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HomeMy WebLinkAboutProduct Approval _ II Castle Impact Wihdows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 HemWeet Place ' West Palm Beach,FL 33413 800.643.6371 Propetty Information_ IF Building` Information Owner: THOMAS,NELSON Windlone: 165 MPH. Address: 1036 NETTELS BLVD Exposure Category: D JENSEN BEACH,FL 34957 Minimum Building Dimension: 25 ft. Mean Roof Height: 17 ft. Risk Category: Il Design Pressure Calculations Opening Location Device Device Device Max Positiveff'Max Negative Number .Zone Width(in) Height(in). LElevation.(ft) Pressure Osf) ssyre(pso 1 End 83.75 55.25 7 40.8 -52.4 2 Int 48 55:25 7 42.4 -46.2 3 End 37.5 :55.25 -7 43:1 -57:o 4 End, 37.5 55.25 7 43.1 -57.0 5 Int 31.5 41:5 7 44.2 =47.9 6 Int 2525 28.5 7 _ 44,2• -47:9 7 Int 3.1:5 55.25. 7 43.6 -47.4 8 Int .31.5 55.25 7 43.6 47:4 9 Int 15.5 41.5 7 44.2 47:9 10 Int 15.5 41.5 7 44.2 -47:9 1,1. Int 31.5 67.5 7 43'.0 -46:8 12 Int 31.5 .67.5. 7 43:0 13 Int 47.5 55.25 7 42A 46.2 14 End 47.555.25 7 42:4 =55.7 'i Prepared in accordance with:ASCE 7-10,Chapter 30. IVind Loads-Components and Cladding.501 Editioi (2014)Florida Building Code. Page 1 of 1 I Customer: THOMAS WorkOrder Number: 10192016004 N0301 Sales Engineer- Wall Opening Opening Shutter Shutter Anchor Sections Opening# ing Pressure Width Height Width Height Spacing Opening# 1 1 -52.4 82.75 55.25 103.5 59.25 9"o.c. 1 9"o.c. 2 2 -46.2 48 55.25 63.25 59.25 9"o.c. 1 9"o.c. 3 3 -57 37.5 55.25 50 59.25 9"o.c. ? 1 9"o.c. 4 4 -57 37.5 55.25 51.75 59.25 9"o.c. 1 9"0.c. 5 5 -47.9 31.5 41.5 46 45.5 9"o.c. 1 9"o.c. 6 6 -47.9 25.25 28.5 40.25 32.5 9"o.c. 1 9"o.c. 7 7 -47.4 31.5 55.25 46 59.25 9"o.c. 1 9"O C 8 8 -47.4 31.5 55.25 46 59.25 9"o.c. 1 9"o.c. 9 9 -47.9 16 41.5 27.125 45.5 9"o.c. 1 9"o.c. 10 10 -47.9 15.5 41.5 26.5 45.5 9"o.c. 1 9"o.c. 11 11 -46.8 31.5 67.5 46 71.5 9"o.c. 1 9"o.c. 12 12 -46.8 31.5 67.5 46 71.5 9"o.c. 1 9"o.c. y 13 13 -46.2 47.5 55.25 63.25 59.25 9"o.c. 1 9"o.c. FT 14 -55.7 47.5 55.25 63.25 59.25 9"o.c. 1 9"o.c. i i i i ,I r loncia t uncting Locae unnne rage 1 ul FLORIDA DCPARTNII;1NT1OF Business ' -q r Florida DepaftMtd BCIS Home I Log In I User Registration j Hot Topics I Submit Surcharge j Stats&Facts Publications I FBC Staff I BCIS Site Map Links I Search Busines Professi I *: USER:Product Approval Public User Regulation `{ Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail • 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 I I Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems 9 Y P Y Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report Hardcopy Received I Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 I Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. 10 Validation Checklist-Hardcopy Received I,I Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf 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/pr_app_dtl.aspx?param=wGEV XQwtDgv2aB,QpHpQQe6r 1 Z... 7/1/2015 r iornaa.bunting Loae unnne Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date PendinglFBC 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.Tilsit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-21'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."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under I Chapter 455,F.S.,please click here. Product Approval Accepts: secant m�rrucs https://floridabuilding.org/,pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 (4 F EN AL NOTES' 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RE.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(HIAHZ)AND OUT OF THEIR MMIZ). - 1/4'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX.AS ILANUFACTUTED BY TTW/BUILDEX, INC R ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY.OR f 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HNIM&1809(MNWa OF THE ABOVE MENTIONED CCDE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURIISDICTION WERE THIS PRODUCT TO 13E INSTALLED FOR A.DIRECTIONALTY FACTOR N=. Kd-0.85,USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM A.S.D. DMGN PRESSURE RATING INDICATED ON SHEET 13. IN OLDER M VERIFY IE ABOLB OBNOTT ON.WWM OFSING WEND In*OS OEII3wm PER ASCE 7-10.SHALL BE FIRST• C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 014 N06 WOOD SCREWS OR ROJI OD TO ASO.DESIGN ww LoAm BY Nuim L m THM 13Y 0.6 01 ORDER TO COMPARE THESE W/VAX.(ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND CS THRU CS DESIGN PRESSURE RATINGS INDICAM ON SHEET 13. DUNNECIICIN TYPE AND 2'FOR 05, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 1HRU 12.NO THREADED PENETRATION INTO WNL FINISH SHALL BE CONSIDERED AS PART OF THE RMUIRED THREADED PENEIRATIDN. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVERSTRESSED,A 33 Z INCREASE IN --ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THEIR ANALYSIS.-VIDFACTOR CD- 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR 1/4'0 NDS - - OF FASTENERS IN WOOD. - - - - ----- -- --- _IAG 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,VDNER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&18D9.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEDCING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO,REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. 