT C1 > 9_ 417 LB FT - 388 FT - 134 LB FT / �- 461 LB/FT 418 LB/FT 202 LB/FT 144" 144' 210 Itr ft 12 7 LB FT - 3 LB 1 6 L FT 142 LB FT 271 LB FT 3.47 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 60.0 60 100 Ib/ft C2 g 456 LB FT - 362 L8 FT 250 LB FT 190 LB FT 318 LB Fi 38D U3/FT _ 40 psf 100.0" IOD" 167 lb/ft .6 525 LB FT - 419 LB FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144. 240 Ib ft 9 390 lB/FT - 309 L.B/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 419 LB/FT 285 LB/FT 60.0 60.0" 115 Ib ft 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0• 80.0" 154 Ib k 6 496 LB/Fi - 375 LB FT 236 LB/FT 202 LB/FT 298 LB/FT 405 Le/ C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT ,46 psf 97,0' 97.0' 187 Ib ft 3 .813 LB/Fi - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 760 LB/FT - 572 LB/FT - 304 LB FT 115.0' 115.0', 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 9 445 LB/Fi - 370 LB/FT - 134 LB/Fi 144" 144" 276'itifk`^ C4 6 1592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT _ _ 60.0' 60.0' 3 972 LB/FT - 652 LB/Fi 389 LB/FT 3.64 LB/FT 500 LB FT 753 LB/FT 561 LB/FT 448 LB/FP - 202 LB/FF 8 .0" 89.0." 187 lb/ft 9 281 LB/FT - 224 LB/Fi 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT -3 912 LB/FT - 682 LB/FT 364 LB/FT 50 psf 100.0' 100.0' .2Q8 lb/ftR C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226'LB/FT - 224 LB/FT 83 LB/FT 120.0" 120.0' 250 Ib C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144' 140• 300 Ib ft _ 843 LB FT - 670 LB/Ff 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/Fr - 670 LB/Fi - 250 LB/F1' k 60.0' 60.0" 138 Ib 9 273 LB/FT 325 LB/FT 215 LB/Fi - - l38 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 81.0' 81.0" 187 Ib ft i 6 410 LI3/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/Ff C6 6 332 LB/FT 378 LB/FT 323 LB/Fi - - 55 psf 100.4 100.0' 229'lb/ft 3 822 LB/FT 975 LB/FT 848 lB/FT - - 414 LB/FT 307 LB/FT _ 1231.0' 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 LB/FT 646 LB/FT - 137 134" 330 lb/ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/Ff 204 LB/ C7 4 232 LB/FT 236 LB/FT 183 LB/Fr 60.0' 60.0" 150 Ib it 3 310 LB/FT 315 LB/FT 244 LB/FT - - 80.0" 80.0" 200 Wit 2 - - - - 305 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 60 w 100.0' 100.0 250-lb/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FT .691 LB/Fi 614 LB/FT - 115.0" 116.0• 288 lb/It C8 9 736 LB 894 LB/FT 614 LB/FT - - 397 LB/Fi 2¢2 LB/FT 6 777 LA/FT 921 LB/FT 819 LB/FT - - 131' 128' 346 Ib ft B 1982 LB FT 1194 LB/FT 819 LB/FT L13/Frl 336 LB/Fr 59.0' 59.0• 160 Ib ft 65 psf 92.0' 92.0' 249 Ib/ft.n SEPARATION TO GL®C5 SCHEDULE ANCHORS SCHEDULE 0SEE GENERAL NOTE C.2-ON SHEET 1 106.0" 100.0• 271 Ib IMIN 126 '123' 360 Ib ft ' 80.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 60 70 paf 10.0" 10.0, 292 Ib it SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC.C.BLOCK WOOD STEEL CONC, C.BLOCK WOOD STEEL 121" 116' 374 Ib ft SPAN HURRICANE ZONEHURRICANE 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' 0 N/A 4.00" 4.00 N/A N/A THREAOFORM TECHNOLOGY 75 psf 100.0" 100.0' _313-lb/ft 5'-10' 1' 2 5/8" 117 114" 387 lb/ft AS LESS 2 1/2" ,:`A�' 1/4' A x 3/4' SOLID SET 3,50" 3.50' N/A N/A 3.00" 3.00" N/A N/A' 80 psi 113' 111' 400 Ib ft 90 psf 107' 1 104" 424 lb/ft W-10" 2 5/8"+ 1" 2 3/4'x• p. C 1/4" 0 CRETE-REX 3.00" 3.00" 0 N/A 3.00' 3.00" N/A N/A 100 psf 101 99' 447 lb/ft TO W-3" -•-- 110 psf 94 90 R' 468 Ib 1/4" 0 ITW-BUILDER 120 psf 87 ' 82 484 Ib R >8'-3 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' 130 psf 80' 76' 483 Ib ft TO 12•-0' 140 psf 74" 70' 484 Ib ft F #14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.60" N/A 150 psf 69 66 483 Ib/ft 1 4" NDS LAG SCREWS 160 psf 65' 62' 483 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. `\``�A1A) A NT1��ff/AAlii FLORIDA BUILDING CODE(High &Non High Velacily Hurricane Zone) 01Y4gg; + EXCEPT THAT 3 5/8' SHALL BE USED P ®s913 1E.1Fm ac, DroMn1 er: L+:MAMMUM ALLOWABLE.PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, TITAN It FOLDING IMPACT PROTECTIVE SYSTEM Aa7N�. GIVEN POSITIVE AS.D DE9GN PARE RATING. .4, 4A & 7A. 2 L--:MAX AUAWABLE PRODUCE SPAN FORA FOLDING SHUTTER CORP. 03nD�,s OMEN NEGATIVE A.S.D.DESIGN PRESSURE I .�C O IMC. RAZING. >iC: '�j :*- 7089 RDISTAW PIAN p �/J� TIWT TESnNG 3 ENGINEERING COMPANY �y7 PALM MOK N,,73413 FINAL NAxINUN ALLOWABLE PRODUCE SPAN IS g..p•,, T F :'�„ e�s1•�• •c.se<m.aeras n mree 15-014 FIN AL 7o THE MINIMUM LOWA DETERNMB)PRODUCT 9 ,LV rn•r.to n7en-,®.rm,fmtMrl-tyl Pla:1100-®N3-&77t NAMING Ne SPAN B W'EEtN'L+'AND'L-. �••• ®w� ma .n•. . ted, NALTER A.11117 Jr.P.4 fLTM Lla/Jr.P. MN• SNEET 7J GP iJ