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HomeMy WebLinkAboutProduct Approval 2castle Jam ma Impact Windows FACTORY DIRECT SINCE 1969 -- COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Propegy Information Building Information Owner: ROSENZWEIG,ELLEN Wind Zone: 160 MPH. Address: 17 LA VILLA WAY Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 35 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location DeviceDevice Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 72.75 80.5 7 30.4 -33.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Florida Building Code Online Yage 1 of L o ► • O 0 i 1 7 Florida Depar mmol BCIS Home i Log In ! User Registration i Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff E BCIS Site Map Links Search Busines Professi I Product Approval USER:Pubtic User IF 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 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 m 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 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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQe6r 1 Z... 7/l/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load. See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.1)df 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: securi au*rutcs https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 low ZAI1• JIGN' ism, 2 2`__7 Bm' �� I.au• Ilk da ®s SLAT �➢nww ©L END ©f FLAT E awl. 27m ® ® EXTERIOR CENTERPIECE ((i70 8E USED FOR AL(.INSTALLATKLNS 6063-T6 ALLOY 6063-75 ALLOY J=iS-AL'COY- J;' �r 1NY INCLUDE PERFORATIONS AS PER (70 BE USED ONLY FOR INSTALLATIONS ® 0 PC , 6063-T6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT LTOTIOM OF OPENING 6 ALLOY SLE COMPONENTS 20.21 &22 ON SHEET 3) SPGT' Jul, IJ,T L/JQ' EGM' . 19G.• 2A6• P.PIZ' _-1LSl r12- oar 1 8 .IM• td.�. .�. N N N 2f r.°BY '06°, - .mr .00- y_ Lam) Ln .Gm' �• .PBT . Zl2B' ESV' © WALL CEILIlVG HEADER (9) . O OM SILL TRAC ® TRAC ADAPTE 6063-73 ALLOY --�-6063276 ALLOY- 6063-75 ALLOY - "AL"COY_ 60 `ALLOY'�'— � zwG t2 • I(�'� COMPONENT P b tl t2 I ® ',at°• 1� 2• 5•MAX. 0.125• 0.125' t. .om• 1® 2" 4'MAX. 0.25• 025' _ © 1' 2'MAX. 0.062' 0,062' ' A118' ALT_ ROMM TRACK ADAPTER © BOTTOM RAIN GALUMRWM ANGLES ® RAIN HOOD 6063-T5 ALLOY 6063-75 ALLOY 6063-T6 ALLOY 6063-76 ALLOY COMPONENTS e s 300 hS(iAG6rui/Z = 1" $ oaz'-Eh .............. IiIT FLORIDA BUILDING CODE(High R Non High Velocity Hurricane Zone) 9 ` ... ENSc.•' 9 � 02015TMtEoo 24C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM WAYM W- 3/8'10-16 ACE7pTAlfraT = L�� UB tom = � IL EC O�Nc. FOU MG SHUTTER CORP. ° © 11,f7E71lpSCREI/s� ® —MIGTUBES TILLIT TE_"NO h ENOINEERTNO COMPANYPLACE C�O,tBc C�l� NTERPIECE ® CORNER POST =*A�� L ®°"" B„� e n��°° W�PALM BEAM FL ,� ' Mar t.,m ,Bm.Im ,_,Sn Prc ISM-643-Ml -06T=T6 ALLOY^ 506J-T6 ALLOY Q,����: 8-0008710 !N. 28 1/2'LONG 'moi WALTER A TIILIT Jr.PX�i� '90 `\ PLEV U./"107 �� ®� �ro R e AI/IIIt11111Ht� r (/J)ROWS or i {t{ "0� i FA4SPACED40 JW11 APART0 ' { 2CIP EACE TABLE 1: SOURCES ✓FlFOR OR &O WNvNS000 (EE TABLE 1)80 OPIXNUp s�arc aaa, ESLATS StArS TypmPBOPta 1 ltE � Om4mat�m po 20 CWtfWIaYREv 00 'tom L— --Y, Y/EIWNG SPECo-TC GRAVITY ASTM D792 0,043 IbAri 0.043 IbA. pp0 1MNDOW mmu8._,.,. TMyIVR[PI TENSE WELD STRENGTH ASTM 0638 9.400 PAT. 9,500 P.-J. o FLEXURAL STRENGTH AT YIELD ASTM D790 ft 5O0 P.S.T. 13.400 P.eL p� FLEXURAL MODULUS ASrM 0790 340.000 P•e 4p.,4345.006 P,e,i. O i 1 2O SNAP-W END I�+�y. R 1.000" ' 22 i CiJP 7DP/80T70M �qp I MAX. ' i ^t CAa'40400040 NOTCHED IZOD AFM 0258 16 ET-Ib/fn 17 FT-0/M. (SEE TABLE 2) I SMOKE DENSITY ASTM D2843 47.2 X 64.5 S MAX 12 1 i 1 N 1 U 1A RATE OF BURNING ASTM D835 C-1 CLASS C-1 CLASS I S I SEtE TGNXDON ASTU DIM 10407 9e0 T y ; stAT WINDOW SLAT WINDOW Jill 0.060"m6K ASTM 0156 V i V S ; iPOLYCWINDOW� TENSILE STRENGTH AFTER NEATHER907 ASM 930 9302 Pa.L 8840 P..L 2 i { 2 Di ; i C TAKE 1) TENSILE STRESS BEFORE WEATIIEHN6 ASEM B38 8481 P.s1. am P.N. 1'�" ALLY.(2)WTNOOWS MAY HE W ONE SLAT SPACED A ALADMUM OF 24'APART; WITH 12'JA/N,FROM { { M7fDS of SLAT TOP&BOT)UM. TABLE 2: SOURCES FOR r0 0ZSLAT M1A6T E INSTALLED AD ACE7lT MIEOES 4 OR NOR AT CORNERS OF PROOLIC7: J4A5'7ER 700E COAXPANY STANDWD { 000 { r__. ___� }�},yAr�}� 71tym PROPERTIES Af?�Ow BI.Y:K NH.AVV PART (9 SAI! wWnow MVIJlfAAAJ 000 ; FSEVAR 1T IF 20514" I i 20 PRISX:A: Six { 000Op ; MNAIS { ; NfifTNri SPECIFIC GRANNY ASTM 0792 0.0421b/AIa 1v { 00 { I I WINDOW ..,...,..,. I 000---,I M-) I ; t nn { TOME TEED STRENGTH ASDL 0638 11.500 p.e.l. { Op ; 0)ROM OF ; ; l+�t ; { (d � aa»- car FLEXURA.STRENOM AT YEW AM D790 t5AOO P.J. pp^0 { M M TOLES j ' i I ARpL MODULUS ASTM°740 450,000 pa.l aaiiyfpP 0 ) 114.-ACED $ t.