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 C1 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 SEED.STRUCTURE MIN. 12 CAGE.FY-33 K51(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE d 10 x 3,410-NT MINIMUM SERIES W/ 173.8 kai YIELD -1/4-0 ITW BUILDEX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 167.4 kei TENSILE STRENGTH.SCREWS SWILL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHNiFORD Co.BOX 507_WEST CHMMR PA. 19381. NOTES 3.ALL ALUMINUM EXTRUSIONS SWELL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF TIW BUILDEX TQC SCREW 1'. FOR 6063-76 ALLOY AT STATS SHALL BE FY-25,9 k8L 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 Ami YIELD STRENGTH AND 90 kei TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARE30N STEEL TIW/BUILDDc TQC SCREWS AND SHALT.COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO DE 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 ENSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACIED TO CONCRETE. BLACK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AM 304 OR 318 SERIES STAINLESS STEEL WTTIR 35 k31 MINIMUM YIELD STRENGTH. WOOD mwif BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PEACE WITH WARNING NOSE:DURING PETR16DS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT.OR OTHERS, MAST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) YO DUSTING POURED CONCRETE' 10,PRODUCT MANUFACfURETYS 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. BUR.DEX. INC.TO MIN.f'c--3192 P93. WITH SECTION 1710.18.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING - 1/4'0 x 3/4'SOLID SET;AS DISTRIBUTED BY ALL.POINT SOLID SET ANCHORS TO MIN.Fe=3O OO W. LABEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-F1D4 AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fc=0350 pd. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPITS INDICATED IN THIS DRAWING PLUS ANY NQTE& BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) -THS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,.Le.WHERE THE.SRE CONDITIONS DEVIATE FROM THE RED. A2) 3/4'SOUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE POURED CONCRETE (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING 1JFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROMDEO HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO DUST. CONDITIONS DETAILED ON THIS DOCIiME)fT.CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RIESPONSEBUUTY. A3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEkM INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS NOICATED ON NOTES Ai &A2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED IENONEER OR ARCHITECT WHICH VALL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO DOS TING CONCRETE BLOCK WALL ASDL C-9O. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.ED.E:NGINER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX•INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS. (E) THIS P.ED.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.FNC;QNEER THAT - 1/4'0 CRETE-FLEY,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT.. NOTM THIS DRAWMNO SHALL ONLY BE USED TO OBTAIN B.1)MINIMUM EMBEDMENT OF 1/4'0 TAPOON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 7/47. PERYRS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL.BE AS PER SHEET 13. Y`MAL411111111111111 RAN' 9.2)3 /4'SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 IMJ``'CSO THE CONCRETE BLOCK UNIT.NO ` R A;rf4� ii4 FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG .�•.. YACEN `��� f'" ®sols MTECO INC. MAWN ec MINIMUM SHOULD STUCCO DW AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ �• S�c'••.9 y IRAN II FOLDING IMPACT PROTECTIVE SYSTEM AR/LLL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL � �= w rnln 03/10/13 ANCHORS SHALL BE LONG ENOUGH TO REACH IRE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE '1�* - E�0 A HNC. FMING SHUM CORP' DATE SHALL BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. 70M HEIMMEEr PLACE TLL1T 7CSIINo k ENGINEFRINO COMPANY Waf�M WCL X13 eme Nr.3eu.>L SEa 3m.10xw oAmAt n,v,ee 15-014 Tar t(J01pn-TSV.Fv,(.IIS)6'lI-1111 PTI:1900-613-dT71 eyneix to.. edAem rrvJ'016pEANteA ae O1GW31G Ne %,O�'''•'� RID T'.•�•NR.�;:' E9-0009719 y, WALTER A.TWT Jr.P.E. r.•r emne1 em. AAAAAA Y T: FLORIN Ue,0 44167 i-i w SHEET 1 OF 13 SMt' asJ• xar aeeo• sem• 2 zem• �1� � R ''°'"• 10 ." -.— -- _ - -OY - --_ ®-S AT W=0�' ©L—END C'E �L+ -((TTpp BE USED FOR ALG/NSTAUAAONS,`. 6067-76 ALLOY - _ - - ---- -6063-T5-ALLOY v..6,T-T5.ALLOY_ - _ - - __ _ �10JY INCLUDE PLRF1IRATIONS AS PER ---- - -_ ---- 0 ' :'r•C DEWL ON SHEET J) FEET pROHICHEl4 ABOVE CRADE ® 'RIOR CENTERPIECE MEASURED AT BOTTOM OF OPEN/NC 6067-76 ALLOY SEE COMPONEMS 20.21 R 22 ON SHEEr 3.) - - sem• asr• .nr -- - - zlsY - - - ' - --zeJe• -- �I96J' x7N• 9.017•_ .SAT .,sE• '�.. tsar xmr----- .yf .134• �. ass asa - , 8 .rm 3 oar n� - � Lr � •.mT .aez- I.ser '�• .Oel' .06Y xTJe' x6II s.7rs• zezY 60D ' xne• © 2'° MAX. R© WALL HEADER ® rZ`E7LBITGE4ER L ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAP 6063-73 ALLOY SILL��nTER HF" - G[if/ I LLLiCK 1 - - 'OY 6063-T6 ALLOY 6063-116 ALLOY 6063-76 ALLOY a . aoa•9 xese L2 Q aB0• COMPONENT a h t1 t2 3 J sse 2• 5'MAK, 0.125• 0.125' • .ass' ' " a � .aer• � � 2' a•MAX o.zs' 025' .osE f© 1• 2'MAX. 0.062• 0.062' ar.s- ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ` ALUMINUMM ANGLES ® 6063-75 HOOD 6063-76 ALLOY 6063-M ALLOY ` =•TB ACfOY oALLOY COMPONENTS a g �• 8 p11 pls FLORIDA BUILDING CODE(High @Non High Velocity Hurricane Zane) �� J i� ®2ols nLTECO W_��`Q�'•• ENS ' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM m W- -*� ;Ste:•��� F © ,3� f6 ACETAL{ xme _ IL E C O�w�. FOLDMG SHWER CORP. °'�a;°/16 S'slr BS Srf ® ; rOCI IMG^T�EaS"' a nwr nmNO a ENGINEERING COYPANV �T PUM r `T C' ® CORNER POST =* �� q€ F ;L�= eae a•sse sus.ux sae u a a snee W67 PALM BFAM FL 71 15-014 F`OR lJH 6067-T6 ALLOY 4�` a mac:al«ooamazm —J mn sEAANM Ne �sos3=rs-Accor P ®-00=719 Z-- WALIER A.28 I/2'LONG :� mut ww.Jr,P.E. ra eerrA oar P FlDFLORIDAFLORIDAU../1.4,87 sNFzt 2 OF 17 TNfIf11111111H� ,a —Ara (3)ROBS OF ma8 � 1/I-�HOLFS i roaArroF � . I ®e0 I i Fil SPACEl7 t , 0 1W TABLE 1: SOURCES FOR 8c opo Gv Iran! TABLE clw EACN SIDE r AaAtDA i -0pi X i i i OF iF000w(SE TABLE 1) OPTIONS stirs- i ppri SUMMIT prymC4PROFEWAMOp fPJ Opo ("p) 7ES t 37N2 s�9cPLASTIC Opp 20 AtDNV01MON st LUM tar RA FTSM1EN , , p 00 i = , 2tIISlt: -—- - i .