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HomeMy WebLinkAboutProduct Approval Castle f Impact Windows FACTORY DIRECT SINCE 1969 - COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Pro' e Information Building Information Owner: MARSHALL,MARTIN Wind Zone: 160 MPH. Address: 8104 ALISTER PLACE Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 42 ft. Mean Roof Height: 16 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psfl 1 Int; 74 62.5 7 31.4 -34.2 2 Int 74 74.25 7 31.0 -33.9 3 Inti 70 140 7 29.7 -32.6 4 Int' 37 74.25 . 7 32.5 -35.4 5 Int 19 63 7 33.9 -36.8 6 End 212.25 77.5 7 28.6 -34.7 7 Int 19 38.5 7 33.9 -36.8 8 Int 37 63 7 32.9 -35.8 9 Int 37 63 7 32.9 -35.8 10 Int 74 63 7 31.3 -34.2 11 Int 26.5 38.5 7 33.9 -36.8 12 Int 37 38.5 7 33.9 -36.8 I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 CuTst'omer: MARSHALL WorkOrder Number: 12162016004 N0301-2 Unit.No: Wall Opening Opening Shutter Shutter Slat Anchor Pressure' Width Height Width Height Length Spacing 1 +34.2 74 .62.5 74 60 56.75 6"o.c. 6"o.c. 1 -33:9 74 74_.25 78.25 73 69.75 9"o.C., 6"o.c. 3 -32.6 I 70 140 86:25 142.5 138:5 9"o.c. 9"o:C. 4 -35.4 37 74.25 51.75 75.5 72.25 9"o.c. i 6"o.c. 5 -36.8 19 6.3 25.75 64.25 61 9"6.6. 6"o.c. 6 =34.7 I 240.875 77:5 268.625 •.83:25 80 9"o.C. 7-0-c. 7 -36.8 19 38.5 28.75 43.5 40.25 9"o.c. _ . 9"o.c. 8 =35.8 37 63 51:75 68 64.75 9"o.C. 9 =35.8, 37 .63 5.1.75 68 64.75 9"p;c. TO.C. 10' .;34.2 74 63 92 68 64.75 9'b:c. J9"O.C. 11 -36:8 26:5 '38 5 40.25 43.5 40.25 '9"o:c.. 9"O.C. -12 -36.8 37 38:5 51.75 43.5 40.25 .9"o.c. ! r 9"o.c. ! ! i I I .Florida Building Code Online Page 1 of 2 Business &Professional qu =No rd H0r da DepaMMtof BCIS Home I Log In User Registration ; Hot Topics Submit Surcharge I Stats&Facts 1 Publications FBC Staff ; BCIS Site Map Links R Search Busines product Approval Professi I *USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ jProduct 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@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.1)df Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By i Sections from the Code httDs:Hfloridabuildiniz.oriz/Ur/Ur ann dtl.aspx?varam=wGEVXQwtDgv2aBQpHDQQe6r1Z... 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.odf 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.Ddf 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 Chapter 455,F.S.,please click here. Product Approval Accepts: secuti Alt iltlC:r httDs:HfloridabuildinLy.ora/nr/nr anti dtl.asnx?naram=wGEVXOwtDov2aBOnHnOOe6r1 Z..- 7/1/2015 r GFNER�L NOTES• 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO MSTING 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 MGH VELOCITY HURRICANE ZONES(HV M AND OUT OF THEM(NNVIIZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'0 CRETE-FLEX.AS MANUFACTURED Bf IIW/BULLDE%, INC&ELCO CONSTRUCTION PRODUCTS.RESPECTIVELY.OR/ 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVFR)&1009(MMZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DTRECTIONmm FACTOR Nam, Kd-O.B5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM AS.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ADM CONDITION,tU1.71dATE DOW WOW LOADS DElFDMINED PER ASCE 7-10.SHALL BE FIRST C_1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO AS.D,DESIGN WIND L41OS BY Y XIMYNO"ODI BY 0.6 01 ORDER TO COMPARE IN W/RPL.(AS.D•) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR CI THRU C4 AND CO THRU C8 DESIGN PRS RATINGS INDICTED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WNL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TD VERIFY THAT COMPONENTS&ANCHORS ON THIS.P.E.D.,AS TESTED,WERE NOT OJERSRRESSED,A 33 X INCREASE IN C2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR DATA NDS WOOD SCREWS DR 1/4.0 NOS ALLOVIABLE STRESS FOR WIND LOADS WAS W1 USED IN INET ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATIONC.2) SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS 13E FOUND ON THE EXISTING SECTIONS 16M&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. 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-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1816& 1604 OF THE (0) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE, FY-33 KSI(MIN.)MATERIAL FLORIDA BUILDING CODE 2.STATNLESS STEEL SHEET METAL SCREWS USED AT SLATS1Q&®SWILL BE f 10 x 3',410-HT MINIMUM SERIES W/173.6 Iasi YIELD -1/4'0 RTW BUILOEX TEK SCREWS,W/FULL THREAD PENETRATION_ SIW118Y WHf TENSILE Co.S0-SCREWS WEST CHE.,`ALL E COATED 1.WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED 1,101M 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YiELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF TIW BUILDEX TEK SCREW 1'. FOR 6083-TO ALLOY AT SLATS SHALL BE Fj-25.9 W. - 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 le»YIELD STRENGTH ANLL 90 ks1 TENSILE STRENGTH OR 7.ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL.ITW/BUILDEK TEN SCREWS AND SHAW.COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL.. B. R 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 SHUT ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. WOOD FRAME SURDINOS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PER16DS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TL)POSTING POURED CONCRETE: 10,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vi99-E LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.f'c�3192 psi. WITH SECTION 17148,3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. -1/4'0 x 3/4'STUD SET,AS DISTRIBUTED BY ALL POINT SOLID SED ANCHORS TO MIN. Fe-3000 W. LABELING TO COMPLY WITH SECTION 17111.8.2 OF THE FLORIDA BUILDING CODE - 1/.4'0 CRETE-FLET,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fO=3350 Psi. 11.