____ i ;f- A I .PTP NDtCHED 12CD ASTM D258 0,6 FT-4b/. ' 'toaATeaTTw i rn BOTN i rmmATroTrcwA ED.e { INRELTt0At5 cope ; 0A� asv COEFTSCNNr OF THERIAk EXPANSION ASTM D695 5.5 A StJ i9ji1=F FLAMMAeIL11Y UL 94 V-2 MW--,W MVD Cle[,5� uEllINO TEMPIIEAT6t£ AFN D34ta 560'F NO 70 BE USED AS AN OPRPN FOR ALL ALStAl UDON5 SLAT WI mow F'1 F'(7Amm UNDER LARGE MASSM&MAY MNCLUDE PERFORA7MONS A5PER 0`IS AID TYPICAL 1A SLAT WINDOW DETAILS M4X.(2)NTN(U4 A01Y BE W ONE SLAT SPACED ""24'A` (1R9"` '°MAYS). W 0 VIEWING WINDOW & R 2 CLIPS TYPICAL ALTERNAT£ PD?6WAT£D (SMALL MISSILE IMPACT) SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) „ti /Ii FLORIDA RUILDNO CODE (High k Nan High Velocity HurTleene Za,e) .,.......•. ��,'��. �zms TILTECO wc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OARt4 yT`'— �L CTCV SNC. FOWING SHUiiLLL CORP, 03'DATTE1S .*% a, � • - TILU7 TESTING Q ENGINEERING COMPANY 7089 HEM50EE1 RACE• - um W.Sex. WEST PALM DEICI.FL 33413 Ck �.,isex7+-taDP.Fe+,EmsTer/+sT, Me tmD 643 ea7t 15-014 Z„�•.+ AT QF ;LL.A r T:ww a(wi eem arw.feixxl�nAtar.oxm aR1WIXO He r 'A1,R WALTER A.VT P.E xrA r nvw,ve m an r ®nm amt FLORIDA th./44187 m ra-s +a+n'•e x SNELT J D,13 e f GENERA!_NOTES: 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON TMS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(FMM AND OUT OF THEM(NHVHZ). - 1/4_0 TAPCON W/ATNANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED 13Y ITW/BUUDEK, INC R ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 0 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. .DESIGN WIND LOADS SHALLBE DETERMINED AS PER SECTIONS 1620(MVHZ)61 1809(HMO OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED ETY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR H416L Kd-0.85,USING ASCE 7-10 AND SHAH NOT DTC®THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. RE ODER TO VERIFY THE ABOVE CONDITION.UITMATE DMM WSW LQADS DETmum PER ASCE 7-10.SNALL BE FIRST. 0.1) MINIMUM THREADED PENETRATION OF 1/4"0 TAPCON OR 1/4"0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR REDUCED TO ASD.OEM MIND LOADS By MULTRYNG TI®I BY 0.6 IN ORDER TO W PATE THESE W/WLX,(IS.D.) 1/4"0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SMALL BE 1 1/2'FOR Cl THRU C4 AND GI THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SNEET 13, CONNECTION TYPE AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ODER M VERIFY THAT COMPONENTS at ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'r CRETE-FLEX OR dt{NOS W000 SCREWS OR 1/4b NOS ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SMULLL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS 13E FOUND ON THE FISTING SECTIONS 1626 6:1009.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL, LIUM ANCHORS SMALL BE LONG ENOUGH TO TION SHALL BE AS INDICATED ON NH THE MAN OTEmTE C.1 ABOVED SUCH PANELS. (H.ET.I.),HURRICANE TESTING LABORATORY(H.T.L.)d AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATSiQ&®SHALL BE d 10 x 3', 410-HT MINIMUM SERIES W/173.6 kei YIELD -1/4'0 RTW BUILOEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS NOTES, . MANUFACTURED BY WHITFOD Co,BOX 507.WEST CHESTER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF TNW BUILDEX TEK SCREW 1 FOR 6063-TB ALLOY AT SLATS SHALL BE FY-25.9 kei. 4.ALL SCREWS TO BE STAINLESS SLID.304 OR 316 SERIES W/50 Ami YIELD STRENGTH ANB 90 1sT TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL IW/6UILDDT TEX SCREWS AND SHALL 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 SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NS 304 OR 318 SERIES STAINLESS STEEL WITH 35 k51 MINIMUM YIELD STRENGTH. WOOD FRAME SUIDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) Tb EXISTING POURED CONCRETE: ' 10,ADDUCT MANUFACNRt3R'S LABEL SHALL BE LOCATED ON A READILY VISITE LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED TH READFORN TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX INC.TO MIN.f'e=3192 Psi. ��NG�TONCp 10.&3 OF F9THE FLORIDA LORI 0.BUILDING THE CODE. ONE FLORIDA BUNG SHALL BE PLACED FOR EVERY OPENING. - 1%4'0 CRETE-FLEX, MANUFACTURED BY ELCO CONPOINT TRUCTION PRODUCTS TO MIN. fc 3350 pe' 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WTfH SPECS INDICTED IN THIS OPAVNNG PLUS ANY 1`JQIE 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 M00MUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. MMM A71OV FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE.SITE CONDITIONS DEVIATE FROM THE P.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 PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SWU1 BE A5 INDICATED ON NOTES Al &A2 ABOVE. (D) SITE E3ECCOME TTHE ENPECIFIC GINEER OF RECO D(ECTS SMALL BE EO R.)FOR THE PROJECT ANDARED BY A FLORIDA DWWHO WILLL BE RES RESPONSIBLE ARCHITECT FOR THE PROPER (B) M EXISTING CONCRETE BLOCK WALL-ASTM c-90. USE OF THE P.E.D.ENGINEER OF RECORD.ACING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SMALL SUBMIT M THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPOON W/ADVANCED TH READFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUIIDIX. INC. 