---000_ _L__ -- SPECIFIC 0RAL4F/ ASTM 0792 0.03 mph o.oa mpd - _� I NENYNC � - --OHO _ - - _�-, _ Mrwornr, ' mimmw -_ ._ - ' '_."- TIX5U-YITD STRFN(DF1= -.—.__. ABrM-0638.., -_.9,400 P.a.I. ,9,50kp.;.f.-„ (� FUIYURAL StRENGM AT TECO ...- -ASTM-10790 13.600 W. 13,400'psL 1w FLEALSA.MGWL9s ASrN 0790 110,000 P.AL 345.000 P.T. b { poz i L MK7 me SwP-1N END �y - , 1.000, i -_ C$ i i C(1P 70Pj1T0TTUM MAX. y^ e� OF WWA7W Hamm Im -- ABIM 0258 1e FT-mpn 17 FT-mpn' (SEE TALO£2) Fm auwn,n r...e ---=_ _ y�{ i SMOKE DENSnY AM-D2843 -4'1.2% 84.5 1r AUX 1A LUTE OT BURNING ASTM 0835 C-r MSS C-1 CLASS tqq�� SELF ONDION ASTM 01929 104o'F 9807 _ry i i SPAT WfNdDw ki i i SLAT wRI 0.060'TMCN AM 6155 IMMYrARSCAMIWINDOW(SEE'TigBL,E iWEWt J �'E STRENCTii AFM WEATMIT11G ASM 83e '7M PAT. 8840 pl. 2 i 2c i N 791SRE STRESS BUME WE"NG I ASTM 038 8481 P.J. 8880 PAL "fit 40 I 1. i A AW..UVM�OFF.k4'�A1ARr MAY BE IN ONE WI N 12`AM SLAT cv i ENDS OF STAT TOP d•LLDYTDAL _ SLTY yayr WSr LLM A&KCENr TABLE 2 SOURCES FOR r, TO IECEs 4 OR NOR AT CORNERS OF PRODUCT. 700L CWAVY 0 i ' TTYv&PROPER716 STAA2WR0 UAM 000 ;--- ---; r—�o�r n L. A RL7EREiCE L APART 0 p 0 A P"Is973; 20 SLATIS i 040 ; SLATIS ' SPECIFIC GRAVAY ASTM 0792 0.042 m/N• A7x" ( opo i N i i VEWING (11 PJ 000 WINDOW L�seaTLiral d TETisILe YIELD SOIEIWI'H ASTM D638 71,500 p.eA. i 0nnn00 i 1/4 %MY OF DOLES agar om' F1FAtttLUt.ST32HIM M YQD ASTI 079D 15"0 pal. i EA 3PACE0 i ._sFTEXIIRAL MODULUS ASM 0790 450.000 pa.t iNC6GZ -m. /� i ,rAaLar�eR\ca i .Pu NdICNED 20D ASTM DZSB 0,6 FT-mpn roeureon0u 1 i lXREL7TOALS. � txOe � }fJE&1lL. 6: COEFFTgM�ow OF Tk1riUL EXf>MSfON AStilDM 55 x�2nfh=F Ilr-fir-,_ ,21 Z�%� 4G/G/ ,SNAP-lN .E�i1 CI,tP uaTMG tYUPElTA7ur8 ASTL 91579 5Do'f 70 BE USW AS AN OP77ON MR ALL#07lltAY10I XRT lrstil-0 E EZEV.A7TOR UNDEP LARGE AMSTL.E.ANY/NaUDE PEPF094MAS AS PER THISNTA2 -ATYP CAL 1A SLAT WINDOW DETAILS NN.(2)1NNDOWS ANY 8E M ONE MAY SPACED /� �/ /�/ / p �y / WN..24-APART(MAV-EMNY tO S7AII W tJ VIEWING w! Dow Qi. 1 L CL/PS TYPICAL ALTERNATE PERFORATEQ (SMALL MISSILE IMPACT) )SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT, 111 /y FLORIDA BUILDING CODE (FTigh&Non High Velocity Hunicone Zone) sup 02015 TLTECO INC. dQ2i TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM FOUING SHUTTER CORP. 03/DAtE+S ,Q TWr MEMO k ENGINEEWNG COMPANY 7089 NE76DLEEY RACE 9'�"i /^J rt9t fin. sl.ss.ttwiNa GMat.+4 R Sttee .i A�`, AT OF wa T^•• ni., t onal ,ezl WEV P909Fec M # 313 is-ota _2M�dhwk wDRAW"Me M-O0 r WALUA AJr.P.E. wx r ft wi - ■IW r eRs,pl telt PLORmI UIn 44i87 m ns ayene SMFET 1 LF I3 4\,7\1.• ®+ IA A - 2 OF O3 W/ O3 ,16 , 1© OR 19 (2) 4 O -5 -- - - --- = -- - t 7d z USE (2) AT JD' 1 rj 2 ♦ NOTES ON®& LOCKING TUBES @ AT@&Q. 0 O.C. FOR PANS �' Lou UP TO 99' c 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED D n AT 30'O.C.FOR SPANS UP TO 99'. USE THREE (3) FOR LARGER 1 'o FOR OSEE S(3) AT 3�0'D.C. SPANS SPACED AT 30' O.C.AT MIDSPAH. COMPONENT MAY BE y I ^t T1il1N 99'UP TO 144' (VTVD INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES 4�OR 6Q. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. Ewa 2. (2)LOCKING TUBES 5 ALWAYS BE USED TOP &BOTTOM AT N In PRODUCTS CENTERPIECESAT ALL INSTALLATIONS. LOCKING TUBES * 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 dill— T SEE LIMITATIONS FOR®ON SHEET 2 I L 1 S-END CONNECTION DETAILS ON SHEET 9 7YP.FULL HEIGHT.FOR 6 , O, O+ ,O+ 1 6 ,®+ 1 , CONCRETE CONCRETE BLOCK OR WOOD INSTALLATIONS. O O + O © O O 9 10 9 + 10 + UNLIMITED WIDTH ' TYPICAL ELEVATION N. T. S. 4 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SEE`TIONS 7, 7A & 78 ON SHEET 7. ' SEE SECTIONS 1W& 2W ON SHEET 10. SEE SECTIONS 4W, LAW& 7W ON SHEET 11. `, �Q� .........TJ�i�� FLORIDA BUILDING CODE(High & Nan High Velocity Hurtiaane Zone) SEE SECTIONS 7AW, 7BW. BW & 14W ON SHEET 12. , ®2016 MIT=M TITAN II FOLDING IMPACT PROTECTIVE SYSTEM i _= 4167 *" IL ECOtNC. FOLDING SHUFTER CORP. °SUITE its ' cc, 1RLT TE5TiN0!ENCINEEftlNa COMPANY 7069 HDNFREET PLACE L& wr. s.u.w, n.aoe, rF.ST it 1 �tl3 R.iut3 15-014 Etrw I pm7�l-ISL..Ia:LLEME,-,STI PH:t&Vm Ahl- �'� 19 a-ala oLeam ,wNel�q�Man.oan DRAMINa Ne WALTER A TIEB-DOM Jr.P.E n•a °e, eons ,s 0.aNIW Ele./44167 1I eYla+ e. SHEET 4 OF 13 / N POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. Omom RAM HOOD on" RAIN HOOD POURED CONCRETE / COSTING STRUCTURAL WALL OOtfNQJION 0.060"TNICK S.S. (NON-STRUCNRAI) (NON-SIRUCNITAL) REQUIRED. TTEIM (SEE SHEET 13) RMI7LoLER HOUSING 1.000 2.500•YM. MN. ED. ul _ / OPTIONAL t7a NTLON ( ij) / .a (ON-S0N �TRUCIURAL 0.855.0(TYP•) - - 1 1 d10 x 3,S.S.SATS 3/16"W/ ALUM POP HVE75 I 13 _60.373,LONG NYLON_ -3/16 ALUM. . — _I BUSHMO W/A 0.150" CONT - POP-R1VET5, -_ z�, ___ __ -- ___ _. _.-_ _ O 18'-0.6- --_- _ _ I ..