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TNIS DRAWING PLUS ANY INSYES, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO_ At)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CREPE-FLP(NTD CONCRETE IS 1 3/4'. 12.(A) -THS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERNC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE,SIE CONDITIONS DEVIATE FROM THEP.E.D. A2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PFRMIITEO. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON INNS PRODUCT EVALUATION DOCUMENT SAFETY AT HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFFETY AT SITE IS THE CONIRACRIR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHAH-BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANES. IMUL ANCHORAGE SHALL BE AS INDICATED ON NOTES At &A2 ABOVE (D) SITE SPECIFICGIN PROJECTS SHALL BE PREPARED 6Y A FLORIDA PROJE TREGISTEREDADO WILLENGINEERBEES RESPONSIBLE F WHICH PRO COME THE ENGINEER OF REGARD(E.O.R.)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FDR THE PROPER (B) TO POSTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER•SHALL SUBMIT 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. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SED,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. -1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TNIS DRAYYING SHALL ONLY BE USED TO OBTAIN 8.1)111MYUA1 EMBEDMENT OF-1/4'0 TAPCON ANCHORS OR-1/4'0 CRETE-FITC-mm_CONCREIE BLOCK UNIT IS t--1/4__- PERMITS IN THE STATE OF FLORIDA MINIMUM LOGE DISTANCE(ED.)SNAIL OE AS PER SHEET 13. `````VU� 1I11A1111r����i//''' FLORIDA BUILDING CODE(High& Non High Velocity Hurticane Zone B.2)3/4'SOW SET ANCHORS SHALL Be ENTIRELY EMBEDDED(7/67 INTO THE CONCRETE BLOCK UNIT.NO V.•• ••. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 I/2'LONG ®2015 TOLIM0[Nr- mAwK Br. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO- \,�CENs�.•.•� y IRAN II FOLDING IMPACT PROTECTIVE SYSTEM Aa/M.L B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL, m/Oo/1s ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE ; - L EG•O mc. FOLDING SHIER CORP. DATE SHALL.BE AS INDICATED ON NOTES 9.1 &B.2 ABOVE. = ,�, *� * TWToes XOaTx¢i PLACE !%.yL6 T TENTING ENGINEERING COMPANY y�Y PINY BEI4L R 73117 ta.am,vuvAt swwaQrns n.s I. 15-014 . %9'• Q•`� ass GOB I-ten..'-.C,ns1eN-1311 FDF.1000-e17-em D� •,,� p .uke.Zot... ..r'am anal..oe DRAWING R. RID ••`� WALTER A.TILLIT P.E. ' oy///RATA•• •, FT.OMDA Um 1 44157 aan o MW 1 OF 13 i a000• Aka-T—W—D Sew',g. SLAT WINDOW D L—END © Z © RPOR CENTERPIEC�* ((��0 BE USED INSTALLATIONS• 6063-T6 ALLOY 6063-TS ALLOY =T5 ALLO 1NY INCLUDE PERFORATIONS AS PER (7D HE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE s ator DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE GRADE MEASURED AT BORt7M OF OPENING 6063-76 ALLOY SEE COMPONENTS 20,21 &22 ON y�3 SHEET J.) stse' saes' ter. e.)rr zlsY �� moi- . z)19' 2.011' zeJY R �.rsn• 'qtw 1 bran' .str .rm' .civ 1. .Gac• 8 .100* a .�. .�. ry .ecr .am p . 21 IATY — 096- .oma• � � Mz1 �. .ee�• .ar z)rs• ze�r © WALL HEADER /r[ Cr CEILING ® Q D SILL C ® b M 6063-TS ALLOY 1= EAn �l K -TRACK AD' �' A[LOY"`" —�-�-.—. 60 =ALLOY.`_"." ^^--6063-T6 ALLOY av- zme t2 d00• COMPONENT a h t1 t2 e ® 2' 5"MNG. 0.125' 0.125' .oxY .oso' p 2 4"MAX. 2"MAX. 0.062" 0.062' S RAIN AALTROTTOMATRACK ADAPTER © BOTTOM RAIN GUARD �ALUI6�INUMt`�ANGI ES' ® 6063--T5 Y 6063-T6 ALLOY 6063-T6 ALLOY -TB:ALLOY -----_COAWPONENTS � dao• �QAG6mr3�8" = 1" -- -- — - $ d /�L� FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) tk.ruz' ��'\ ,••••••••.. r/ �� ®2015 Te.TECO INC. OPANN W.. ~ ��`P�'•'' ENS 9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Jn•V Ste: \\G F © _6`ACEfiAL' = �ZL " fOLDRIG SH ER CORP. 03/10/," _ Il. E C O���. .-y-��T��p �j�7p► ® ILQCKING TUBES/ LOOa• � TIWT TESTING k ENOINEERINO COMPANY 70°e PLACE �.5-1)14 3VB7.OSCiLti II S' .� 'Z* /• ;�•2 oee fur.xe. sa as v/naa� A. Mk3T PALM BEACK FI.53415 AT' CENTERPIECE" ® CORNER POST - / fi€ F ;Ly f�' IMO. t ,� PIG,Ba�w dnt `LT e-mae: 00090001xom vwld9A�+Rtenma DLUTGNG Ne J-rs-'2A LbY 6063-T6 ALLOY ��'O P,��'•' m-000cT,a 28 I/2'LONG ,�� yB \ WALTER A.FIDftIM u`L.;u167E' mnoie s1@IT 1-1 1J \\ ' INllRllllllllt� , I , e ..� i {J)RDW5 dF 'rToaArmP j ,�,II,, i E,14 SPACCEEO i O"O ?� i r--__ �_� i z-OW EACH sm£ TABLE t: SOURCE'S FOR &Q O O , LA'REMONS, i ' r yam. ' i 6WA.1 {SEE rABLE 1) sots i Opaw 000 SLAYS ' ! e° j TYp,PRoperms SFANom SAW ovo ume KNucKL£ 000 KNUCKLE REPER81 TE maw./577B U PLASTIC fTrPJ 000 tTT�j 20 LLe.WmatoN Jr LDW ray AM 000 iL 000 �__ �_� W M SPECIFIC CRAVIrY ASTM D792 OD43 m/u; 0.043 th/ki 000 Mho.