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL.POINT SOLID SETANCHORS. THIS THIS S P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEERENGINEERTEAT _ IP. -1/4"0 CRETE-REY,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. E. IT. TNIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PER.EERS IN THE STATE: OF FLORIDA MINIMUM EDGE DISTANCE(ED.)STALL BE AS PER SHEET 13. `\\\\dNHL�1111A11Lr� •(� ( (/ FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) 9.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO � . � EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG .\CEN '� `� ® m 2015 WEDO e MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. - •�- s�'•.� Z TITAN II FOLDING IMPACT PROTECTIVE SYSTEM rnAA0.nL 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL * I L E CO . 3/10/13 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE fMWING SNOB CORP.. DATE SHALL BE AS INDICATED ON NOTES B.1 ✓4 11.2 ABOVE. = 7IllIF 7F571N0 Q ENGINEFRINO COMPANY 70M HkLSTR¢T PLACE 1QT PRIM IEACK FL W413 9'• .Q °'1Q6 mft-.v N wfurm PV.1040-043-63" 15-014 IF.1➢Lemoed.cmn _jdAlp*,Alescam mAYmae NA E6-0006719 em WAVIER A TRLIT Jr.PS /YYYI TE FLORIDA Lk.f{4167 .Y.N. v SNEET 1 OF 13 \ 1 2 3 4 5 6 7 A 6 , O, ®,®+ 13 A • 2orO3W/ 03 ,16 , 1© oR 19 . 4 Oz 5 8 �2) = USE (2) AT 30' 5 'lon 2 ♦ NOTES ON®& LOCKING TUBES®AT 3)& O O.C. FOR PANS J UP TO 99" n 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99'.USE THREE (3) FOR LARGER 0 1 USE(3) GSA AT 30'O.C. SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE = 1 'o FOR SPAN LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENrERPIECES y I THAN 99"UP TO 144' 4�OR 6O. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. L - L w 2. (2) LOCKING TUBES SH ALWAYS BE USED TOP&BOTTOM AT v o a PRODUCTS CENTERPIECES 4 ORR AT ALL INSTALLATIONS. LOCKING TUBES v,In 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 1 S (2 1 t t SEE LI-ATIONS FOR®ON SHEET 2 1 1 [SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT,FORF) , O, O+ , O+ 1 6 CONCRETE: CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O © O+ 11 9 + 10 9 + 10 + 1 UNLIMITED WIDTH S.TYPICAL ELEVATION N. i. 4. NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS TW & 2W ON SHEET 10. ``�a1T�P!TIt��AlrA4i SEE SECTIONS 4W, 4AM1& 7W ON SHEET 11. \����fGQI „ , T� ��4 FLORIDA BUILDING CODE(High & Nan High Velodty Hurricane Zone) SEE SECTIONS 7AW, 7BW, BW & 14W ON SHEET 12. (02015 71LIM M TITAN 11 FOLDING*IMPACT PROTECTIVE SYSTEM A�i 4167 *' m/10/15 IL ECO�Nc. FOLDING SHllffER CORP. a,E TElli TESTING&ENGINEERING CCNPANY 70M HENSTREET PLACE ,u.xx.n.a.Sal,woa.avmols n.a1,ee WEST PAW BEACH.R W413 15-014 P�...:(�Kn—IiTo PN:l&Vo-3—e311 maER 0CM19 r�.oa+.me NAVIN N. WALTER A 71UJI Jr.P.E. �A TO=U.1 44167 i�,� wA+ SHEET 4 IF 13 POURED CONCRETE OR CONCRETE BLOCK WALL TRIED. OPTIONAL RAIN FI000 OPTIONAL RAIN HOOD POURED CONCRETE— ONCRETE TRIM[C NON T%`E HAD) WALL catfALnm 0.060'7HIt:1f 5.5. (NON-S=CTURAL) REWIRED. 1TdN(DECORAME HEAD) (SEE SHEET 13). ROLLER HOUSING MoN-smucTURAL) y ` �) B 1 UIR. 25 CO.MM. NON. E OPTIONAL•z (2)NYLONI �`'— •-��r�' HOOD COlRa11t1N C2 N �, / RANSTRUCRAL) 4 ROLLERS I�n (SEE SHEET 13) M�- N O.B55'0(lYP) ' 1 /10 x 3•S.S.S.M.S.W/ W /,e'ALUM.POP IaYE75. I . 13 .—.— 0.373•LONG NYLON 3/18•ALUM. I $ BUSHING W/A 0.150• CONT. POP RWM, O 18'O.C. (214'MAY) LONG top SECTION 0.500' 0.183'.0270' O 1B•0.0. / ,/4 0 ITW BUILM O.D.AND 0245-t.d.AM x0.030• TAPODN W�,••,,,,"•„ . 1 0.223'LONG BOTTOM ULIWA7 I WN SEPARARON TMNFA0EdT11 IE(?WOLD4Y 1 SECTION 0320.O.D.AND WEATHER POURED CONCRETE 10 GIASS OR 1/4'0020 0245'Ld. SMPPNG EA. OR CONCRETE BLOCK ( ,1pN PRODLXRS I 1/4' x 1-lIX 1 (1M,) SIDE(TYP.) ! Or zd� WALL REONRED. ( SHEET IJ) / or �8 CRETE-FLEX W/1 3/4• SCREW oR 1/40-20'x,• 3/te•AAM. 1 p ®t }fix MRL EMSEOWNT O 8.O.C. I S.S.NS 0 NUC ffi POP ,M GLASS I WASHER o 1'O.C. O 18'D.C.O.C. ) or µµT I t POURED CONCRETE I MIN.Tr CONCRETE ! or WALL REOU ro cuss or ON SHEET 13) ..®t ®t I NTN.SEPARATION 'POURED CONCRETE ONSHSEE E ) 1 0l CONCRLTBLOCKWALL REOURIDCT 1/4'0 x 1'TEK( $ + I SCREW OR 1/40-20•.1' SS.MS WITH NUC k . WASHER O 4'O.C. •S 1/4.0 DW BULDEX 1. /10X3'S.S.S.M.S.W/1/2'0 iA'CVN W/ANMICED o Y ",),4y a/�t'LONG NYIDN BUSHINGS 1FdF/DFUFe1 NOLOL'( COMMEmm C1 \.1P•BOTrD1n,ANO 3/4• OR 1/4'0 Of,Y7 (SEE SHEET 13) LONG(ryp,TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRt.=CN PRO ELC5 I , MILLER HOUSING(TM) SECTION 2 MCASTE—PLO wr,3/4- i (2•x.•MAX.) N.EMBEDMENT O 6.D.C. WALL FACE MOUNTING INSTALLATION OF ANCHM SECTION 1 'n SPACING ANCHOR GROUTED BLOC(REOWRID 1.000 2.500 MN. (NTN.r—POURED ON E NON. E.D. EXISTING NON STRUCTURAL WALL TRIM(DTxor+ATIL,=s,L) 0 6 ARO OII 'ADVO STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR-Co MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE 1q1 �µLL��p'r' MAX. ASA.DESIGN PRESSURE RATING - +65.0. -90.0 PSF & CONCRETE BLOCK °! 