(2•:4'YAIt)= $ LONG TOP stzlwN O.SOD• a1sT'.oz70' •18'O.C. --- S -- -_ - / -I- - OLD.AND 0.245•w7AND 0._030• Ile 0 IIW BUILM 0.773'LLRIC BatIDM TAFCON W/AOVANCm SLT;TgN 0-320.OD.Aro WEATHER I WIN.SEPARATION TIaaEAnPotar 1�wolD6Y 0215•E.O. SMPPNG EA POURED CONCRETE TO GLASS OR 1/4'0 EI.CO 1/4'0 x 1'TER OR CONCRETE BLOCK SEE SCHEDULE L10FS'TRUCIION PROOUCIs SIDE(TYPJ 1 or i WALL REQUIRED. (ON 5!427 13) 1 or .TTq CRETE-4. W/1 3/4' I SCRS.NS�w(fN NUT2axt• POpefdYE S,' ®t 8.1 ®T z MRL EMBEDMENT a 6'O.C. I WASHER O 4"O.C. a TB•O.C. 0045 or POURED CONCRETE OR CONCRETE BLOCK YIN.SEPARATION WALL REQUIRED. I aL TO CLASS Or or yg oOSHEET1� 3 LAIN.SEPARATION GLASS POURED CONCRETE '�—(SEE SWEDULE OR CONCRETE BLOCK ON SHEET 13) WALL REOURm. I f or CONNECTION C2 I 1/4'0 x 1'TEK ®t ui (SEE SLEET 13) I SCREW OR 1/40-20•x1• :AEB I SS.US RTllt NUT k .g g Q I WASHER O 4.0.c /IDLY SS Sus.W/1/-0 "L 1/4's TTw mL= x7'LONG NYLON BUsIONTa THf£AD 1" 1 s a i COIR80nm at (Typ.801701),ALIO 3/4' OR 1/4.0 tlto (SEE SHEET 13) LONG(fyp,TOP).ticcwr AT WALL FACE MOUNTING INSTALLATION COE6TRL1CTIw moaTCTs I 13 " ROLLER"°" "'p') SECTION 2 MN.EMBEDMENT"O 6'30.G WALL FACE MOUNTING INSTALLATION LF5AILI., SECTION 1 IleSPACING ANCHOR 4CHO GROUTED BLOCK REWIRED 1.000 2.500 MM. (MIN.ro—2 k I GROUT)OR POURED CONCRETE MIN. E0� WALL TC NON DOWN ML j WALL TNM(DECORATIVE SILO 0 @>J AN0 0 L SPAON0 STAGGERED ANCHOR SP CNG DECORATIVE WALL TRIM TRAPPED DETAIL FORM) MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETESECTION 3 u MAK.A.S.O.DESIGN PRESSURE RATING = +65.0• -90.0 PSF & CONCRETE BLOCK \LD1 I N`i //�Afri� FLORIDA BUILDING CODE(High & Nan High Velocity Hurricane Zone) SCALE. N.T.S. \ILI �ENs :J9r�i ®2°1s>bTEmINC. TITAN 11 FOLDING IMPACT PROTEC11VE SYSTEM �T` NOTE FOR COMBINATION OF SECTIONS: * E.D. =EDGE DISTANCE = w/10-315 I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) )))) IL ECO.... FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT'ANY INSTALLATION. _ :a�/S � � TILLIT TL'. RI �NO 8 ENGINEERING COMPANY Yp RKEWSTREET PLSH 3 ACE ,O•• F ;�` Am ac wI.c+.s+.Aon.Safoa vNmtNa n yIm 4] 15-014 �(F)AII-tem,rm,Olmtmr-Tin R6 1800-e -8371 ES-OO 44 mal:IOLsyAeel.mm wti.M6p hulLere.adn OIUWIRO Ye T S19 EE LIMITATIONS FOR®ON SHEET 2 � � � P'� �{•= WALTER NEW Jr.P.E � S FLORIDA Ue/44167 etnefl+ SNE ET 5 6 13 111111111 - -� 1/4b x 3/4'TEXS SCREW OR 1/4'x 3/4'SOLIS POURED CONCRETE OR/NUTS WASHER O e•O.C. ROLLER HOUSING I MIN.SEPARATION I TO GLASS NIR.SEPARATION CONCRETE BLOCK WALL % I TO GLASS (SEE SC*EO.. REQUIRED OPTIONAL RAM H000 i�-'(SEE SCHEDULE OOIR67+11� ED• (NON-SIRUCNRAu i ON SHEET 1J) 1 oI ON SHEE ®Dr ' (SEE SHEET 13) ®t •�`a t /1m13'SLS SJIS.W/1/Yr ALTETd14TE 3/16'ALUM. AL1t7TN0.7E 3/16'AWY. xJ/4'lWC MLON BUSHINGS PDP SIS O 5.O.C. POP RNE15 O 5.OG. (Y; TOP)AND 1'LONG(TyQ AT TSAR. AT REAL BOTTOM).EXCEPT AT ROLLER HOUSNG eol / ()NYLON - _ """a" ^ i n3' �3 I T "�,I �' 9j0.89s'r(lYiy.) <y 9 i .O'10'O.C.BOTH ROES' d / 3/16•ALUM.POP RAFTS --- - 3/16•ALUN.POP PN'15 - ---- 0-10.O.C:60TH SIDES - - - - - - 3/16•ALUM.POP O.LLG&TI 8 RVE,S O lB•O.C. ORIENTATIONSIO x Y SS.S.NS.W/ D373'LONG NYLON M.0.163x MIN.J/4'PLYWDOO RMN EWf/4 PLYNW,[BUSHMC N/A D.150• i MRL.SEPARATION 0.270'.0.030' 0 /2'MN LONG RIP SECTION Q3. TO GLASS ULTRAFAB REQUIRED n _ J O.D.AND LONG TTM wFAIHEIl 1/4•r TAPCONS OR 0125 LONG BOTTOM (SEE SHEETED7] STRIPPING 1 or µORS 6' NASLIER U BOLT TO f0'D.C. SECTION 0:320'O.D.AND SDE(•IYP.) ®t 8NUT 0145'Ld. >= g EACH SDE ("p•) 1/4'THRU BOLT W( 1/4'r TAPCONS OR WASHER h NUT O 5'O.C. POURED CONCRETE LL CRM-FLEX ANCHORS 6'O-C. CONCRETE BLOCK WALL _ E T Of RECURRED 6063-i6 CONT.xA W. CONCgETEPOURED CONCRETE BLOCK WSLUM.-niAN lE OR f£HEMUTE POP RIVETATE 3/16'ALM. ®t ANGLE REQUIRED PDP EAR ®5•Q.G STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING AT RF'R. SECTION 5 INSTALLATION SECTION 6 IMAX.A.S.D. DESIGN PRESSURE RATTNG-+56.0. -66.0 PSF MAX".D.DESIGN PRESSURE RATING- +66.0. -65.0 PSF La W l •z ` /, �f0'O.GWBORPOP s RIVETS O MM. GtAnoN S TO CLASS (SEE SCHEDULE j $ I ON SHEET 13) X85 �+! i ALTERNATE LEG / or x+ 6 ANCHOR ®T y 0. ORETTTATION CONNECTION C3 ALTERNATE TEG (SEE SHEET 13) &ANCHOR ORIENTATION 1/!'11 x 3/4'7176 SCREW W/ POURED CONCRETE OR 6/e•WASHFit OR 1/4•x 3/4' Fs-H-mr CONCRETEBLOCK REQIA� UOLO w/NUTS k 5/A•wASHQE o C. BUILD-OUT FAC MOUNTING INSTALLATION jSECTION 4 ,/4'r x3/4•T06SCfiEWR &R5/9-WASHER O 6pCNUTS INSTALLATIONS DETAILS INTO CONCRETE CONCRETE CK Q`"m & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. VT1 O A 01T0 FLORIDA BUILDING CODE(Mgh & Non Kgh Velocity Hurricane Zone) �.` .• '•••••. •✓� ®2015 TALTE001NC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN NOTE FOR COMBINATION OF SECnONS: * E.D. - EDGE DISTANCE S \CENSE % _ A.G./M.L. 1-MOUNTING St:CTI0N5 CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) TOLDING SHUTTER CARP. DvID/'5 IN ANY WAY TO SUIT ANY INSTALLATION. S -T- IL E C O INC, DAE * / •* TILER TESTING R ENGINEERING COMPANY W=PP F,HEMETREET X13 A••/ $TQ eax!xw.xa. w as Nrw a aImPit 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 Z .r r,Iy4� , I®-pop671e I�r leoo-Ba-e371 mal: OODSOetl.eam .w.1aMingelYMenuml DRAWING No i Ap) WALTER A.TTLLIT Jr.P.E. '+'. °a °�®• Fl.ORIM LTG/44167 tr R SHECf 6 fA 13 )RI(1111E141L111 •UIN.ED. POURED4FMOURED CONCRETE CONNE7'IIi. d (SEE SHEET 13) SSSING OFTIONAL RAIN HOOD (NON STRULT P.) 5x (2)NriDN 3 lox3•ss su.s w/SHIMS ROLLERS 0.655' DYPJ xJ/4' NG NttAN BUSHIING$ OYP• )AND 1'LONG(TR- I_ _ -' -807TOIQ,-EXCEPT AT ROLLER_._ _- d10 x 3'S.S.S.M.S.W/ 0.373'LONG RYLM AILM SUSI.W/A 0.150' I LONG TOP SECTION 0.500' O 16'Ox, O.D.AND 4246'Ld.AND COM.0.163'x0.270•.0.030' 0.273'LONG BOTTOM UL7IIAFAB WEATHER SECTION 0.320'O.D.AND STRIPPRNG EA.SIDE(TYP.) 0245'Ld. 1 or L1 (TYP) ®T AIN.SEPARATION ®T y U N (SEE SCHEDULE ON SHEET 13) LIN. ARARON eJ TO GtA55 (��EmILE / or .