=- fli ' nA> yr TFNSEE NESD SRREMN ASTM DSM 9,400 pA.L 9.500 P•el. . ' FLEXURAL.SIRENGTH AT YIEI.O ASTM 0790 12,500 P.P.I. 13,400 P.aL ,�'� FLDMML MODULUS ASIV 0790 340,400 P. L 345,400 P.P.L ' q i SAWP-!N END 000 i 2 i i CLIP rop/Go TOMNOTCHID R� ASTM 0250 18 FFlbffn17 Ff-2/In 2 (S�W 2) MING OHARACWtEftICS Em SMOKE DENSnY ASTM 02843 473 F 64.5%MA%RATE OF IR1r��ING ASTM 0635 C-1 CLASS C-1 CLASS ;A SELF 1GNRfON ASTM 0!924 7040'F 980SLAT WAVOW 4�L SLAT N7NOdW0.060'THICK WFP1HPa,N�o- /STI!0150 POL7YrtXBOAW7E MEINNO TEWWLE STRENGTH AFTER WEATHERMG ASTM 638 9302 Pal. 8840 P.L ,,,•` ' i z ' i Efd7E5: WMt70W(SEE TABLE 1) TENSILE MSS BOWIE WFAIHERING ASTM 638 8481 P.P.I. Mau P.Pa { T� i i i -MAX{2j WAVMS MAY RE W ONE SLAT SPACED V A .,41,14 OF.24'APART; WHR 12'MM.f770M i EA1O3 OF SLAT TtTP h BOMAE TABLE 2: SOURCES FOR SLAT MLLST �E NOR RED WEBS O .. i a TO lEL'£S 4 OR NOR A7 CORNERS OF PRfXLLW:E � � ARSIER I=CO~ 003 I r___ —__i A�'!T TfINDOiY DETAXL »rActL REFERENCE 8tACK N>VPPART 000 ; ; ' aEVARON �gf 000I PHYSIcu' 2 SLATS O O SLAT'S SPECIM GRAWY ASTM D702 0.042 1D/rn' � ANfJCW' � O00 � KH i HEWING tdETdLEMC,6l: fITPJ 0000 (IYP} ; i , i WMDOW gg TENSILE rftD`•rRENGM AM 0639 11.500 P.J. y 000 {J)RUMS Of ( J rYe of tl 0.330• Mo' FUDWRAI STRENGTH AT YEtD ASTM D-M 13.000 VW. 000 i/4'r TmtEs ; FLEXUHAL trtallts As1TA D79D 450.0o0 psl rl 0 FA SPACED umAT i bil�AJIART ' TswtarAxABPe i .Pa• °A°P• NO1L'AtED 2GD ASTM 0258 0.8 FT-15/In ��$TT� roetAT,nTlOM ' DJRE1.770NS � POae THPRIW PROPERTIES• ' 3730• ysp• COEFTICI NT OF THERMAE EXPANSION ASTM 0696 55 P 1DInA-F �.�� 21 Z_CLIF 4GTil ,SNAP—W END CLIP =r.G im�APETTATURE Amt 03419 15 a?F V am BE USEDAS.W OP770H RTR ALL MSTACLATXXJS (9 epi T DOW FJMA77OIN . M00 LARGE NPMVMAY WaWE PERFORIPM AS MTNIS DETAIL TYPICAL (IA) SLAT WINDOW DETAILS -AAM: (2j HTNDOW5 MAY OF IN ONE SLAY SPACED �ry p uM. 24'MART(AWL EVERY 10 SLATS). W/ � G WINDOW C]CC CUPS TYPICAL ALTERNATE PERFORATED -- (SMALL MISSILE IMPACT,) ,1 SLAT WINDOW ELEVATION - ---- -- ,LARGE MISSILE IMPACT Iti` pf — FLORIDA BUILDING CODE(Mgh de Nan High Vetocity Huntcone Zone) y`'ON � .••" d,Q�4502°!5 BL7EG0 INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM! Vii= 0.Q.•v�GENSF ' - - FOLDING SHUTTER CORP. DATES 0Are TILi2T TESntM 6:ENGMEERNO COMPANY 7089"DISMEET FIAM 4333 rW. Pi 344.>m,W,r1MA B..Cm 33— WEST PALM BEACH.FL 35413 "*' �'(,0.F .,•r R^•'<ss'n,-rsrP. : s"3t Ptt 1800-943-0371 15-014 o-rney:tatPea00M2dn Yfr.Raek,Oh,Ataf.ean bPAWK4 Ib S A'•. EB-OOOB719 P,v.r aanv, as rv.r mswwP ant i WALTER A 71WT Jr.P.E. i� FLORTBA tle.!44187 m/nn= SHEET S OF 13 �s+i�N• S • NAis.»tt1NT1ti�`` 20r�}3WI1�3 ,,6 , ,7 OR ,9 4 p 5 (2) . w AT 30' rn w UP 70 gg•PANS �5 �i 2 � NOTES ON @& LOCKING TUBES @ AT(4�3Q. 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE(3)®AT 30"O.C. AT 30" O.C.FOR SPANS UP TO 99".USE THREE(3) i0B LARGER 5 SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY 9E °lon FOR SPAN LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED�ENTERPIECES os THAN g9"UP TO 444' 4}OR @). LOCATION OF a SHALL BE AS SHOWN ON TYPICAL ELEVATION. o 2.(2) LOCKING TUBESSHAALWAYS DE USED TOP 8 BOTTOM AT In PRODUCTS CENTERPIECES 4 IDR 5 AT ALL IHSTALLATKINS. LOCKING TUBES fi Se OR 1 (L r SHALL BE SECURED W tEYERS AS SHOWN ON SHEET 9. Lu T SEE tIMiTATms FOR QA ON SHEET { 1 END CONNECTION DETAILS - ON SHEEP 9FULL HEIGHT,FOR TE, s ' + O+„ 6 ®+ CONCRECONCNC RETE BLACK OR `!f WOOD INSTALLATIONS. s + ,o , a+ ,o + a , @)-F ,, UNLIMITED WIDTH TYPICAL ELEVATION N. T. S, 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. -"-' -- - --SEE-SECTIONS 4-THRU 6_09_SHEET 6. SEE SECTIONS 7, 7A A 78 ON SHEET 7SEE SECTIONS IW k 2W ON SHEET 10. . -- - -- SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 78W, SW do 14W ON SHEET 12. .............✓ FLORIDA BUILDING CODE(High k Non High Velocity Hunicene Zone) lye 02016 tLIECe IN-- TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM o�.L. 4167 "°�""' [L p FOLDING SHUTTER CORP. �AN _ tMe. nac • i l 1 TFLUT TESnNO R ENGINEERING COMPANY 7W •T PLACE sa,wma oxmos,n.affee NEST PAW�.ft U411 15-014 ��/'��,, T.•{S\T�,\.�\\Q n...s®fto n[aD}6n_t9f ww 18CO-9/.T-Eat rd�q�utlse•mm OtnMNG Ne W14YM A.TRlt7 Jr.P.E. �••` yrs � +"'- oauwnf �,/•• ••N fLCRiOA t1e.{44167 wnYN s� SREEf I iS f1 POURED CONCRETE AR CONCRETE BLOCK WALL REQUIRED. POURED ExsTNc NDN STRUCTURAL WALL OMN(1.060.THICK SS. OPTIONAL RAIN HOOD (NON-AL RAIN HOOD CONCRETE % TRIM(DECORATIVE HEAD) (s 1Jj 9 a,GGO"LER HOUSING ICKSMON-STRUC URAL), (NON-SIRUCRIFLLL) �`.. •) 6 1.000 2.500•MN. MN. ED. . OPTIONAL 'z0.6(2 R)5O.IN0IFYLR(TOSYPI� �. OOIM1CId1 CZ .� N OW N (WIN-STRUCTURAL) I 1 $ 1 010■3•S.S.SNS.W/ c I 13 0.373•LONG NYLON ALUM. DN J/18•ALUM.POP RIVETS. 1 BUSMNG W/A 0.150' OOM• POP RWETS, a 18.O.C. 1 (r.4"MAX) — p LONG TOP SEcn N O.S00' 0.183•x0.270' a 18'O.C. I I { OD.AND 0.245'Ld.AND 1/4•d RW EMRI7FX 1 0.223'LONG BOTTOM Ul RAFAB I MN SFPAMTION W/ 1 st:'cfHON 0320.O.D.AHD WEATHER POURED CONCRETE TO c1A55 OR t/4'6 Lito 0249'Ld. SIRIPPNG EA OR CONCRETE BLOCK .�j CODSIRUCIfOrf FRODIICIS 1 1/4•A x i'TEK S��•) i Or �3 WALL REWRED. (SEE SCHEDULE 13) i Or zi$ CRETE-FiD( W/1 3/e• SCREW OR H NLIT& J/1B'IETS. ON SHEET IJ) I S.S.NS WITH NUTS POP RIVETS. 1 ®t ®t MN.EMTEAAEJar O Er D.C. I WASHER 6 4.O.C. O 1E•O.C. / or POURED CONCRETE 1 I ®t OR CONCRETE BLOCK 1 1 NN.SEPARATION WALL ItE0lFIRED. I i Or Z TO C1A55 0r OONSHEET 3l) ®t .S ®t i MIN.SEPARATION GLASS 1.. 1 POURED CONCRETE OR SCHEDULE OR CONCRETE BLOCK WALL RE'OUFED. % 1 ON SHEET 13) 1 or OONNECIM C2 % n 1 1/4'd x 1•TEX ®t / ? (SEE SHEET 13) ? 1 SSCREW WITH NUT2kx1• WASHER a 4'.o.c. '/ 010x3'S.