'N+"N([/��//9/ FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zane) SCALE: N.T.S. �Q:;•���ENs�•..✓,p�� ®20t5 Tl1Bo DNC. TITAN II FOLDING IMPACT PROTECTIVE sYSTEM ww n• Z.NOTE FOR COMBINATION OF SECTIONS: * ED. - EDGE DISTANCE = FOLDING SHUTTER CORP. w/,G/,3 SEE SPECIFICATIONS ON SHEET 13 - I1.�-sq DATE 1-MOUNTING SECTIONS CAN BE COMBINED ( ) TILUr TESTING fE ENCiNEERINO COMPANY . 7089 p I PLACE R 1SN3 IN ANY WAY TO SUR ANY INSTAl1ATI0N. S�. AS �F' .�,` am Ns -a;+�m.Y�w�m +s,+ aT+ee �+t�_� 1 15-014 :IRMeMbel.eom ~d&gm.H m.aomOEB-0006719 i SEE LIMtrAnONS FOR®ON SHEET 2 VM 0A UG F IL TBf Jr.N,67 y �' FL0 d . WAW v SHFS7 5 OF 13 Inlium . 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS k WASHER O 6'O.C_ POURED CONCRETE OR ROLLER HOUSING ' MIN.SEPARATION Mx.SEPpRATIDN CONCRETE BLOCK WALL I TO GLASS TO CLAM REQUIRED �"—•(SEE SCHEDULE (SEE SCHMUtE 6PRIOWL RNR HOOD ON SHEET 13) ! Or CONNIECDON 04 �• MON-STRUMML) ) On SHEET 13) 1 or t � (SEE SHEET 13) 010.3,S.S S.M.S.W/1/2-0 ! ®t ALTERNATE 3/16'ALUM. ALTERNATE 3/16'ALUIL x3/4'LONG NADN BUSHINGS POP RIVETS O S'O.C. AT REM. POP RAIETS O 5'D.C. 1 BOTTOM).EXCEPT ATCryp.TOP)AND 1 ONROLLER AT RF/JL' ' R HOUSING(TYP.) (2)NYLON '�-�"",���i 3 ' n 3 "•�, n 11 4 • 0.895RIXO(�11�.) ) n 4y ,G 9 SS�EQ-EO W A16-ALM.POP RIVETS 3/16'ALUM.POP Po4E1S 3 O ' .G B0 SIDES •s �C� O 10'O.C.SORT SIDES IOO / 7E -3/16'ALUM.POP ORIENTATION 8 RNETS O 18'O.C. Q. Q• /10 x 3'SS.S.M.4-W/ 0.373'LONG NYLON NT,0.1471 I MIN.3/4'PLYYt000 BUSHING W/A 0.150' ' NTN.SEPARATION 0.27010.030' MIN.3/4'PLYWOOD S 1/2•MN, LONG TOP SECTION OMD'' TO CUSS ULTRAFAB $ REQUIRED REQUIRED O.D.AND 0.245'I.d.AND WEATHER f.T 1/4'0 TAYCONS OR a 0273'LONG GR M (SEE SOIEDUIE STRIPPING EA 1 or CRETE FLEX 1 4 iHRU BOLT W/ SECTION 0.320'O.D.AND \Z I ON SHEET 13) SDE(TYP.) ®t 8 ANCHORS 6'O.C. '� N 41EA h NUT O f 0'D.C. 0.245'Ld. 52 EACH SIDE (TYP') ' V 1/4' R& BOLT W[ i; 7/4'0 TAPCONS OR NAHERtNUT OS'O.G I Pol1RED CONCRETE OR - CREfE-F1FX ANCHORS 8'D.C. CONCRETE BLOCK WALL ! or REQUIRED 211'OR 2-xS11/6• POURED COh'CREIE OR 31311/6 6063-TB CONT. ALTERNATE 3/16'SUM. ®t ANGLE. CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR�](T PLATE. POP RIVETS O 5'O.C. REQUIRED AT WA STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 .d I IMAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF 9 A MAX.AS.D.DESIGN PRESSURE RATING= +66.0, •-66,0 PSF W z C9 a w z I B 3/16'ALUM.POP R6kT5 O ) MD1TO 110N • z 10'QC.BOTH SIDES (SEE SCHEDULE ^$ ON SHEET 13) F'8 /' `? I ALTERNATE lEC \-Tor a� O ANCHOR ®t 3 w 0. 0. RFNTATION CONFECTION C3AL7'QIUTE LEO (SEE SHEET 13) &ANCHOR 16 ORIENTATION 1/4'0 x J/4'TEKS SCREW W/ W POURED CONCRETE OR 6/8'WZER OR 1/4'x 3/4' •i CONCRETE BLOCK WALL BOLTS W/NUTS Q 5/6'WASHER O REQUIRED 4'O.C. - •i 8' 7 BUILD-OUT FACE MOUNTING INSTALLATION CONNEC„O04 EC-TION-4 (SEESHEET 13) EQ. E0. 1/4'0 x 3/4'TEKS SCREW POURED CONCRETE OR DR 1/4'x 3/4'DOLTS W/NUBS CONCRETE k 5/6'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE RREQUIRED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V11- ION 4A (BOTTOM) FLORIDA BUILDING CODE(Ffigh k Non Kgh Velodty Hurricane Zone) ,.••"..... 02015 n0ECO W— TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY NOTE FOR COMBINATION OF�ECfIONS: * E.D. a EDGE DISTANCE �; '�\GENSF'••,9 �� Aa/M.t 1-MOUNTNG SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 03/10/15 IN ANY WAY TO SUR ANY INSTALLATION. " 1 L E C O,Ko. FOLDING SHUTTER CORP. DATE `�'T(j J •* TILLR TESTING R ENGINEERING COMPANY PALM � 1J *a w xti Wmu" n.mise15-014 -0008719 EKE SEE LIMITATIONS FOR®ON SHEET 2 �A�,t ST q LJ � 2 �m'® 1 ^"14" �;�1M Iy I(' t WALTER A.TILLIT Jr.P.E. FLORIDA U./44167 �1` .+^^/�^ R 91ELT 6 of 13 4 pQHUHNtat •MIN.ED. POURED CONCRETE com"E7:IIOIE CS RWUIRED (SFE SHEET 13) 0060,THICK S.S. ROLLER HOUSING OPTIONAL FAIN HDOD (NONvTTAICNRAL) . (z)RIIDN iow ss.S.M.S.W/t/:v ..1/4'UBUSHINGS 0.865'/(EP.) rP)MNDI' ONG(T BaDM).EEDT AT ROLLER B HOU5NG(TW.) #103"SS.S.MS.W/ J/I6'ALW. 0.371'LONG NYLON POP RNLIS. BUSHNC W/A 0.150• ILOTOP SECTION OISM' a 1R'O.C. NG O.D.AND 0.245 Id.AND CONT.0.153n0.270'a0.030' 0221'LONG fIOTTOM ULTIDFAB WFAT1tER SECTION O.J20.O.D.AND sfNIPPAtG EA SIDE(EYP.) 0245•t.d. or I 8 .) IN.SEPARATION (9 'd M 10 CLASS ®T (SEE SCHEDULE . A ON ON SHEET 13) (SEE SCHEDULE ON SHEET 13) ®? A MIN.SEPARATION GLASS P 1/4'f u 1TEK SCREW OR �. 1/40-20•x1'S.S.MS WITH (SEE SCHEDULE— It CHEDULE J Or•3� _ OPTIONAL RAIN GUAfiD NUT k WASHER O 4'O.C. ON SHEET 1J) 9W, I (NOR-STRUCTURAL) I 1 1 7 ®T H ALTERNATE 3/16'ALUM. I I OPTIONAL RAN CUARD POO RNETS O 51— (NON-SRNiCR1RA.) AT Iff/LR. S • ,n,R y i I R g ALTERNATE J/16'A.U1L 9 ALiFAHATE LEG i•1 POP RIVETS a S'O.C. i0 n LOCATION AT REAR. R a 3/16'ALUM.POP RNETS ANCHOR - (SIDES a CJ n 9 O 10'O.C.BOTH SIDES (SFE S1EET 13) 5 J/fe'ALUM.POP RNETS e 10•D.C.BOTH SIDES EDGE OF STAB IAPPLICABIE SLAABB F POURED CONGREDE Oma ON ca 0 APPLKABIE REOURED 1(SFE SHEET 13) POURED CONCRETE �-- POURED CONCRETE /. REQUIRED.MIN.E.D. REQUIRED m •MIN.E0. 