� MIN.SEPARATION �� ON SWEET 13) ®T 1/4'O x 1'TEK SCREW OR 3 TO CLASS �9 1/40-20'x1•S.S.MS KIN (SEE SCHEDULE— 1/4' or (? I OPTIONAL RAIN GUARD NUT&WASHER O 4'D.C. ON SHEET 13) ®t ON-STRUCTURAL) 7 ALTOMTE 3/16•MUM. I OPTIONM RAIN CUAAD POP RIVETS O S'O.C. AT REAR. = (NON-STRIICRRUL) I 9 + q Q ALTERNATE 3/16'MUM. n 8 MTFANAIE LEC I '� i3 POP RVEiS O LOGTON M71EI AT REAR. n i 3/16'ALUM.POP RNETS ANCHOR •`I emomm M G7 e• 9 O 10'D.C.BOTH SIDES - (SEE SHEET 13) F /16'ALUM.POP RIVETS 1 O 10.O.C.80111 SIDES EDGE OF O. 0. S�LIPBUGBLE SLAB E / POURID R NL7 OONELLIdI CQ APPUCABIE (SEE S/IFET 13) POURED CONCFiETE POURED CONCRETE /. RLT1111(ED. - •ION.E0. REQUIRED CO"mwTION •YIN.E0. •MIN.ED. (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 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) 02015 TILTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DI �C SIn' NOTE FOR COMBINATION OF SECTIONS: * ``Q�' EN 'P E.D. d EDGE DISTANCE �•V;•'� F•'••.• 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) w/1D/ts IIN ANY WAY TO SUIT ANY INSTALLATION. I�C O I,,, FOLDING SHUTTER CORP. DATE !— - TILLR TF571N6&ENGINEERING COMPANY 7089 Hk161H✓ffT PACE u�.aen hoe am,Vnom a+�5 n.alae WEST t I 6EACN.6 ivNJ 15-014 ? SEE LIMITATIONS FOR®ON SHEET 2 �0•,� naa"•11{IHA11f1�F �'Ce-�m'''�•as:Ompt1-m1 Pit IUM-6371 �: 1:MteeoOaa.mm raafeldYgehultee.mm DIMWR1a Ne .� EB-0006719 oR WALTER A.T6LR b.P.E. FlDRIDA Ue.1 44167 m�u•®.m N.M. �s� 51tEET 7 OF 1J •1 \ t[hmiu>,11111���' 'PoLm 00No+ETe on aeanm LoxaatE 6"N1x SPW 116E PER SCHEDULE BLOCK WM xETA1L@n (T)eats 00 1/4v rorm6 X X . ''x°t0�mP-) sornlaA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (RUBE TOP OR BOTTOM) # a/.,M.scar ------ ------ AT a as toNCTn a NLT. o 0 0 0 0 o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS �'+� -- --.----.----- - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE toeE Pw PRODUCT _ 80�m"LLO' 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/0.3/4•ra SaMW TUBE TUBE TUBE e 6•or. G !i Y 4•«310' 3.4,«3'J 60 106.0' r.1/C.Ulm +/41 LINUM 46 AM iigA?=I27x4"x1/8" 96" 85.0" 17 10 (SEE soc"n (SEE SallArE 144" 69.0' 13 -B 3 60" 117.0" 17 10 PEw6 pt _ 1/r - _ . _ 2'x4"x1/4' 96' 110.0" 21 12 -- -- -0053-TO Nuu.uz�.c - DD''PP - - - .sLYN WEE ') - - -- - 144" - 91.0" -21 -12 -0053-TOKIM. 80` 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELEVATION (TUBE AT ME) 27x5"z1/8' 96' 100.0' 21 12 144" 81.0' 17 10 FJIL x.TS SPAN Rl�L6IG1! - ' a t/a WL gO' 124.0' 21 12 Eo l>ro) 1 vExno'vmm 1/a•^P• 2"x67%1/8" 96 114.0 21 12 ©* 144" 1 93.0" 1 21 12 31a"« "« °f Y.4•«YcY«' $VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 3r 61 T64ASlWHh3E pt .ZSt/a1 tE11GIN SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN se�nuq FI ea m A1W.A+ItAE SHOWN ON TABLE 1. (�sO mulq .t Y Y TABLE 2: MAX. SPAN LUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 1/ay,3/4• SCREW 0 0 0 � MAXIMUM TUBE PRODUCT ALLOWABLE TUBE BEANGLE NUMBER OF ANCHORS • ecna - ---_-- ------_ SIZE SPAN LENGTHTH EA. END PER END OF TUBE 514N 7+I6e PER 3CJEDlCE - ---��-- -- -----•- ]':Y 1/411F1fCTN ' 600-Ts Alm 600-76 AUJU.ANME 60, 76. 13 12 (SEE s"Emn (8)1H'.3/a'Toa SUM' a.yq1 n X11 nRE PER 2"x4•5tf/8' 96' 60.0" 17 15 60 W'YNL m Y o�m lOd3nImINLT. NMIIdS crP3 ut�r m mN lgE, VI"I"a<1/sti 1xPow6 144' 48.0' 13 12 BLOM WAIL RmuNFr ANex1R4(hP.)(3Ee SClFDIAFD TYPICAL ELEVATION ( ,1BE AT BOTTOM) 80' 87.0' 21 18 SPAN TUBE MOUNTING iNSTALLATION 27x4"x1/4' 96' 79.0" 21 18 (e) /,C,.3/a•TD¢Sae. �''� 14'1 65.0' 21 78 Ar LnNomnwwuv tea•..3'.r. 35a n/4• a t j°. 1 ra. 80" 77.0" 17 15 l3TiG+N 6o63-T6 auAE AHME OPEN Won- (3)FWft or+/4'6 CME 2"x5'xl/8" 96' 70.0' 21 18 )O1P. ANCHM(se ` p t 144' 57.0' 17 15 8088.0' 21 18 Ot t 2"x6'xl/8" 96' 81.0" 21 18 Z Z 144' 66.0' 21 18 0 0 0 o INSTALLATIONS DETAILS Wj SPAN TUBE INTO POURED CONCRETE 1,14"•3/4'Rx� OR GROUTED CONCRETE BLOCK WALL ca000W oe•aa a o o--- ----------o 0 0 sPN1 tueE�,��u SCALE:N.T.S. 60ST-m Nlw o o O- 0 o O TUBE PEA SCHEDULE MAX.AS.D.DESIGN PRESSURE RATING- 1720 PSF 3 LENM a AueL N+nr-m `� i FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) « 8 (SEE smmum P ,• • : ®3115 TILIF.LO Wc. DRAT"BY: pT I ya; ENSF'••9 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM `MALL tTxx+m eoNoaTE p* __'_ 1 L E C O�T.�. FOLDING SNUTiER CORP. 0311015 cpEma nIGOC V L IaQNML 314•a 3'd rc 31Y.1/4' 1RS1T TESFLNO R ENGINEENING COMPANY Tis PST PSE 161CM BOCT-m AUAL NXaE mW xll.See.R va Sot,4p4=Amv- 331.! 1Y6T P)1M OE R.33413 ((6)tfa'x 3 4'TDrs seer s¢ TYPICAL ELEVATION (TUB AT MIDNP]OHT] Z' Plms+(3m)oTl-+33a,ra:(3m)Am Pit 1800-e(]-u7L 15-014 AT a ae I ( !X 8x-0 �i �i+(� -moll;Llteeaeml.eem m.laldingeeueelemn GRAINMO N. SPAN nME MOUNTING INSTALLATION Pa-000srl8 T SEE IYRAT10N5 F'OR®ON SHEET 2 1•-- WALTER A.ROIf Jr.P.G �. a a■ �• n ma%L /441e7 .NM sow r or 13 11 NJIL ED VPCaNS/CPEIE-F,D( (SE 51EEr /-FX6nNC GLASS E9 EG 1 x759*J EXSDRG (SFE 91EEr 1J) E7�IIMC SIRLcnnm _ STRLCR1RE 3/e•A iFOtE,Om H /{•A,e 1 J/{• 3/1e•POP RNM OR O CDRr180�FtJR APO" FLEX \ 1/4-■s/t•,Exs o (TMPD ,,Hotops o,e•o.G / 1 te-C.C. 1 1 1 1 ' /,r PCP 3 1 or j or �t- or or t TIERS o I r O.C. WALL ECCE �'ai _r--,___ SND-CONDITION so-a - - 9o.v - / - - - - \ 8 4 SH�WN - 1;4o:c3/4-MSD - - - OR 5 J F (>EE Ig1E t) (t) O JO O.c e EXTERIOR (�) Oso O.C.O xoSP a(J�wty�1TO 99• m .1-0 Ma9PAtYFOR // 1 HORIZONTAL SECTION 20 °ro'�� 1 a SCREW MAY GE INSTALLED D ' / \ HOR¢CNnv.SECTION .. OAR eDRR LMR) REwS Ex,F7 m) ROFIEOIR OR EJ(IilEOR) (LEVERSRMRIOR OR C(TERIO R) /1e'POP RIVETS rae/s'CONT. DR vruµ• I sl(wt VARY AT uLst sut AT 11(APPEv nsrAtEAltoNs 4 OR 5 Sm-1e naw ANCIE 4 OR 5 106•ta.C.C. / vaEaH/CRETE tiElc SHO p�E_ SHO AN,SIIXS O C GG 70 \ 3 fi SEE LBRTA110lLS FOR©aN sHTfT 2 EGSTM GSTM SIRICIu+E DOST toi01°smut uN _ --'" ncsma sTmlenlRE ra't,/e'cart. BUILD—OUT v'm. 500-Te AL ANGLE END CONDITION J/16-POP 3RrVS 1r OR 1/4•z s/{•TIXS aR Ex+snro sIR°e,unE END LOCK ANGLE ',vis°31/ 2 O..