&S.M.S.W/1/2.6 'Y I/4'6 my BUL.DEX rAPc N N ADY,` xl'IANC NYLON BUSHINGS 1}dfEADFOf1l1 1 OR (SMEIctE�'.'d (SEE trw•B°Tr°1>•AHD 3/+' WALL FACE MOUNTING INSTALLATION COSTRUCTI.,/4ERo1>o°LT�s SHEET 1J).. LONC(Typ.TOP).FXCEPr AT . IKMIFR Housew(TrPJCRETE-PUD( w/1.31C I (z•■4•MAX)SECTION 2 MN EIJBEDNENr O D.C. 1 WALL FACE MOUNTING INSTALLATION CFSANCOHCR SECTION 1 1T)' �A�` SPACNG GROUTED BLOCK REWRED 1.000 2.500 MN. (MIN.r—2 W GROUT)OR MIN. ED. POURED CONCRETE WALL TR NON STRUM SI . j. WALL TRIM(DECORATIVE SILI,1 O 6 AHe1roR SPAONa STAGGERED, ANCHOR SP CNG DECORATIVE WALL TRIM TRAPPED DETAIL FOR MOUNT TION INSTALLATIONS--DETAILS —INTO—CONCRETE --MAX.-A:S:DrDESIGN-P 65.0,--90.0-PSF— & CONCRETE BLOCK FLORIDA BUILDING CCDE(High &Non Hlgh Wt ity Hurricane Zone) SCALE N.T.S. `�.�Q:•.• ENs�,;J9 y (P2OtS TL.TOOD INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COM8INAT)ON OF SECTIONS: * ED. = EDGE DISTANCE = 03/10/15 ILe E C O . FOLDING SHUTTER CORP. OAU 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = 7MR�T�T PLACE IN ANY WAY TO SUR nwr tEst1N0 a ENCINErRiNO COMPANY ANY INSTALLATION. 'a /�' nm x.�.aee.sr.bti aoa,veNao roBmr n glee •T PAIL fit•FL 3.74,3 15-014 ' e' S F :'� r,H:,eoo Ba�sr, DRAWING-GOD6eer.mm .+r.,NSngehulEsa.mn, ® 71Ne Ft SEE LIMITATIONS FOR®ON SHEET 2 wAt Ta2R TRLR Jr.RE om.:n rrr.r a' .FLNEOA U./44167 4':4b SHEET 5 OE t3 pl � nannn 1/4'0 x 3/4•TEKS SCREW OR 1/4•x J/4• POI1RtD CONGAEfE OR/NUTS k WASHER O 8.O.C. ROLLER ER HOUSMC 1 IRA.SEPARATION ! TO CLASS OSO'THICK S.S. MIN.SEPARATION CONCRETE BLOCK WE j � 1 ro CLASS N SHEET 1J) (SEE SCHEDULE OPTIONRAIN HOOD O 1�—(` SCHEDULE ON SHEET 13) or �S W. AL(NON-STRUCTURAL) I ON 1 Or 3 (SEE SHEET 1J) OV SS SMS.W/1/2b ALTERNATE J/16•ALUM. ALTERNATE 3/16'ALLY. x3/4'LONA NADA BUSHM6 Pop f0YfT3 O i'O.C. POP MhTS O 5.O.C. 1 (TYR.T0�AND 1•LONG(TYP• AT REAR, AT REAR. 1 R H80TTdO.�E%CPFPT AT ROLLER (ROHYLONLL �=� j �_ 1 t n= • o o efts o Cr?O.) 1 n 9 1 �Q.EQ d 1 3/16•ALUM.POP SOVIETS 1 R i O 10'O M•B0�SIDES i O 10'O.C.BOTH SIDES a TE 3/16•ALUM.POP O. LEG&TIONARC8 RNETS O 18.O.C. ORIENTATION /10 x J'SS.SLS.W/ 0373'LONG NriON 0.163•. MM.J/4•PLYNOO,D BUSHING W/A 0.150' MIR SEPARATION 0.270•x0.030' 8 MIN.3/4'PLYWOOD 52 1/2'MIN. REQUIRED LANG TOP SECTION •• 1 l0[IDBS ULTRAFAB O.D.AND 0.245.1.d.AND WEATHER f.T •1/4.0 TAPCLPIS oR 0223'LONG BOTTOM (SEE Sa8dN1I.E STRIPPING EA r Or 7 p E I q 1/4•THRU BOLT W/ SECTION 0.320.O.O.AND ON SHEET 13) SIDE(ATFL) ®t 01 8 ANCHORS 6.O.C. FWACH SIDE- 0.245' O l0.O.C. 0345'Ld 1/4'THRU COLT W/ R POURED CONCRETE OR WASHER A NUT O 5'O.C. 1/C A rAPCONC 0(1 ' I `� CRETE-FLEX ANCHORS 8'O.C. CONCRETE BLOCK WALL _ E �Or REOIIRED 6063-TB CONT.xALUM. CONCRETEOBBLOC WALL ALOR 5'LY.NIGIE OR fE]frPLATE ALTERNATE 3/1 B'AL1111. ®T AN(RE. REQNRED 'POP RnIETs O 5'O.C. STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING AT iR. SECTION 5 INSTALLATION SECTION 6 IMAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0PSF MAX.A.S.D.DESIGN PRESSURE RATING- +66.0, x-66.0 PSF W 't1 3/1RW 6'ALUM.POP ETS O MOL SEPARATION •z Z 10•O.C. OC.BOTH SIDES CLASS �—(SEF SCHEDULE ON SHEET 13) a Qg ' 1 Or w OS I ALTERNATE LEG LED 1 &ANCHOR ®T n 0. ORIENTATION CON SIMM C3 ALTERNATE LEC (SEE SHEET 13) &ANCHOR W ORIENTATION 1/4Y x 3/4•TB(S SCREW W/ POURED 00NCRETE OR fi/8'WASHER OR 1/4••3/4' •= CONCRETE BLOCK WALL BOLTS W/NUTS&5/8•WASHER O REQUIRED 4 D.C. 7 BUILD-OUT FACE MOUNTING INSTALLATION ,QN« 10 SECTION 4 (SEE`SHEEr 1--)�' / W. E0. 1/4•A x_3/4•TE16 SCREW POURED CONCRETE OR &R5/88'WASHER m S'D.C. N� CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE mum ---- - -- - --- - - -BUILD-OUT FACE-MOUNTING--INSTALLATION___ & CONCRETE BLOCK SCALE N.T.S. o -BOTTOM) FLORIDA BUILDING CODE(Nigh&Non High Velocity HurriOone Zone) • : �A11 `����,•,,.•�••••.,, �� WN BY.- 02015TILTEOOINC TITAN 11 FOA.ON.L FOLDING IMPACT PROTECTIVE SYSTEM ./. P LENS ' 9 A 4L-LITH FOR GnMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE �'• �� F 10/15 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. 01 DATE IN ANY WAY TO SUIT ANY INSTALLATION. r I E C O INC. DATE *� + J •* TLLTT 7ESRNG k ENGINEERING f.WIPANY �mmonnar P M X13 / ax xs xa,u,s.ay Wes-oaxxs n.alae 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 �r•p�;1 5T G N ; -1�. •L� -1�1 Pik 18lgd m-937L 4-meD.LDteeeOetl.cam xPik 18 0q 1143 6VI DMWINO Ne ®-COW19 �a 1i— WALTIIi A TLLR Jr.P.E. FLORIDA Uil /44167 WM• R 92R B fN'1J x rirumulpLA�� •UIN-ED. POURED CONCRETE CONNOM1 O REQUIRED (SE SHEET 13) 0-060'THICK 5.5. ROUM HOUSING OPTIONAL MIN HOOD (NON-STRUCTURAL) 5� (2)NYLON1Qx3'S.S.SYS-W/1/2.4 ROLLERS 0.855'0 (r1PJ xJ/4'LONG NrION RUSHING$ (Typ.TOP)AND 1'AT ROIA1NC(Typ. B RONOM)•EXCEPT LLER HOUSING(tYPJ 810 x 3'S.S.S.MS•W/ a 373'LONG NYLON 3/16'ALW. BUSHING W/A 0.150' POP RAS• I LONE TOP SECTION 0 18'D.C. O.D.AND 0.245'I.d.AND CONT.0.1577x0.270'.0.030' 0.223'LONG BOTTOM ULTRAFAB WEATHER _ SECTION 0.320.O.D.AND STRIPPING EL SIDE(rYP.) 0245'Ld. ! or i or (� GLASS. ®i AAA MMRISFPR�AM ®t rn 3"[ (SEE SCHEDULE ON SHEET 13) LUL ARATION 'TO GLASS 1 or (SEE SCHEDULE MIN.SEPARATION ON SHEET 13) ®t1/4'e x 1'TEK SCpEW OR TO GLASS Or (NON-MRUCTUR ,B 1/M-20'x1•SS.ILS Yrt1N (SEE SCHEDULE T I OPTIONAL RAN GUARD NUT k WASHER O 4'O.C. �ON SHEET 13) AL) I 7 ®t to ALTERNATE 3/16'MAIM. POO RNETS O S'0.4 l OPIICNAL MIN GUARD (NON-SIRUCiIMA-) AT REAR. I ' '. g Y S POP RIME 3/1 B'RAIU. .. 9 ALTE7LNAlE LEC '� i3 POP AR. O 5'O.C. L 5 j0F CWITH AT REM. s 3/16'ALUM-POP RUM OMMMIIOII C7 n , 9 O TO'O.C.BOTH SIDES (SEE SHEET 13) ' /16 ALUM•POP RNELS 0 f0.O.C.BOTH SANS r EDGSAPP LAEF EDGE POURED CONC. APPIKJ'BLE/0/ REQUIRED7 ROEG IREDEDpEWIREO. - •MIN.ED. COlmIOM CD •MIN.E0. 