'NLN.E0. (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(Weigh k Non High Velocity Hurrioone Zone) .'.,,....,,,.• 02015 TETECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 00.g1^'eQ NOTE RIR GOMBIIM710N OF SEGTONS: * E.D. - EDGE DISTANCE : P.• `'EN 'p �i� A.O^L �. �,� sF 1- MDUNHNG SECTIONS CAN BE COMBWED (SFS SPECIFICATIONS ON SHEEP T3) FaL41HG SHUTTER CORP. 0J/to/ts IN ANY Al TO SUR ANY WSTAL)ATION. Imo_ = 1 L E G O IMC. DATE (* TILUT TESTING&ENGNEERMG COMPANY 70ee HkLST EIT PIXE / ave tAx ace,ta.,tta See.onset nYmoee,n.atm WEST PAIL BOYCN,FL ST4i3 15-014 1 SEE uMITATIONS FOR®ON SHEET 2 $,4••, A '��` U"'•�m'''—•a':Ofem'I-IDI Re 1Bm-6a-ent - oI:tnteeoeommm .Pit 1<npYWH-BML dA1WNa Fro ED-000671g e� ..... WALTER A TSLR Jr.RE FLGRIDA U./44167 wue 57RET 7 OF 13 )()IutiEuflllt�\\ 'Po eaaLnm co"C'E IeE e.00MAX. swnmC rR Jd1EWlE Bnaaa rALL RE9Ea p7 RokS oP t/4'r TiPCOt6 X X TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (a)t,.•.s/4. - ------- ALLOWABLE TUBE AT 2'aaloNanplulT. 0 0 0 --0 0 o MAXIMUM SPAN LENGTH FA.GEND NUMBER ENDFOFNTUBEPEIS E o 0 0- o SIZE PRODUCT SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM ow +�±.. t/n•�4.1oa sear IwTm- TUBE TUBE TUBE _ o e•oa G Y.4•«Y.Y« ,4•«s:T• 60' 106.0" iJ 8 (sa SOOL44 76 AM ANGLE Iy`„ 2%4"0/8" 96` 85.0' 17 f0 ANCLE 144' 69-0" 13 8 oil -LEmm(nP.7 80" 117.0• 17 10 s•.r 1/4�`iOiaM « eoes-m A t AIIG.E « p t s IF 2'x4"x 1/4' 96' 110.0` 21 12 (� ptH _awN ns110. 7 144" 91.0` 21 12 r W. 109.0" 17 10 (TUBE AT MPIIMCZAL ELEVATION SPAN TUBE YOIINTING INSTALLATION x..n 274"z1/8' 96" 100.0' 21 12 SECTION X 144" 81.0' 17 10 sxe xrs WAR rim ' 4 o.(I) 80' 124.0' 21 12 [o.frw,7 PEvm* 'n•TM"- 2"x6"0/8" 1 96" 1 114.0' 21 1 12 a s 144" 93.0• 21 12 Xa5787F Q t sm•« F.7i YH'«Yd•ar 71c VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION DNLY WHEN THE SUWOION OF THE swe'as�Te�a1l� H Qt SSS :f/ati utwTN SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN sb� w m AWY.Iiw7E SHOWN ON TABLE 1. (CFE soxiaulc7 Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) t/4v 31C TOc soar MAXIMUM MAXIMUM PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS . o 0 0 o e e•on - ---_-- ------- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE • sruNWOE PON:cmaa - ------- GDa-m iuor � ��m��E 60' 76.0' 13 12 (e)+/4•.s/e ttx;soar gqRm FFn SafmLpE 2'x4k1/8" 96' 6.0.0" 17 15 JMAX.ao• x. Ar Y oL I➢Uix10• Y. �• � a ISLENo 144" 48.0" 13 12 eR nao ma (>)IaaWs er+pv rAvoora nPICAL��T BE_AT BOTTOM) 80' 87.0" 21 18 BLOCK BW mnuran ANOIOR9 tt*PJ(etx SCIEDLLF7 SPAN TUBE MgO�U�NnT�INyGyINSTALLATION 2'x4'x1/4' 96' 79,0' 21 18 'pie yrs ANGLE 4 1/1'ED. SPAN Tm 144" 65.0" 21 18 +/.•x sH•1Fxs spar s Le«s:Y«s5a:+p• DIPJ AT O.C. ox�uGNun. eoes-re wm.ANGLEs paw �n.m80" 77.0' 17 15 a r . GrFws ort 4'. ism 901mm 2'x5'xl/8" 96" 70.0" 21 _ 18 CDP.)ISLE sctewcl « - p Y 144• 1 57.0" 17 15 80' 88.0' 21 18 _ pt Nis 2'x6'zt/8" 96" 81.0" 21 18 •I Z Z 144" 66.0' 21 18 F o 0 0 o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE '/*'•'/4'VO QR GROUTED CONCRETE BLOCK WALL F_awo'MX oe•ac o 0 0------------- o o -o ------------- (��W SPAR TUBE PER sem SCALE:N.T.S. 9PAN 1118E PER SC34DlAE 6067-m ALLOY�x o o O '0 o o MAY.A.S.D.DESIGN PRESSURE RATING-t72.0 PF 3 t4'«s1T« s we smr/4. ia+atx mea-m `� rvaE FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ALIAL ANGLE R�8 (ME SOEmul � Q•, . ®2015 MLTECD INC. pt y�.. ��GENSF'•.9� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM By os CAT I n cara,E I p* = 1 L E C O ENa. FOLDING SHUTTER CORP. GALE 0e WALLO YM'«]•d«d'n11/4' � = � TIWT=140 R ENGINEERING COMPANY W�pjyy'�RPIACE41d 15-014 e)t♦•.s/+•TDcS star lHacfN eoes-m AtdM.WOOF TYPICAL ELEVATION (TUBE AT YIONE3GHT) $'�'3� Q max s. w(cu area M teao--sa-esn ImwuGlwuLT. Ls- ^• QR)Ur':'c1��� - I®-meCOOGs tY s `e •••.rte'*@'+ owMxo N. SPAN TUBE MOUNTING OISTALLATION wuTtn A Tniir a P.E .r .w• T SFE U ITrATIONS FOR®ON SHEET 2 '�E•� Z "�f \\ FLORIDA lie.(44107 w+v. SLEET d OF iJ 11 1/4•e 7 1 3/1• MM.E0. 7/PLCN3/CF0E-ft0 C=SLEET -,x"'"No 4..s AN010"a 11r O.a ,$) STM STIUCmRE ION.ED. 5a 9.759•MPJ D0511N0 (SEE SLEET iJ) Eta'O1NO ' �Zp, �( SIRUCIIm STROMRE J/e'!7l81EAOm x iJR /4•A..1 3/4• 3/19'POP I NETS OR. O CF7aEJ8E'CE FOR ! 7lPCQiS/TETE-i1.Fx / 1/4'•J/P TENS 0 (>YP•) ANCROM a W'o.a \ 1r C.C. 1 1 1 1 nr POP 3 1 or 1�t or 1�t or 1�t OR 18-o.cor 1 ms a �TE l SND CONDITION sov 1 sD.o 90.0 2 is 80.