°C. END LQCK ANGLE IfGfRCMT SEcno, HMCMX SEC" NOTE.1 Y•"2111' ea61 Te ,//a .s/P 7D( COHr.ABTNr ANGLE SCREWS ALTA; TO ONE ONE LOCKING TUBE, PART 1� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR COM=o e•D.c INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A N o so•o.G o 3�' roR ue o 99• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. SpAN x(s)N31e so 0.357'x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oc o 4. PtttJJN FOR w TD iN'SPAN(TM Ye INTO IT WITH A 0.120' o.d. HOLLOW PIN.. THE BOTTOM 1.100'OF THE TIP SHALL BE 0.363' DIAMETER WITH INrtRlawnBE EAitiein A 0.200' LONG BEVEL TOWARD THE END AND A FLIT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 4 OR 5 OF THE TIP A SQUARE, 0.475'.0.475'x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE SHO ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG, A 0.366'x0.36ex0.630- LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE MUST INCLUDE A 0.684' P� DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. mD SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 1 OAX) HORIZONTAL FLANGE OF TOP/BbTrOM TRACKS. (LOR s RSR 4 OR 5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL. P!Tit(�T�4,, NoFUMAEscnm ��\� ✓ �� FLORIDA BUILDING CODE(Nigh&Non High Velocity Hurricane Zone) . = W201Sn'�01tC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM` END INSTALLATION DETAILS INTO CONCRETE No,44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) *= IL ECOitN�. FOLLIINc SHtmER CORP. °"D:°�'° TRlTr TESRNO G ENGINEERING COMPANY 'if"S"E"T RACE �, / •(4 m,Av.SM a st<SCE,wan,wme,R mao WEST rx:PUN ,eao-nJ-W7t eEY9l n JJtIJ 15-014 ��i� S ,•:\\A,\\\\\ FB-OOO6ea0oei.mm nO.kldiripduNsemn ORAWMO Ne WALTER A n Jr.PE rM r ,ma ATE RDRIDA Ilc. 44167 r•,onr d SHEET 9 Or M s 2A x Z x 1/e' 1 I 1 2 1 ANGLE E BR SO Mona PER SECIICN 1,SHEET 6 A A (2)3/Ie-POP WETS Y 11e• DIED OF Y x 2' ANGLE LEG WAY FACE _ AUJUWWM7CLE AVAY FROM w0t" d'� (0.5 S,OMN)OR TVMARUS 'S OPENNG NO ANCHORS my -----—- - - - ---- IanulaEn TO MW 19 1 BULD-Ow uOLR/r PER SECTION 4.SUM a (2)3/16•POP RKM EACH LFL OF 250- ANGLE ALTERE WALL EXTERIOR ELEVATION AND ILL'AND BOTH S NATDES PSN VIEW A—A B NT FOR ONE—\ OF PRODUCT OR ANSFS OPTIONAL SIDE ANGLE (2)J t/4 .:3/a �-SFLDON-4.-SRW-G)— TL70:OR J/1B•POP V' 1//2•x T��1�2 T e•x o•_2• rOVEP'PEA AN(�E lD 1(N.ALOL6^u� x TOP e: TBE DOTIOY OR TO TTALLL(z ) f]1 4 .TAPG°N/ d A,ANGLE SAB ® _ 1/4'•x 1 3/4' 171P�W 11S/CRETE-FLEX' ..T.' l �pLSES MAY BE MT MLTTORB O 10.O.C. 00 b- L DO i�6'x 4rOP TO1,55 OR EX6TMG STRuen9TE •0. ,., o,Y o.0. 3 ,n•MRL � W� CORNER POST ':a, OF OONCREM ISOMETRIC ` s AB (IMP.AT TOP AND ITOTTOY SIBS) END PIECES D MT 19 2 uo OR L oro TRAPPED END CORNER POST CONDITION W/ FLAT END NOWZONTAL SWmN FLORIDA BUILDING CODE(High h Non High Velocity Hurricane Zone) �`°E s� ®201S1B'W° TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM AL� END INSTALLATION DETAILS INTO CONCRETE. CONCRETE BLOCK & WOOD (AS APPLICABLE) N0.44187 .*= ZI L �Mo. FOLDING SHUTTER CORP. -/1D DA,E 11—TEBRNG R ENGINEERING COMPANY 7OQB 1 7'FVCE -o�' ma Nr.xn.a.se.>os vRONN exml;n s1m wEsr PAW BFAL]t.R 36N3 15-014 PH:1L1OD-613-W71 i U •'\C�� ®e-W08719.wn r...faLsngd.Menmm DRAWNO Ne E WALTER A.Tnlir.Ir.P.E. FLORID&,Da/4i 167 ,r wen � SHEET BA or 13 AA �1 "s? WALL FINISH _Sa OPTIONAL RAIN HOOD (NDN-SIHUCTUM) . ?� - - WALL FINISH 0.060-THIGH S.S. /10-3•SS.S.MS.W/1/2.0 X3/4• g ROLLER HOUSING �I N (TSP •TOPS� Complom N C2 AT ROLLER HOUSING(TYP.) S.S.ROLLS HJUSING s 21x4'DONT.WD00 I 3/16•ALUM.POP .HEADS RED /10 x Y S.S.NSMS.W/ - - 0.37J'(ANG NWAN _ PoVE15,O is,O.C. BUSltNC W/A 0.190• 0.183•x0.276' OOH14i110N C1 LONG TOP SECTION 0.500• �-�. 0.0.AND 0.245'1.1 AND ULTITAFAB �1 or 0.220'LONG BOTTOM y1NQt lJ '.-.� SECTION 0.320.DA AND ' 6.24s•La. SID:cm.) ® t �9r W .1 3/1s•aLuu.PDP (TP.) ted$ ��) HYETS a is'D.C. .SEPARATION Y = —TO GLASS ON 2S4 CONT.WOOD I LAN Ta GLASSa x (SEE SCHEbULE I or HEADER RFA'D. (SEI=SCHEDULE 1 Or ON SHEET 13) ®t ON SHEET 13) ®t 2•x4'CONT.WOOD PLATE REGD. 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TQE) 0 commom CI WAIL BNISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD A�N[� ��'. / � FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 Q. c ®2015 17LTEC0 fie. Op,�µN gIy �• \\GG�SF•'•.: ��'�. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM PAYM NOTES. NOTE FOR COMBINATION OF SECTIONS: ■ L03/10/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS 1T) = - IL E C O INe. FOLDING SHATTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I- MOUNTING SECTIONS CAN BE COMBINED _ x IN ANY WAY TO SUIT ANY INSTALLATION. a Q` TTLLTT TESTING a ENGINEERING COMPANY 7W HOISfFW RACE xa wn+M�or®ec n.m,ee WMT PAW WALK R.31113 15-014 •��ALt` ne.r LFKG-Ino.Far, Pit Isoo-843-a71 R10P s` mER ER 6i-000w1G.00m ...rdmaRaNaLre.