'AIN.ED. (SEE SHEEr 13) •MIN-ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS- DETAILS _INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. — - —'- - - - - -- - --- --- - - —---—-- - -- IH /SAA FLORIDA BUILDING CODE(Mgh x Non High Vebeity Hurrie0ne Zone) `�\\�•.••"""••.• r/4. ®2015 TILTEOD INC E.D. - EDGE DISTANCE TITAN If FOLDING IMPACT PROTECTIVE SYSTEM °�R` wN N91F�EOR COMBINATION OF SECTIONS: * Q;.• 'P 1— MOUNTING SECTORS CAN BE COMBWED (SEE SPECIFICATIONS ON SHEET 13) ? 03/t0/t5 IN ANY WAY TO SUR ANY WSiAL1ATI0N. — I E C 1Nt:. FOLDING SHUTTER CORP. DATE t— * � �'k' TIWT TESTING h ENGINEERING COMPANY WSp FL U413 / Rae wr.xa.t4,sae 7D3 vRv:W aViODe:n.7J16D 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 •,Q'•, A .��` R"""L5�7FN-DOo•rm:(�t7mt-tat 1870-01J-6T7t 4-mal•LAMeoOad.:zxn .i ddhgehuttse.exn 15-0 N. 4 EBB 0006719 WALTER A.10-Ur.4.P.E. FLORDA U./44167 i SHEET 7 OF 13 fh�Tl"THA 111111 • 'p1xm cwlrnclE elna IML milmev emo'•Yw. x nm Paz sa+mule (�sa+muel tx.1s of 1/4"°TAPCM X X ANt]1016(T1p-)(SEE etl6-w / TABLE 1: MAX- SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 7/,(°)'/1•` A ---`-- - -- - o o-o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT x'0.4 Mx1dl1AFLLLL,, O o o MAXIMUM SPAN LENGTH FA. END PER END OF TUBE xlnmEreaeonnus -12--= - TUBE PRODUCT 6063--Te Aurn o 0 0 0 SIZESPAN TOP OR BOTTOM TOP OR BOTTOM 70P OR BOTTOM aei 1.i t/pro,Jp•Toc sa+or In-Tm, TUBE TUBE TUBE _ o e•oa 3 YN•a]1r]•a 4•a sd•a D 60' 106.0" 13 8 3 1211/Px IDWIHIsm Q11/4'�UJa71H A N EDutpA++o>F 2"x4"x1/8• 96 85.0" 17 10 144" 69.0" 13 8 ,a JY3•"i MP. 80" 117.0' 17 10 T5 AL Lem * PEN- ®* 1 1 2'x4"x 1/4' 96" 110.0" 21 12 e063-1e ALUM.Al10fE d Lm 144" 91.0` 21 12 r 94N TWE SO' 109.0" 17 f0 SPAN TUBE MOUNTING DWALLATION TYPICAL �QBE AT 7dPl 2'x5"x1/8" 96' 100.0" 21 12 SECTION x 144" 81.0• 17 10 SI'ixe N.TS SPAN TUOE - 4 1/2I•wfnt 80' 124-0 21 12 ��� +h•>+p- 2'x6"x1/8" 96" 114.0" 21 72 ae Q* 144" 93.0' 21 12 YN'a Yn'a ].a4.a].,].a *VALID ALSO FOR MIDHEIGHT TUBE INSfA(lAMON ONLY WHEN THE SUTAATION OF THE 3 7aS1/Pe 1F7101f1 j SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN saes-ie qut Tj °D 'x 4 p SHOWN ON TABLE 1. (sm 5p6DlLE7 Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEGHT) MAXIMUM -t/xy,]/t roc srnLw o 0 0 0 TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS �I ee•on ------ ------- SIZE SPAN SPAN LENGTH FA. END PER END OF TUBE SPAN TR7t 9CIEDlaE ���. 60" 76.0" 13 12 (e),-,T5 5 X/4•.J/.•TOS *' �.fn1f�ypxy SPAx 111r�pFn sotFmrtE 2514'x1/8' 96' 60.0" 17 15 eaa6 A7 Y 9'a x N1Le101a OTp3 144" 48.0" 13 12 9lonnD (( ?�° s q 80' 87.0" 21 78 MCHM TYPICAL ELEVATION(TUBE AT BOTTOMI suaEA1'Y. --- Mom TUBE MOUNTING INET F opm 2'x4'x1/4' 96' 79,0' 21 18 SECTION Y SPANTM 144" 85.0" 21 18 (e)1(o a 3N'> k%V .T sv..raY a]�ntf/a• 4 1 f .)EA BO" 77.0' 17 15 M Y ame.ILNmudrN0.LY, 1r]w'Ix 60as-re wA1.uefE R]INc +/r TV. --- 0)tae�I/4.° @E6 a 2"x5k1/8' 96' 70.0" 21 18 LIPWI(9 AVOIOIt4 a T."( Sc,EauuT at 144' 57.0' 17 1 15 80' 88.0' 21 18 pT B 2"x6-xi/8" 96" 81.0• 21 18 144" 66.0• 21 18 Z Z o 0 0 o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED-CONCRETE 1/4.1.3/O,Tx rx . OR GROUTED CONCRETE BLOCK WALL 6oxY01, e0.Tu O O --------------O O O SONEDLIX SCALE:N.T.S. (sE swoulq71 - - °°AN oel-ttm PMER� E O O 0 O O O 1 1� MAX.A.S.D.DESIGN PRESSURE RATING" 172.0 PSF IPNGIIIT. C � FLORIDA BUILDING CODE(High h Non High Velocity Hurrieano Zane) �* (aEsmul.17 y,?•''�,�GENSF••.9 ®2016TILTECOWC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM o* = 1L ECO�w�. FOLDING SHUTTER CORP. 63DAM p0m.- 7(639 IoaTnFtT p1ACE OAtE R/Jax WL FMKIU Rm YN'a J'd a Yn a/4'Wcmx •�` TILLJT TESTING k ENOINEERMO COYPAHY w¢T P41 EF/Cli It 37413 (e)tj4 x J/4'7Eus IIOCrM M348 ANI.AITSE TYPICAL ELEVATION QME AT MIOHEIGHT) •.1 ` eia ea..ten u.1a..tee,-F-. eumots,n.atae 15-014 AT x nc LorsnuaxuLY. - 44 lss fxap++.n Fna.,is swl'000emOsils Imf p 1a1° -636371 o9Awn0 x. SPAN TUBE MOIINTINO IN ALlAT10N QRS WALTEn A�l1JT J P.L SECTION Z T SFE WRATONS FOR ON SHEET 2 � �� e� ® N ROPoOA LEI 44107 •+nw SHEET a OF 1J 1 1/4'a e 1 3/4• MIN EA. �S/CRETE-REX (SEE 39EEr /--E,"N0 CUSS ION.F.D. 5.7581 crm.) E10811RG (SEE qW 13) EASR. STRUCNItE STRUCIUFE L5 // \ S/1°•POP RNETS an 0 CFMEFTIECE Fat uuttP +/a'x.x,3/a. TNCROA -Fm 1/4* \ le' x 3/4•TEu a (IYP) AH010R5 O,e•oa 16•a.c. ne'PIF3 or I t of Q9 t or t 1fN,/+•x3/a• l or t W tl Be ' WALL FACE SND CONDITION 90Q 1 sD.v 9G.o 2 %6i90.0' J/Ne'POP RJEIS OR 4 SHWN '/`•.C. 7°m° i ) OR 5 r (�NOTE 1) m O 30'O.0 O J` EXTERIOR (_)q��[°3G'O.C.m M�.,�vR uQP�Jro 99• \ AN k(3) O JO• 0.°.O MOSSPAN& p., UP \ HORIZONTAL SECTION 20 TO 14e ,8 'MTBE 18 / - HORIZONTAL SEcnoN Sr.RflW MAY BE NS0LL1ID RRE m OR rJOENEOR) REIVERS NTErm RRDeOR OR E nWO1) GET'ETS FXIF7LIXN) OR CITEFSOR) /,e'PGP RAER .. rnx+/6•ta(R. I cw t/a x3/.• *AMY VARY�1T LIST SLAT hT VAPPM NSTAUA11GH5 4 OR 5 6oB3-m u,m�E 4 OR 5 TnNs m,e I ' ,�PLON/CRETE-FlF]( SHO SHO t SEF LUTAT DN5 FUR©GFi SHFEr 2 ANC Is"�aE aHatots a 16•o.c To \ 3 DOM=SRUCTURE _ EWSTING STRUCTURE BUILD—OUT 1/2 ae � MIN. oiie ANGLE Ea. EQ END CONDITION 3/16•POP W&M EX6I1G�TBGnRE OR i^')t 3/C MIS OR .END LOCK ANGLE i'uis,12'o C. 1r/ END LOCK ANGLE ��rnn��CC � HORIZONTAL SECTION HORIZONTAL SECnox NOTE.