(r s/ir POP=rmm OR 4 SH 'WN 1/4•,J/4•TD6 0 e 091: 1) ORM (g MmE q (t) a J0 ac 0 EXTERIOR (2) a 3r O.C.o aosPA�roR lQQI��m 9a (J) O JO' O.G O M�A/TFCR UP \ HORIZONTAL SECTION 20 °�°"SPA4 �$ 5�,'9W��'� 18 / \ - .. SCREW OR E�xmaaR) MORS O°Da0F1) 9aF1aaR OR FxRJEIX1) a"m) ,wa¢aNrAE SECTION rallS RNDS rA2•N1/e•CaNr. *WY VARYAT LAST SLAT11T 1RAMM WTAUAMM 4 ORr 60&3-79 Auov ANc1E 4 OR •ac WN / TAPoON CRETE-ntx TAPr.oN/cAE7E-HF7c. J t SFE LMATIDNS FSR©ON SHEEr 2 ANa 1r as m SHO AMOK=o 1r o.a 1.easTm SHO \ 3 / SyRUcrm Dosmc 5RamNFE / EOSIINO SiRUCtURE BUILD—OUT /2• WM.16063-'M Amoy Amu MIN. E0. Ea END CONDITION J/ir. Frim OR 1/4.1 J/4.MIS OR ExSINO STRl1CIURE FND LOCK ANGLE 1/4 's/o IReC. v/ END LOCK ANGLE NS O,4'O.C. HomcmT&SEcoom HMONTX SECnON NOTE.1 r r r.1/e'60aJ Te t/r.s/r TIX GOMr.AWIANW BEM ANQE SCREWS A AC/TFD m ONE ONE LOCKING TUBE PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR k)®e Jo oa a CEARTRP1ECE o r O.C. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A N g To�• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN k(s) o so 0.357'x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oTO a uesP FOR 144- UP INTO R WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW WAY BE Mr M) A 0.200' LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 1NIFToOR OR ExtDaaW OF THE TIP A SQUARE, 0.475'xD.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR o5 ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE � ' SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366'xO.368'xO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" � DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 500 SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER IMAxJ HORIZONTAL FLANGE OF TOP/BbTrOM TRACKS. 4 OR(5� SHOWWFFJI ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HnRaamLSECMN `���,,.••'•••• d ��� FLORIDA BULLRING CODE(High& Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. _ '_ 0Z°'g""s°" TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORARNBf No.44167 "°^" CONCRETE BLOCK & WOOD (AS APPLICABLE) IL E C®��o. FOLDING SHUTTER CORP. °'DATE'° TLLR TF571NO&ENOINEER,NO COMPANY IM R361REEr RICE J w N1r. m.Joe vuow oumn.n atm VAW PAW ifEVGH.R JJ413 15-014 R��V t��0smurl-fair PH:rdev uN�mem',r CRAWINO xe • '� \\ WALTER A�71Jr.P.E. ,1 •• ATE IIJI.I A U 44167 mia.. • SLEET 1 OF iJ rAr.ve• ALLUK i MOLE J auzn aurDT wDNr PER s,O4,s+FiT e A q (.)3i1e•POP TEVETS. uLUNrNi IYr MH Esc or Y■Y A LED aPDEACE i►w a NO ANCHORS �.� (AS SM OR TOWVM REOuwETT TSmumm BUBD-our YONNT PER SECRON 4.sw B (R)J/te POP RrEs CAM EEO Or 2'kr ANGLE tttAttn� @LOSE SI,MIl.AIi AT HEAD PIAN YIfW A—A OR El"A LIMi+E"-� ``\ XXT£ IQR L *flQ AND SILL AND BOTH SIDES y" \ OF PRODUCT (x)I+/4•A.3/4• ,i!'' i OPTIONAL SIDE ANGLE � /Aries 7O S/r.t r �■r GUS TOP frnN sEenaN a sxEtr B) TUBE DaRON OR TO WALL(z REQURED) &l.1/4*0 EA ANDIP TO BUB i/.L•f X i J/4• DO1APCONSEND MEOOR M MAY BE MT ORETE-FTEIw .` DO . '�• ...��,., 31/ PTOR 48• ORj OmNa smucRR3 6 fr OC 3EDGE ISOMETRIC SLABaF CONOT�TE (ITP.AT TDP AND BDRCY MM) EM M M BE MT 2 TRAPPfd END CORNER POST CONDITION WfL END MOMONTAL SDCBDN `,`,```T��I1 �TA�r�i FLORIDA BUILDIkD CODE(High Ac Non Mgh Ydactty Hurceane Ione) END INSTALLATION DETAILS INTO CONCRETE �``. ��CLNSF'•.', ®xots,ntEOo DiG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GNAW RO a Ac/NA, CONCRETE BLOCK & WOOD = No.44167 (AS APPL.ICABL.E� . FOLDING SHUTS CORP. 03DATE /ta/TS AWT TESRND h ElIDINET1tINC CDMPANY TBES HENSR✓E.ET P1ACE v1C N!.3'Ak 91.SStd 303.YROPQ Br�CpE FL 33. AE4f PStY37413 c3rn..I-s3Tr PN:TaoD e4J-DTTL 15-014 i� � •'���\ SEH h-ODDO7IF w -f-w-p ftff om ORAWNO Ne WALTER A n Ur naAva vrt ar,r e®+rm+ mT AA+ 1y• , FLORIDA Ela 144ts7 asw . BEET 94 Or 0 ,Y "A" NISH IT .4". OPn0NP1 RAN HOOD (NON-STRUCTURAL) N«y WALL FINISH 110:,7'SS.S.M.S.W/1/2'0 x3/4 Yy: n ROLLER HOUSNIG AND 1 ANO USNNLS(fyp.TOP) CONMDM M C2 RYP.BOfTOA1).EXCEPT AT ROLLER HOUSNG(EYP.) c Pic 0,080'THICK S.S.ROLLER HOUSING (2 NYLON -�� 1 '•� OPTIONAL RNN HOOD ) C5 V (NON-SIRUCNRAI) 0,855-0�(1YP.) 1 6 LO 21x4'CONT.WOOD 1 3/16'ALUM.POP 'HEADER REDb. 110 x Y 55.SNS.W/ 1 BUSHING LONG LMON RNEfS,O 1B'O.C. BUSTING W/A O.f50' OOmmitIF ION CONT. $ �1 N4 TOP SECTION 0.500' 163S0,270' ,W. rn � 1 O.D.AND 0.245'I.d.AND =6AB 1 0.223'LONG BOTTOM 1 or SECTION 0.320'O.D.ANDSTRIPPING ALUM.POP STPoPPINO EA 0.245'Ld SDE(IYPJ ® � r W 1 (TYP•) i'e \ t�ya fVEIS,O 18'O.C. 1 MN.SEPARATION 2S4CONT.WOOD I LW.SEPARATION TO GLASS HEADER REO'D. TO GLASS (SEE SHEET 13) 1 Or �T.SEE HEFTSCHEDULE3) 1 or ON SHEET 13) ®t ON SHEET 13) 2W CONT.WOOD 1 1 PLATE REWD. 1 1 '` 5 WALL FACE MOUNTING INSTALLATION g SECTION 2W (TOP) ;�;: DITLNFrnan� WALL FNTSH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ``\``tA17�1LA III I��igAAAA,'' FLORIDA BUILDING CODE(High d Nan High Velocity HurriGone Zone) t SFE LIMITATIONS FOR ON SHEEP 2 P: �pENS ®2G1s R'-TEG°INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAW ar. NOTES" _ �. \ A.G/Md. LQOTE FOR GOMBINAITON OF SECTIONS: w/fo/m 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ _ " E C Q PNC, FOLDII+Ki SHUfIER CURD. OATS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED I nuNr TEsnNo a EHOINEERINo couPANYHaamm IN ANY WAY TO SUR ANY INSULLATION. a ��-; eee.r..tse. sh 3x.Neau oxmoa n m,m rW Pp RL3.7a3 :!.a:an-,am.rm r Lsoem,-,ss, Ear rlwo-"3-6371 15-014 ��4�'•.F� RIOP':'�4'�� E-oo0B�19.ten —jdfflnw+.rher.