-�„ DRAWING Ra WALTA.Tuff Jr.P.E. m. ms,s ����//�I LA IY f1T• ,A\ DATE nmm Llo./44197 , aNM, m SHEET/0 0T 13 1/4-0 t 3/4'7E76 SCREW OR 1/4'I J/4' . BOLTS W/NUTS&WASHER O e'D.C. VxB'OD..ii m)EXtnNG WOOD BEIM REDUIRED.srRUC1U21L ADEWACY OF EXISTING WOOD BEAM TO 13E CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR rl;�- 0.°60'THICK S.S. t SEE LIMRATIONS FOR ®ON SHEET 2 ro T'r+aOUCT INSTALLATION. ROLLER HOUSING 17 2'x4'COM _ C4. D REAM j OPTIONAL RAIN HOOD REQ'O. _- EQ. (NON-STRUCTURAL) NO FDR COMBINATION OF SECTION MOUNTING SECTIONS CAN BE COMBINED NYLLOON,BUSHINGS CW. m pow s.USI/2'd.J/4' IN AW WAY TO SUR ANY INSTALLATION, LONA roP) '•� AND 1'LONG Crm.BOTTOM),EXCEPT . f AT ROLLER HOUSING(TIP.) — - ---1zi3 -— --- _ - - - (,:a RaO 1- FOR WOOD-FRAMECONSTRUCTK)N:WOOD MEMBERS TO - - BE FIAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL i. I I T�"12' i 3116'ALUM. I I I J L POP RNEfS: J10 13'S.S.S.M.S.W/0.373'LONG NYLON C_ - I L�_'AL BU"G W A 0.150'LONG TOP SECTION 3 16'AILM. ALTERNATE LEG O 18'O.G i f 0.500'O.D.AND 0.246'0.246'Ld.AND 0223'LOW I Po/P RIVETS, I _NCONT. (SEE NOTE•) 0.163'x0.270'0.030' BOTTOM SECTION 0.320'0.D.AND 0.245'i.d. O 19'O.C. ULTRAFAB WEATHER MRI.SEPARATION I I STRIPFlNC TA SIDE ,�j TO GLASS ') T or ®t (SE S SHEET CHED1_ 1 or®t ,gt ROTI SEPARATION GLASS YIN.S PARAMCHEDULE a L`li (SEE SCHEDULE 4s1 TO CLASS 1 oI • 1111��(SLE SCHEDULE— ON SHEET 13) ��SCT ' ON SHEET 13) ®t ALTERNATE 3/16'ALUM ALTERNATE LEC POP RNIIS O 5'C.C. LOCATION OPTIONAL RAIN GUARD I ALTERNATE LEG AT PEAR. T- r-��-___ HON-STFRICIURAL) I I -1 T- L (Sr(SEE NOTE`) LOCATION I I� L Jj �I I __ (SEE NOTE•) I 1�____ _Ij n rf� -� ALTERNATE AW I 11 LL1JJ II _— I I I I IT POP RIVETS O S'O.C.M I li it T . I n AT REAR. 2'x4'cow. WOOD PLATE aA R S J/i o ALUM.POP RIVETS c \ 9 `-.`�. O 10'O.C.BOTH SIDES w {"- n I N z n SI 3/16'ALUM.POP RIVETS O 1aMC.BOH SIDES w EO EO_ 2'x6'YIN.W000 - pp g DECK REWIRED '4 ?OW PCU1I M 1/4'• 3/4'REF.:SCREW (No FlNIS}I A—) 1/471 It 3/4'IEKS SCREW i z 3/4'BOLTS W/NIRS W1 5/6'WASHER OR fib' 11 1 &5 6 O 6'O.C. � .3/4'EKILTs W/NUTS& 11 1 C4 1 e/e'WASHER O 4'O.C. Ir I I I2'MW.ED. C3 WALL FINISH wit PNISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION AAW (BOTTOM) SECTION 7W ����AAA`L��At(r4ipAYAAi'i FLORIDA BUILDING CODE(High&Nan High Velocity Hurricane Zone) NOtE :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED `�S1;'' S •:�{�T% ®2x15 nLTEco INC. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM A.aJYeLr. ".E� INSTALLATIONS DETAILS INTO WOOD = IL ECOINC. FOLM SHUTTER CORP. 03/1H°E1e SCALE N.T.S. '71' 7089 HEMSI EEf PLACE a 11WT TESTING&ENGINEERING COMPANY S"f '�` coca N•.JtW.Y.sl.m.Wxew a,PDOS n ATLar WEST PAW AOR.FL 6413 15-014 41' Lsm>+-Isv.rm,pn+I�I-Lm1 Px:ISM-643-MI mol:Utem0. _fddh9d-te-'_ GROWING N. �0 OP '••�'�` EA.RLR J WALT r-P.E FLDMIA LI!f 44157 einye m SHEET I f LF iJ 11111111 .V1— IN. TO GLASS NIR TOSEAA110N ( SCHEDULE CLASS ON SHEET 13) (SEE 51I �+ or® W ON 91E1.3)E7 IJ) yD�l{ L•i OPnORV.RAIN GUARD �� I (NON-STRUCNRAL) � 1/4'!x 1.TEN ALTERNATE J/16' SCREW OR 1/40-20•.1• POP RNEF O 3.O.C. SS.FV WmI NIIT aAT REAR. WASHER O 4'O.C. ES in J/L6•ALUM.POP RNETS z f0'O.C.BORT� EDGE OF SLAB S APPLICABLE EDGE OF SLAB ALTERNATE LEG k I omoI 7m F CI IF APPLICABLE ANCHOR LOCATION N n (SEE NOTE• N 2•x AWOOD - DECKK REQUIRED . (NO FINISH ALLOWED) C0141,010011014 DO EDGE OF 2•MN,E.D- SB IF EDGE OF U 2'MIN.E.O. APPLICABLE SLAB IF. APPLICABLE t SEE LIAUTATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 78W (BOTTOM) T EON.ED. 1'MIN.ED. NOTE FOR COMBINATION OF SFCTONS: 2•x NAR.WOOD DECK REQUIRED 7- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALLATION. MIN.SEPARATION SS FLOOR MOUNTING INSTALLATION PUTE REODCONT.WOOD .(SEE (�SHEET SECTION' 7AW (BOTTOM 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE RAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL - ,/-WALL FINISH (J)3/16• lAG 2' 2- SEE SECTIONS 8W& 14W FOR MAX.AS.D. DESIGN or®1 c SCREIVS W/2 1 z•uCi i wN.E.D. PRESSURE RATING k SPANS $ SDss NTexcoN�c b PT]IETRADON AT (27 OF RAFIIR/TRUSSEi o ALUMINUM TUBE 1/4•x4'(6063-T6)FLIT IX611NO DL wb°DQin PLATE W/1/4'0 x1•TIX TRUSSES OR RAFTER 2•x4•uRT.WOOD Alm SCREWS O V O.C.IN AT 24'O.C.MAX STUDS O 1a,D.C. 1/0BETWEEN TRUSSES OR .300' PLATE W/1/FO x1•lIX `I SCREWS O 4'O.C.IN (2) 1/4.0 INDS O SORE CRETE-FLEX BETWEEN TRUSSES ANCHORS OR SCREWS NDS WOOD SCREWS OR 1/4.0 m 8 EDGE OF APPUGIBLE) NDS LAG SCREWS AT MIDWIDTH OF M SND W/ g 2 1/z'Lon.THREADED PENETPA710H INTO WOOD I :y SND 1/00 Y 3/4•TER 1/4'MAX PLYWOOD EXISTING SOFFIT (2)tT,1.IXR -M--L-EQ. SCREW LT 1 NuT�20 x 3/4' 0.055'00 t7YP.). r yyLON 6DILSNM05(Typ 70P)AND/1• LONG 1/4'0.J/4'TIX WAS.SBOLTS 5 .C. h I 8 ITYP•)BOTTOM),EXCEPT AT ROLLER HOUSING - $ SCREW O 6.O.C. WASHER A 6 O.C. fla.Y S'S.NS.W/ 0.373•LONG NYLON I MOUNT TO WOOD STUDS MOUNTING INSTALLATION BUSHING W'ACAST INSTALLATIONS DETAILS LONG TOP .245-SECTION 0.300' SECTION 1.4W OTTOM) O.D.AND 0243•Ld.AND 0.167•x0.270' 0223'LONG BOROM MRL WTa1HEA N INTO WOOD qA4 /// . A.S.D. DESIGN PRESSURE RATING- +60.0, —60.0 PSF SECfiWi 0-720.O.D.AND ULTPAFIO T mitlllllf// 02W 1•d• (SEE SCHEDULE STRIPPING FA Q ���� . • FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) CNN ON SHEET 13) SIDE(TYP.) °r ®T o� SCALE N.T.S. ` ! ,........... ®2015 NLTECD INC. ORAWIL IN: Q LENS' 9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AG/LLL ��= I L ECO FOLum sHun R CORP. °%47E16 HEADER TO TRUSS MOUNTING INSTALLATION _ c3✓1 Ems_ TTLL,T TESTING a ENGINEERING COMPANY ��T R� Nra xa xp.n a ari A96LG n,SlItW WEST PAW TfA01 FL STN] 15-014 SECTION BW (TOP) =A., {T OF = �.,L�IbT,-,�.�..Lm,,-,y, Pit IB0�114J-&PI ��of..bodl.