• r/�•x 1/a•ooe3—ie ,a•x 3p•me CONT.Aulftw Bmr MGM SCREWS A�Ap{m to ONE ONE LOCKING TUBE, PART# SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CFfNfFAMELE°6•o.0. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2)©°so'o.°:o �,! MGSPAIN raR Ue T°t o' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, ssAN a(3)E3)e 3w 0.357"x0.357" AND R SHAH BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.e o MusDaaa???EOR uP INTO IT WfiH A 0.120' CA. HOLLOW PIN.. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW�r S.ANB A 0.200' LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM t RUWR OR D1IIe0R) OF THE TIP A SQUARE, 0.475*0.475'x0.085-THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ID SHO WN5 ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE SH (1)PIECE, 1.375" LONG, A 0.36674.368'x0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE MUST INCLUDE A 0.684' �p vals DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. goo SOLID THERMOPLASTIC TP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER T ( ) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ��Ex�� 4 OR SHO5 ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL -- - -- ----- - - ----- - -- ----- -- ----- - SS\S��P1P T1C(jj!�,,� — HORV50NT0.SEcnori --------- -- -- -- - ����•.•' d ��� FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. _ No, �i ��01S��O1NC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ^�y�` 44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. DATE i ', ` TLLTf 7ESTINO e:EN0INEERING COMPANY 700 IST RACE L 33 w RV.oNR A•Jr om.1R10rtN wm4 M1 m198 ,VEST PAIY BEACH.FL 3JH3 15-014 �` Px"+t BJo6)Qr1-Imo,ra,a(m7erhisst RI.1600-613�.77I GSA��\� - R BRaeeOodmm .xt.rdEVi9efAltere.ce,1, OAAWRIO Ne EB- V4%LTER X III 71a J,.PP. ar.r .Rr ec ATE ROR,DA El/44167 m+wr s� SNEET 9 of 13 2'.r 1 AttMRAt ANOLE PER-Caraou S#R.1:T 6 A A (2)3/16•POP RIWM _- 2'.2'.116' EACH IEC OF 2•.2' ALUMMMA ANME AMOLE Ur,MAY FNS (AS 51RMAM ON TOWARDS F m OPENING NO ANCHORS XCOUM TO HOST ":y 3 9 f STRUCNMiE 24 J 8Ut9-CUT Mow PER 8icnON 4.S M 6 (2)3/18'POP RKM EACH LEG OF 2)d' AN= AVERWE axE— EXTERIOR ELEVATION SIMILAR AT HEAD PLAN YIEW A—A MR.IRAND SILL AND BOTH SIDES OF PRODUCT al+ r� QP114NALtDE ANGLE l7N�EM WR"m I'/j'7.ALH%¢1 1 ,wtlES 6ioa s-2' (FOR SECDON+.SHM 6) TIRE Domm OR TO WALL(2 RMWR M) . Ek AMU � gt END ..,Ip•� FjO.g, O EN O L DO 6[MY TAPC—ANCHORS p e•OC, L• `�' 3/16'PCP N5.£I5 OR acsnNc SlRUenRSE 'A o Ir o.c- . CORNER POST `�. ' ISOMETRIC SLAB OF ODNfRET` (M.A7 ROP AND UOMiON SHADS) ' JEND END Pk=MAY BE MT 2 TRAPPED END C RNER POST CONDITION W IST END NORROMAL SECOON �^,..••• r FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE '�' ��� "'sF _ ®2a,0TR,�INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 03/,016 CONCRETE BLOCK & WOOD (AS APPLICABLE) * !ECO FOLDING SHUTTER CORP. DATE 5 Ti LUT IESRNO&ENGINEERING COMPANY 7060 IiTRIiEtT PIACE .. Men Nll.SNA.&.'Je.I4 uYm. tl+M1McaK G'a"' KEST PAM BEMs.R 31+T3 . '� � p, a•ty`� �,.• IBno.F�x(nspn-isst PH:1800-843-6T71 )5-Q)'� s-enan:BReeaiad.eP weLfeid'rgdaxTlclaeem DRAWIRC N. \ FH--OC1n6714 WALTER k U.f Jr.P,E, r.w eeun.a uw a. omrnv o.rc A, RORIM T)G d kTb7 w'M+ s 6TICCT 94 OE 13 WALL FlNSH �•] OPTION&RAN HOOD •r. (NON-STRUCMRAO WALL FINISH R. 0.060'TOCK SS. LONG 1 S.S.S.MS.N/1/2Y z3/a• CONNECTION Q n•.k ROLLER HOUSING LONG NTLOX BUSHNCS(Typ TOP) AND 1'LONG(Trp.BOfiON).EXCEPT AT BOILER HOUSfNG(TYP.) 0.060'THICK S.S.ROLER HOUSING OPTIONAL RKN HOOD (2 NnDN (NON-STRUCrURAL) '� .�"?•r•'' •0.8ROLLERS 1 6 2 x4'COLlf.WOOD 3/16'ALUM POP ` •HEADER REOb. i X10 z 3'S5.SMS.W/ RIVETS.O 18'O.C. 0.373'LONG NOON CONE. WIA411011 Ci BUSHNC W/A 0.150' 0.1e3'm 70' LONG TOP SEGnON 0.500• .0.030. 1 0.0.AND 0.245'I.d.AND ULTRAPAO ) Or 1 0.223'LONG BOTTOM WEATHER SECTION 0.320'O.0.AND 1 Dz4s•T.d. sDE(TrPG.)� ® T o :i:' 3/16'ALUM.POP 1 (m) ❑ �W ^� NE15,0 18,O.C. 1 I LAIN.SEPARATION 1 �T�GUl4 oN 2.4XEC REQOD (' '(ON TOtAE 1 or (sfE SCNmUIE 1 or i 1] ONSHEET CHiS) ®T ON SHEET 13) ®T I i' 2'W CONT.WOAD 1 1 I PLATE REO'O. 1 11 1fAL WALL FACE MOUNTING INSTALLATION e o SECTION 2W (TQP) W I .t .. ;;� oLw.EaDTlan Lti HALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High Non High Velocity Hurricane Zone) T SEE LIMITATIONS FOR©ON SHEEP 2P ' ENSF'• ®2o1sTILTEOG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTES, NOTE FOR COMBINATON OF SECTIDNS: 03/10/16 1- FOR WOOD FRAME CONSTRUCTION:WOOD Mt7�IBQ2S tb _ - IL E C 0 111111 FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- NOUNi1NG SECTIONS CAN BE CONBINED - T = TLWT TESTING R ENOINEERINO COMPANY 7080 lEJIS71 . PLS IN ANY WAY TO SUR ANY INSTALLATION. a ,���;2' K•,ae.,sT.6h 6G1.. morel¢a atm •eFST PALL Ie-w R 334u 15-014 A'•, p LCr rod..(zs�mr-16T0,ra Lm)zn-1u1 Pit 7800-643-0371 �O'•, F( f\�O� .��\ - OIawIXG HO Ei m0o067�19.mm z...rddlnpenutw.ean • : WALTER A.nun Jr.PS Y DATE F1.OL80A U.fN187 anw m SHEEP 10 Of 13 1/4.0 x 3/4'TEKS SCREW OR 1/4•A 3/4' f10L15 W/NIIES a WASHER O 6'O.C. 4•xB' MIM1)EXISTING WOOD BEAM REAUI .STRUCTURAL ADEQUACY CE� NBY STD BE YREI ENGINEER OR ARCHITECT PRIOR •,,, WALL FINISH .O.OGV THICK IS. t SEE LIMITATIONS FOR ®ON SHEET-i] TD PRODUCT INSTALLATION. ROLLER HOUSING 2'x4'CONT, 04 D HEADER OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: REO'D. E'0. EO. (NON-SRdICFURAL) •'-A 1- MOUNTING SECTIONS CAN BE COMBINED "Ca g wNH;maxBit CrrT0/4• IN ANY WAY TO SUR ANY INSTALLATION. AND 1'LONG(IST BOTTOM).EXCEPT In^! AT ROLLER HOUSING(TMP.) N41E5: OPTICUL RNN HoOo �_� .