— _.fdAvft__ 110AWR1G No . F p' ,• ` wRO�RIW line.%1ii187 mAOA, ;` enr MAX. A.S.D. DESIGN PRESSURE BATING +60.0, —60.0 PSF ?a. a. '+Y � sf+Etr 1z ar 1J /If 111111111NI CONNECTIQNCAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE 11AYfu11M WIND PRESSURE [ns.f.) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND.CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) FOR CONCRETE& CONCRETE BLOCK CI®($ $PANS SCHEDUI�. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2' FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE wm NuxaAN aArs Sawa A MAIL CONCRETE CONCRETE BLOCK STEEL WOOD PRIr$ ,� r>trE ` CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK L+/-1 CONNECTION ANCHOR mmsmm PR�u+c t Brim TYPE SPACING TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE MI D.) 30 psf 144.0' 144" 180 Ib ft A B C A C E 4A.C,F-1 A B C A C 60.0' 60" 88 Ib !t 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/Fr 9 417 LB/FT - 388 LB FT - 134 LB F 35 psf 100.0- 100" 146 Ib ft Cl 6 r496LB/Fr - 418 L9 FT 236 LB/FT 202 LB/FT 383 IBM 432 LB/FT Cl 6 461 LB/FT - 418 LB Fr - 202 LB F 744' 144' 210 Ib'ft _ f 2. - ___- _.3 - --1 6 LB/FT 42 LB FT- 27.1- LB FT 3.47 LB FT _ 12 375 LBJFT - 334 LB/Fr ---- 142 LB/F 60.5-60, 100 Ib/ft C2 9 LB/FT - 362 LB FT 250 LB 190 03 FT 318 LB FT 380 LB F f _ _ 40 psf 100.0' 100' 167 Ib ft 6 - 419 lB FT 312 LB/FT 285 lB/FT 353 LB FT 443 LB/Fi C2 9 417 LB/FT - 362 LB/F7 - 190 IB/F 144' 144. 240 Ib ft 9 - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB FT 419 LB/FT 285 LB/F 60.0 60.0' 115 lb/ft 9 372 LB/FT - 309 LB/FT - 134 LB/F 80.0' 80.0" 154 Ib k C3 6 - 375 LB Fr 236 LB/FT 202 lB/FT 298 LB/FT 405 LB/Fr CJ 6 469 LB/FT375 LB/FT - 202 LB F 46 psf 97.0' 97.0" 187 Ib ft - 572 LB/FT 326 LB/Fr 304 LB/FT 418 LB/FT 631 LB/Fr 3 760 LB/FT _ 572 LB/FT - 304 LB F 115.0' 115.0' 221 Ib ft 9 I 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393.LB/FTI 9 445 L.B/Ff _ 370 LB/FT - 134 LB/F 144- 144" 276 Ib ft C4 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT _ _ 60.0' 60.0' 125 Ib k 3 972 LB FT - 682 LB/FT 389 LB/Fr 384 LB/FT 500 LB FT 753 LB/FT C4 6 561 LB/FT - 448 LB/Fr - 202 LB/F 8 .O' 89.0.' 187 Ib ft g 281 lB/FT - 224 LB/Fi 81 Ll3/FT 83 LB/fT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT _ 364 LB/F 50 psf 100.0' 100.0" .248 Ib ft 6 421 LB/FT - 334 LB/F7 122 LB/FT 125 LB/F7 214 LB/Fi 155 LB/FT 9 226-LB/Fr 224 LB/FT 63 LB/FI 120.0' 120.0' 250 Ib ft C5 6 F232LB/Fr FT - 334 LB/FT - 125 LB/F 144' 140' 300 Ib ft 3 843 LB Fr - 670 LB/Fr 243 LB/Fr 250 LB/FT 432 LE/Fr 311 LB FT 3 i - 670 LB/FT - 250 LB/F 60.0' 60.0' 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LBJFT 102 lB/FT g Fl 251 LB/Fr 215 LB/FT - 81.0" 81.0' 187 Ib ft C6 6 r491 B/Ff 487 LB/FT 323 LB/F7 - - 207 LB/FT 153 LB/FT C6 6 FT 378 LB/Fr 323 LB/FT - - 55 pst 100.0100.0" 229'16 ft 3 B Fr 975 LB/FT' 648 LB/FT - - 414 LB/FT 307 LB/FT _ 120.0" 120.0" 275 Ib ft 4 I r 301 LB/FT 183 l8/FT - - 114 LB/FT 153 LB/Fr 3 F7 756 LB/FT 646 LB/Fr - 137' 134• 330 Ib ft C7 3 B/FT 402 LB/Fr 244 LB/FT - - 152 LB/Fr 204 LB/ C7 4 FT 236 LB/FT 183 LB/Fi 60.0" 60.0 3 FT 315 LB/Fr 24480.0' 80.0' 1200 Ib fb 2 - - - 305 LB/ 12 FT 460 LB/FT 409 LB/FT100.0' 100.0' - 12 B/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 FT ,691 LB/FT 614 LB/FT - 115.0" t75.D" 288 Ib ft C8 8 B/FT 994 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 777 I.BJFi 921 LB/FT 879 LB/FT - - 131' 128' 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530'LB/FT 336 LB/FT 59.0' 59.0' 160 Ib ft 65 psf 92.0" 920 249 Ib/ft ANCHORS SCHf Dy LE DSEE GENERAL NOTE 02'ON SHEET 1 100.0" 100.0' 271 Ib.ft AIN SEPARATION TO GLASS--SCHEDULE _ 126' 123" 360 Ib k ANCHORS ANCHORS MIN. E.D. MIN. SPACING 60.0' 80.0" 175 Ib ft YO Psf 100.0' 1OQ.O- 292 IIIft 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 ZON HURRICANE ZONE 59.0" 59.0' 187 Ib k ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50 2.50' 9 N/A 4.00" 4.00" N/A N/A THREAOFORM TECHNOLOGY 75 psf 100.0" 100.0" 313 lb/ft 5'-10' 117' 114' 387 Ib.ft AS LESS 2 1/2' 12 5/8" B 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 psf 113" 111" 400 Ib ft 90 psf . 107. 104' 424 Ib ft >5'-10" 2 5/8"} 1" 2 3/4'} 100 psf 101 99' 447 Ib ft TO 8'-3' C 1/4" 0 CRETE-FLEX 3.00* 3.00' D N/A 3.00' 3.00" N/A N/A 110 psf 94' 90' 468 Ib ft 1/4" 0 ITW-BUILDER 1 0 psf 87' 82' 484 Ib ft >8'-3" 3 1/2" 1" 3 5/8" E TEK SCREWS N/A N/A NIA 1.OD" 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_ X14 NDS WOOD SCREWS OR N/A N/A a N/A N/A N/A 2.00" N/A 150 psf 69 66 493 Ib ft ,f 1/4" NDS LAG SCREWS 160 psf 65' 62' 483 Ib ft 0 AS DEFINED BY 15TH E-1996 STANDARD. ```�1N11A�Trt FFA/�AAiA FLORIDA BUILDING CODE(High X Non Nigh Vdxity Hurricane ZOr AH4�: } EXCEPT THAT 3 5/8' SHALL BE USED Q' '-.�''� ®sD,S nTEaD WC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °R&/B1 L+:LIMUUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `y�; •�CENSF A.AW" GrVM POSITIVE A.S.D DESIGN PRESSURE RATMO. .4, 4A & 7A. L-:AWL ALLOWABLE PRODUCT SPAN FOR A - - FOLDING SHUTTER CORP. GIVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING *;C3 F/y.��� TILUT TESTING&ENGINEERING COMPANT FW PP�R 3NI� FINAL MAxIMUM ALLOWABLE PRODUCT SPAN IS -o�;, S TC IIT "�Ka S°e`�" n mlee 1 S-D1 EQUAL TO THE�DETERMINED PRODUCT ��L(J�` ree..:�)QN-rm0.re.,I]a7p/l-,mr NAt,so0-ENJ•-B.AI <OfilO -matt:UReceOoaLmm M�.huflQaaan ORAMIw 1 SPAN BETWEEN 7+'AND t-• �I, ••, f, "0008719 +tr ®eM �� '71yN,M NALIFR A.71LLT Jr.P.C. FLORIDA U.f 44107 MM. rK SMELT 1J q