�.,-::r i.ri;Y.1c (NON-SIIRUCM1IRAL) MIDN 74I 1EN - FOR WOOD FRAME CONSTRUCTION:WOOD NBERS TO (ZRqS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL ff� mil II ' B 1 11 �Tl ; -J�' 3/ts•ALUM. 1 I! J L J! 8 POP RIVETS. A10 x 3'S.S.S.M.S.W/0.373'LONG NYLON O Ie'O.C. BUSHING W/A 0.150'LONG TOP SECTION 3/16'ALLM. ALTERNATE LEG 0.500'OD.AND 0.245•Ld.AND 0.223'LONG POP RIVETS. I LOflOION COM. (SEE NOTE•) a.163'x0.770'.0.030BOTTOM SBCIION 0.320'O.D.AND 0.245'Ld. 0 16'O.C. ULTRAFAB WEATHER (rep.) MN.SEPARATION I I STRIPPING EA SIDE TO CLASS ') ! OT ®t (SEF,SCHEDULE ON SHEET 13) �`MIN.SEPARATION I ' or®t Zd 10 GLASS MMT GH N + (SEE SHEET 13) J (SEE SCHEDULE ON SHEET 13) ON SNEEt 13) T .Or ® 1 v ®1 •} I I / Of®1• a ALTERNATE 3/16•ALUM ALTERNATE LEG S ii OPTIONAL FNM GRWN pop HVEI O 5'O.0. _ __ _ `LOCATION ' ALTERNATE EEG AT REAR. i NOTE •) (NON-STRUCTURAL) LOCATION I 1 j L J (SEE NOTE•) i ice____ II 11 r-r11j-�'I I F__�__�_____ _ I I POP RIVET 3/16'ALU 1i T I li POP RIVETS O 9'O.C. 1 II AT REAL WOOD PLA CONT.1 m REQ.O ' i i n r y 8 y 3/16'ALUM.POP RWTS n S n 10.O.C.BOTH SIDES .S ^ 9 1'ALUM.POP FIRMFIRMN 0 O 10'D.C.BOM SIDES EO E0. 27x6'YIN.HOOD DECK REWIRED 2•x4•CONT. I 1/{Y x J/a•lE1CL SCREW (NO FMISH AILDWID) 1/ x J/{'TEAS SCREW WOOD E@� I - OR 1/4't 3/4'BOLTS W/NUTS TS W/5/6'wASfER OR a 5/6•WrSFRER a 6.D.C. f:ONNEtTON CB r/a':3/4'Fetus O' Nurs a I r R c4 o 5/5 WASHER O 4'O' IS Y MIN.ED. 2•MN.ED. C3 WAIL FINISH 1v WNL FINISH - - - BUILD-OUT--FACE_MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W INSTALLATION_- - - - -SECTION AAW OTTOM) SECTION 7W ```AAApAti11111A1HIT9fipAAAA'/ -- — --- -- -- -- ----------------- - — -9h LY ) FLORIDA BUILDING CODE.(High &Non Hi Velocity Hurricane Zone) LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED �:•' .Els ,.R/�y' ®2015 nuEco Inc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °���= AC. INSTALLATIONS DETAILS INTO WOOD IL. ECO�N�. FOLDING SHUTTER CORP. OSDATe16 SCALE : N.T.S. : _3/1s /J •�'= TIWT TESTING k ENGINEERING COMPANY7M"96rREET -� /J'f �• 616e N�.i!B•9.BI.JOA.w1CM OMOdS R Sll® W6 PAW Re15-014 9'•, ��!!�_ rE•.:R 1.' -IED.RpE1 s-tmt PM.low-443-ml is LTE:oOaalmn fATA1WNa Ne WALTER Ei%�1L�R19c P.E /iAAA' " `A FTARIOA U./4x187 mnw. xn SHEET!1 OF 13 111111 MMi DoH ic �d (SEE SCHEDULE MIN,SETO GS TITION Or ®T B{ ON SHEET 13) / (SEE SCHEDULE '^ or . ON SHEET IJ) DWI41 oPTTGNv.RAIN ctuwD I (NON-STRUCTURAL) 1/4'4 x 1.IFIL I ALTERNATE 3/18'ALUM s SCREW OR 1/44-20'x1' PopRNETS 0 5'O.G SS.MS WITH NUT& AT REAR. io 5 WASHER 0 4'O.C. I n 3116'ALUM.POP RIVETS OYD O 10'O.C.BOTH SIDES EDGE OF SLAB F APPLICABLE EDGE OF SLAB ALTERNATE LEG S' o CONNECTION C7 IF APPLICABLE ANCHOR LOCATION `�''{� •+ (SEE NOTE•) N 2•x8'MIN.AV 00 _ DECK REQUIRED (NO FINISH ALLOWED) COMEC110N CB EDGE OF 2'MN.EA. SUB IF — EDGE OF 2•WIN.E.D. APPUCIBLE SLAB IF APPLICABLE T SEE•LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _— SECTION 78W (BOTTOM) I MIN.ED. 1'MIN.E.G. NOTE FOR COMBINATION OF SECTIONS: zxC MBH.ALLOWED) 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH A DECK LLOW ED)E) IN ANY WAY TD SUR ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION xis PUT`I�o."°°° (G�S�m,� SECTION' 7AW (BOTTOM) I- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE I4AVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL - WALL X94 (3)5/16'4 LAD 2• 2- SFE SECTIONS BW& 14W FOR MAX.A.S.D.DESIGN or i SCREWS W/2 1/2•MDL MIN.ED. PRESSURE RATING &SPANS i'.4'x 1/6' c PI?NEIRAIION AT MIOIRDO4 I (2)OF RAFT ^CC' AWMINUM TIME ER/ERU� W 1/4•x4•(6063-TB)FIAT COSTING ZC W00Dg PLATE W/1/4.4 xT'TIX TRUSSES OR RAFTER 2'x4•MIN.WOOD SmEWS 0 G'O.G IN AT 24.O.C.MAX STUDS 0 16'a.c. 1BETWEEN TRUSSES OR 300'FLAT 1I PLATE W/1/4'x1•TEK (2)1/4x4 TAPCON OR 1/4'4 cam-njEx SCREWS 00,4_O.C.IN ANCHORS an+14 NDS WOOD SCI;FWS OR 1/4'4 m 8 TRUSSES EDGE(F APPIIGBl1O NDS UO SCREWS AT MIDWOEH OF EA STUD W/ g 2 1/6'Mtn.THREADED PENETRATION INTO WOOD '�' 1/4'4 x 3/1' TE% (2)NYLON 1/4•MAXPLYWOOD IXiSTNG SOFFIT SND O• SCIEEW OR 1/4'-20 x 3/4• . HIM ROLLERS r —/10x3' ,S.S..SAJW/1/2'4 x314'LONG WASHESs.ERRLTS 0 5 O.C. & 0.655'(DIP.). NYLON BUSHINGS(I*TOP)AND 1'LONG 1/4'4 x 3/4'TIX (TYp.BOTToM),ED1cIPT AT ROLLER HOUSING SCREW O 6•o.c. �1D x 3•S.S.5.1L5.W1 I s ("''•) MOUNT TO WOOD,,•STUDS MOUNTING INSTALLATION 0.373'LONG N1LON _ 6DSHING W/A also• ONT._ i INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG TOP SECTION 0.500•_—— _ _ __ _0.183•x0270• _ _ _ _ _ . O.D.AND o245't.d.AND ��O• -- - MAX.-A.S:D:_DESIGN-PRESSURE RATING--+60.0,--60.0 PSF 0.273'LONG BOTTOM MIN.SEPARATION UUIUFAB SECTION 0320'O.D.AND TO GLASSWxATHETt T QN INTO WOOD TYt1pLTL11L1(NEN/AAAr FLORIDA BUILDING CODE(Hi h&Non Hi h Velocity Hurricane Zone 0245'L.d. (SEE SCHEDULE STRIPPING Ek or ®T a SCALE : N.T.S. ��� ••r� rA 9 9 Y ) (LYP.7 ON SHEET 13) SNDE(TTP.) r/9.� ®2015 TRTECO 1Na TITAN If FOLDING IMPACT PROTECTIVE STSTEM OPAd H u �. \\CENSE m/1a/1s " FOLDING SHUTTER CORP. D1TE HEADER TO TRUSS MOUNTING INSTALLATION =,�3✓, *= � IN�&ENGINEERING CORP l W6TTPHENSTREEr A IL3M13Ts-014 SECTION SW (TOP) •o�; A7 OP ��` i*. m1-0ise CID Ar-,A1, PI!1800_40-113371 R 91LMa.OaN.mm ,rw.f 1DAWINO No MAX. A,S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF qy_ WN.TTA A.TUfT Jr.P.E. 'xJ `a FLORIDA U,f 44197 m,sm oAnun SIRET t2 or 13 (Nlflllllllllll 1id1t1MUM WIND PRE, 8F: h.s.f j <'ONNNEOQN OPACITY SCNEOUL CON_NE00H CAPACITY SCHEDULE PND.CORK PONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LBjFT} , j$„�pANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCKFOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) Mw a4mm SLATS upwas A Aux ACtaeaetE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE r P11" MrITW CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR �M °�a TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK T'!-? M1 M TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 ib ft A 8 fli!) ( '.0 A C E A C F 60.0" 60" 88 Ib ft 9 425 LB/FT ` " - 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT _ A B ! C ° A C 35 psf 100.0' h144" 146 lb ft Cl "- +. 9 4 417 U3 FT 134 LB FT 144" 210 Ib'ft 6 473 LB FT - 4iB LB/FT 236LB/FT 202 LB/Fr 383L8/PT 432 UR/FT C1' 461 LB - 202 LB)'FT 60.0 12 387 LB 334 T 1 6 FT 142 LB FT 271 LB FT 3.47 FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 1000" _ G2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT' C2 9 417 LB/FT - 362 LB/Fr - 190 LB/FT 144' 2. m . •6 525 LB/FT - 419 LB FT 312 LB FT 285 L9/FT 353 LB FT 443 LB/ 6 502 tB FT - 419 LBlF7 - 285 LSjF7 60.0 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LBM 257 LB/FT 329 LB/FT 80.0' 154Ib ftC3 6 496 LB/FT - 375 LB 236 LB/FT 2Q2 LBlFT 298 LB/FT 405 LBlFT 9 372 L8/FT - 309 LB/FT - 134 LB/FT 46 psf 97.0" 97.0 187 ib ft 3 .813 LB FT - 572 LB Fr 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0' 221 Ib ft 9 466 LB/FT - 376 LBjFT 157 LB/FT 134 LB/FT 256 LB/FT 3113 LB/FT 760 LB/FT - 572 LB/FT - 304 L8 FT t44" 744" 276 lb it C4 6 592 LB/FT 448 Ls/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT ���4 9-1 � LB/FT. - 370 LB/FT - 134 LB/FT 60.0' 60.0" 125 Ib/ft 3 972 LB FT - 682 LB/FT 389 LB/FT 3.64 LB/FT 500 LB/FT 753 LB/FT `C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 80.01 89.0' 187 t¢ft 9 287 LB FT - 224 LB/FT 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' .208 Ib it 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 it CS 6 339 LB FT - 334 LB/Fr - i25 L8/FT 144" 740' 300 1b ft 843 LB FT - 670 LB/FT 243 LB/FT 250 LB/Fr 432 LB/FT 311 LB/FT LB/ Fr 60.0' t38 Ib ft 719 273 LB FT 325 LB/ICT 215 LBjFT - T38 LB/FT 102 LB/FT 3 681 LB/F7 - 670 LB/FT - Z50 LB/FT 87.0" 81.0` 187 Ib it I C6 _ 410 LB/F7 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/Ff 251 LB/FT 215 LB/FT - 55 psf 100.0 180..0' 229•lb/ft "}" Cfi 6 332 LB/ET 37$ LB/FT 323 LBIFT - - 00.137' " 120.0' 0 4 -275 Ib ft s� 3 822 LB FT 975 LB/FT 648 9/FT - _ 414 LB/FT 307 LB/FT -r 4 269 LBjFT 301 IBjFT 183 LB/f7 - - 114 LB/FT 153 LBlFT 3 663 LB/FT 756 LB/FT 646 LB/FT 336 ib ft C7 3 358 LB/FT 402 LB/FT 244 LB 4 232 LB Fr 236 LB/FT 183 LB/FT 6Q.a" 60,0' 150 Ib ft / /�' - - tsz LB/FT 2D4 LB! c7 / - - 3 310 LB FT 315 LB/FT 244 LB FT - 60 Psf ,00 0" V t 40 0 25..1D ft 2 - - - - _ 305 LB/ 12 388 LB/FT 460 LB/FT 409 LB/FT - - �Ib tt 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 115.0" 115,0" 288 Iblit . C8 8 736 LB/FT 894 LB/FT 614 LBJFT - - 397 LBjFT 252 tBlfT 8 582 LB/FT ,591 LB/F7 614 LBjFT - t31 79.0 346 lb/ft 6 982 LB FT 1194 LB/FT $19 LB/FT -- - 530•LB FT 336 LB/FT 6 777 cs LB/Fr 921 LB/FT 8'19 LB/FT - - 59.0" 59.0' 160 Ib ft 65 pef 92.0" 92.0' 249 !b/ft 100.0" 100.0" 271 Ib.ft MIN, SEPARATION TO GLASS SCHEDULE ANQLt RS SCHEME OSEE GENERAL NOTE C.2'ON SHEET i 126` 123" 360 Iblit 6010" 60.0" 175-1- ft "` ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 1000« 7000' 292 ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPT16N CONC.C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121'' 178" 374 Ib ft SPAN HURRICANE ZONEHURRICANE ZONE d 59.0" 59.G" 187 tb ft ZONE 1.2.3 ZONE 4 A 1/4"0 TAPCON W/ADVANCED 3.50' 2.50" p N/A 4.00" 4.00" N/A N/A THREADFORM TECHNOLOGY 75 psf 0.0" 100.0' 313 Ib ft 5'-td" 10TIT 114' 387 ib ft 2 1/2" 1' 2 5/8" 80 psi 113" 111" 400 Ib k AS LESS Ih BI 1j4" A x 3/4" SOLID SET 3.50" 3.50' N/A NIA 3.00' 3.00" N/A N/A' 90 psf 107" 1 104' 424 lb/ft 75'-10" 100 psf101 99" 447 Ib ft TO $'-3" 2 5j8" 1" 2 3/41 ' C '1 1/4" 0 CRETE-FLEX 3.00" 3.00" 9 N/A 3.00' 3.00" N/A NIA t 0 psf 94' 90" 468 Ib ft 1 0_psf__.87._"_"82 484 1b ft _ _ x,8._,3. E 1/4" 0TTW-BUILDER N/A N/A N/A 1.00 N/A N/A 140 130 psf 80' 76" 483 tb ft TO i2'-0' - 3 1/2" _ __ 1" 3 5/8" TEK SCREWS psf 74' 70' 484 Ib ft - - 14 NDS WOOD SCREWS OR 150 pst 69 66 483 ib ft F N/A N/A 0 N/A NIX N/A 1 4" NDS TAG SCt2EVi5 160 psf 65' 62' 483 Ib ft 0 A,^ DEFINED BY ASTM E-1996 STANDARD. aA�gpmA Irtf 1 l", FLORIDABUItDlNO CODE ABO>t5s + EXCEPT THAT 3 5/8" SHALL BE USED R (High &Non Mgh Velocity Hurricane Zone) � Q` iw ®2015 TLTFEO NO. L+:MAXirlUA7 FtS.C7XAHiE,PRODUCr SPAN TOR A FOR MOUNTINGS AS PER SECTIONS 3, JN:' � NSF•'•.9 ,. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ��. GIVEN POSRiVE ASA DESIGN pRE^9•I1RE RATIND. .4, 4A & 7A. L-:MAX ALWWA67.E PRODUCT SPAN FOR A ��� "-- -- GIVEN NEGATIVE ASA.DESIGN PRESSURE _ v_ 11 C}►�y F"NG G ��TT'p ��p� 0J/10/15 RATING. �+' E q�V td(C. �"``n�V v� R LltrtF. ¢ITE DASIRELT PLACE FINAL MAT6MUM ALLOWABLE PRODUCT SPAN IS *: ,�, yy� T7WT TESTING Q ENGINEERING COMPANY TETT P E AOI,fL S74t3 ' EOUAI.TD THE %^O ,�fitUF .�' see><k ten.a.sl.at.waa�ue�s,rt gree N'A-eiJ-asr 15-014 .MLNDAUM DETER"M PRODUCT ,iV or...:t�elre-1mu.sv r l rt-rsJ1 Pft 1 f SPAN BET'WM 1.+ AND'L-'. WALTER A.T J.P4 WIT. F1DflICA um 44167 MVS. a SKEET iJ Oi 17 f