�on, DRAWING xe �t p WAL�M LIRa�HiBi mx a r ms,v IAAI OR�• N 1 �� d'4'O SLEET 10 07 13 ` 1/40 x 3/4'7EKS SCREW OR U/4'x 3/4' BOLTS W/NMS h WASHER 0 6.O.C. 4•xB'2 9 M1)tJ(ISIING WOW BF1I1 OF EXISTING WOOD BEAU BE OF CERTIFIED WOW REGISTERED 1D BE ENGI EER BY ARCHITECT' ?til QIdNEER OR ARCHITECT'PIDOR WALL FINISH .0.060'THICK SS T SEE LIMITATIONS FOR ®ON SHEET 2 TO PRODUCT INSTALLATION. ROLLER HOUSING 2'x4'CONT. AMME13110H C4 NFADEROPDONAL RAIN HOOD NOTE FOR COMBINATION OF c_ECT10N5: REWD. E0. E0. (NON-SIRUCTURAL) r?"> 1— MOUNTING SECTIONS CAN BE COMBINED 0011SL`71GN Ca - -LONG S.S.S.N.S.W/t/2.0 x3/4' IN ANY WAY TO SUR ANY INSTALLATION. LONG t ON,BUSHINGS(fyp.TOP) LO AND 1' NG(TSP•BfOrTwT011),EXCEPT K AT ROLLER HOUSING(TW.) �S, "I I a GPRONAL RAND,D =.vy.ir„; � 1— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO +:Ci7';�7;✓= (2)NrioN a is s - ROLLERS BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR MUAL i i i IOass'r OtPJ POP6• 75, d10 x 3'S.S.SM.S.W/0.373'LONG.IMON ALTER NATE lEG O 18'O.G BUSHING W/A 0.150'LONG TOP SECTION I I /18'PLL1N.LOCATEIN COTlL 0.500.O.D..AND 0.246'IA.AND 0.223'LONG POP RNEr', (SEE NOTE•) 0.163•x0.Z70'x0.030. BOTf0/1 SECTION 0.320'O.D.AND 0.245'Ld. O 1B•O.C. I ULiRMAe 11FA7HER Mp•) MIN.SEPARATION I STRIPPING Ol StOE M GLASS ' or ®T (SEE osHttr�UL jja MIN.SEPARATION J Or 1 �� YIN.SEPAATION µµ�I GLASS TO GI. Tn 1 Or SCHEDULE SES�; ON SHEET 13) ON i or (9 v (9 t ALTERNATE 3/16'ALUM ALTERNATE LEG OPnONAL RAN GWUTD POP RIVETS O 5.O.C. '_, __ NOTE ALMLOGT LEG A7 REAR. i i� JT�Ir`--�_ _ / (SEE NOTE•) (Npp_SiRUCTi1RAL) ON (SEE NOTE•) I I �( I __T,I 11 ALTERNATE 3/16'ALUM AT POP O 9'O.C. 2'x4'COW.i WOW PLA rdcD'D. •=.:>:! I I o �3 J/16'ALLIN.POP RNEf" - n�I I/Ir ALUM.POP R. $ - cO I0'O.C.BOTH BOSim E0 c . M. W EO E0. 25:6'YIN.WORD . DECK REWIRED q 2 r4'CONT. ,~ 1/4'6 x 3/4'TOGS SCREW (NO FINISH ALLOWED) 1/4'6 x J/4'7FJ4 SCREW �D�� I OR 1/4'x 3/4'DOLTS W/NUTS 'Y w/Sse'WASHER OR REDA d 5/B'WASHER O 6'O.C. pN Ce 1 1/4 3/4'BOLTS w/NUTS 1x I CONNECTION04 5/O'WASTER O 4'D.C. f a2'MIN.E.D. 2'MN.E.D. G3 WALL FitTISH WALL mm RUII D-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM) SECTION 7W ``A`ATALAI)1I11A1(1�((7iAAA'AAr FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ZLQI� ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTEED 02015 rL7Eco INC. TfTAN II FOLDING IMPACT PROTECTIVE SYSTEM DaAUT+ A.04M L INSTALLATIONS DETAILS INTO WOOD = IL P.eo�IN1:. FOLMNG SHUTTER CORP. °'a°E'° SCALE : N.T.S. '* TILUT TESTING 'ares tHBaTtEfT PLACEu k ENGINEIARIG COMPANY PAW 6FJOH.R ST41]S'f A'Ct 'Q= axe x..xe.s.a.amL Asan aumms n areae 15-014 'Y Prey: n tM".: t-Isv.rm:(Aoelmt-teJ+ RL teo0-643-e37t'''•;SCO Dp` .''tct�.� cE:tEa7oa�oe7o�rl.mm ..�rdans.nuLa­ IrwLwNG w FLORIDA Oa/"167 nN67 SHEET I7 OF 13 lllltlll ,+ MBI.SEPARATION 7 To GU155 MIN.SEPARATION (SEE SCHEDULE TO CLASS rl T ON SHEET 13) 1 . (SEE ON SHEET fUJ W or G3 aPIKINN.RAT+GUARD r F— AL) �� JHAIE (NON-smucruRu)1/1'0 x 1'TER 3/16•ALUM. SCREW OR 1/40-20-x1' POP RNE15 O S•O.G S.S. WRH NIIT h F APPIJAT REAR. g HER O 4.O.C. I \ r� J/16'ALUM.POP RIVETS O to'O.C.BOM SIDES EDGE LI SLAB -- �� .o CABLE _ EDGE OF SAAB ALT"'ERHATE LEG A:I i� comm7m C7 IF APPUCPBLE ANCHOR LOCATION (SEE NOTE•)�N - - 2'xB'MIN.WOOD DECK REQUIRED L IF EDGE OF ri (NO FINISH ALLOWED) COTIemm OR SLAB EDGE F 27 MN.Fes. 2'MW.ED. APPUCADLE � SLAB IF. APPLICABLE t SEE IJMITATIONs FOR®ON SHEET 2 ALT TRACK ADAPTER • MOUNTING INSTALLATION I NM.ED. U'MIN.E.D. NOTE FOR COMBINATION OF SF(=TIONS: SECTION /BW `BOTTOM) 2'x6•MM.WOOD ' DECK REOUIRFD 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2,.e CONT.woos TO GLASS CHED ��. PLATE EO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM) ON SHM 13) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL (3) 5/t6"0 LAG 2• - _ WALL FINISHSCREWS W/2 t/2 MRL L6N.E0. 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D.DESIGN 8 0�®T b pENET1U1T1ON AT R1MD1H PRESSURE RATING & SPANS 1'x 4'x t/6' (2'OF RAFTER/1RUSSFS { 6063-T6 CONE. a ALUMINUM TUBE 1/4'x4•(6063-T6)FLAT EXISTING 0(WOOD PLATE W/1/4.0 x1'TOC TRUSSES OR RAFTER 2 z4•MIN.WOOD SCREWS O B'O.C.IN AT 2C O.C.MAK STUDS O f 6'ax- 1/B•xETWEEN TRUSSES OR ' RATE W/1/CO x1TIX SCREWS O 4'O.C.IN NDS(2)1/4'0 TNDS SORE I OR CRETEFID( BETWEEN TRUSSES ANCHORS aR/f4 WOOD SCREWS OR 8 EDGE(IF APPLIGBLEJ NDS LAG SCREWS AT NIOWOTH OF EA.SND W/ g 2 1/2'Mtn.THREADED PENETRATION IMO WOODSIUD _ 1/4'MAK PLYWOOD MOOTING SOFFR 1/4'0 x 3/4'TEK (ROIIFRS SCI�W OR T/a•-20 x 3/4• —/10xJ'S.S S.M.S.W/I/2Y x3/a•LANG °• ss BOLTS Wf NUiS 8 MISS OYP.). MON BUSHINGS(Typ.TOP)AND 1'LONG 1/a•0 x 3/4'TER WASHER 0 5 D.C. x{ (Typ.BOTT01),DLCEPR AT ROLLER FIOIISING - � SCREW O 6.O.C. Itp, 'OS.N.S. ' I 8 Y "R') MOUNT WOOUNTING INSTALLATION LG RG TOP E A°0'5 � INSTALLATIONS DETAILS SECTION 1AW (BOTTOM) LONG TOP SECTION 0.500' 0.163'x0270' O.D.AND 0.245't.a.AND wO�O- MAX. A.S.D. DESIGN PRESSURE RATING- +60.0• -60.0 PSF GTI003•` 2O 11QDOA MRL. CLAS SEPARATION INTO WOOD SECTION OJ20'O.D.AND ( �� STRIPPINGL� Ip ! Q ``AAAAANIIIIIIIr�LEIAAAAii FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) 0245•La. or®T SCALE N.T.S. (TPP.) ON SHEET 13) SIDE(TTP.) 1..,............ �. 602015 TILTECO INC. Q'•' LENS' '9 % TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRANI m' HEADER TO TRUSS MOUNTING INSTALLATION — �*_ FOLDING SNURER CORP. °'DAM IL ECO�N�. '*C��f TILUT TESTING&ENGINEERING COMPANY 7=HENSTRUr PUCE SECTION BW (TOP) — N��.�.mm x ., n,,,� L1TSTPAIL B.A01 R , 13 15-014 off; TAT OF �Q` �+,Lm , tTTN-+y, RE711I00-44J-dnl • dboxlft-mn 01iAWR1oNa MAX. AS.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF' P d' WALTER A.TILOT Jr•P.E M�'�' °"` o aom, ribmaA Da}14167 mAOM sf1EEr 12 a 1J 10fT11111111H1 CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE MAXIMUM WIND PRESSURE (n ea f) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND .CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE& CONCRETE BLOCK .�J®TS SPANS IS LE. 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 +�OLM SPANS A Ma M,.X aE CONCRETE CONCRETE BLOCK STEEL WOOD RmcwNAT MP ANCHOR ANCHOR Pst �,E Mazem CON. ANCHOR ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK L+/-) PRE95UK PRlSAWE a vorm TYPE SPACING ,,_-. -q --+, TYPE TYPE (0) (L-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE ° 30 psf 144.0-. 144" c A B d C ) A C E A C F A B C 1 A C 60.0` 6D" BS lb/ft) 9 425 LB/FT - 388. /FT 157 LB/FT. 134 LB/FT 256 LB/FT 397 LB/Fi r 9 w 417 LB FT - 368 - 134 LB Fl 35 psf 100.0' 100" Cl 6 473 LB/FT - 418 L8/FT 236 LB%FT 202 LB/FT 383 LB/FT 432 LB/FT I C1 1 461 LB/FT - 418 LB FT - 202 LEI/F1 144" 144' 210 Ib'ft t2 387 LB FT - 334 LB 1 6 FT 142 LB FT 271 LB/FT[405 lB FT _ 60.0 60 100 lb/ft C2 g 456 LB FT - 362 LB 250 LB FT 190 LB FT 318 LB Fi LB Fi 12 375 LB/FT - 334 LB/FT - 142 LB/Fl 40 psf 400.0' 100" 167 Ib ft .g 525 LB/FT - 419 LB FT 312 LB/FT 285 IB/FT 353 LB/FT LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/Fl 144". 144'. 240 Ib R 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT LB/FT 6 502 LB/FT - 419 LB/FT 285 LB/FI 60.0 60.0' 115 lb/ft 9 372 LB/FT - 309 LB/FT - 134 LB/Fl 80.0' 80.0' 154 Ib ft C3 6 496 LB/FT - 375 LB FT 236 LB/FT 202 LB/FT 298 LB/FT LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/Fl 46 psf 97.0' 97.0' 187 Ib ft 3 .813 LB FT - 572 LB FT 326 LB/FT 304 L.B/FT 418 LB/FT LB/FT3 760 LB/FT - 572 LB/FT - 304 LB 115.0" 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT3 LB/FT 9 445 LB/FT - 370 LB/FT 134 LB/Fl 144" 144" 276 lb/It C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 L13/FT 357 LB/FT 483 LB/FT 60.0' 60.0" 125 Ib/# 3 972 LB FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB FT 753 LB/FT C4 6 561 LB/Ff - 448 LB/FT - 202 LB/Fl 89.0" 89.0.' 187 Ib ft9 281 LB/FT - 224 l8/FT 81 LB/FT 83 LB/FT 143 LB/Ff 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/Fl 50 psf 100.0" 100.0' .208 Ib ft 9 226'LB/FT - 224 LB/FT - 83 LB/FT 120.0' 120.0' 250 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT05 6 339 LB/FT - 334 LB/Ft - 125 LLB/Fl 144" 140' 300 lb/ft 843 LB FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 l6/FT - 670 LB/FT - 250 LB/FI 60.0' 60.0" 138 Ib ft 4 9 1 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 81.0' 81.0" 187 Ib k C6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 55 psf 100.40 100.0" 229'16 R -� 3 822 LB/FT 975 LB/FT 848 l9/Fi - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - 120.0" )20.0" 275 Ib R _ 3 663 LB FT 756 LB/FT 646 LB/FT - 4 269 LB/FT 301 LB/FT 183 LB/FT - 114 LB/FT 153 LB/FT 137 134" 330 Ib R 4 232 LB/FT 236 LB/FT 183 LB/FT - 60.0' 60.0' 150 Ib ft C7 2 358 LB/FT 402 1B/FT 244 LB/FT = = 152 LB/FT 204 LB/ C7 3 310 IFI/FT 315 LB/FT 244 LB FT - - 80.0" 80.0' 200 Ib ft 305 LB/FT 12 388 LB/FT 460 LEI/FT 409 LB/FT - - 60 Psf 100.0' 100.0 250'Ib ft 12 491 LB/FT 596 LB/FT 409 LLB/FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FT .691 LB/FT 614 LB/FT - 1t5.0" 115.0' 288 Ib ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 1 777 113/FT 1921 LB/FT 1 819 - 131" 128" 346 Ib R 6 982 LB FT 1194 LB/FT 819 LB/FT - - 530•LEI/FT 336 LB/FT 59.0' 59.0' 160 1..- 65 btt65 psf 92.0" 92.0' 249 Ib/ft „ 100.0" 100.0' 271 Ib.ft MIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE GENERAL NOTE 0.2'ON SHEET 1 126" 123" 360 Ib ft 60,0" 80.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psi 100.0 t00.0 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC.C.BLOC WOOD STEEL 121' t]e" 374 Oft- SPAN HURRICANE ZON HURRICANE ZONE A 59.0' 59.0" 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4'0 TAPCON C ADVANCED 3.50" 2.50" D N/A 4.00" 4.00" N/A N/A THREAOFORM TECHNOLOGY 75 psf 1 100.0" 100.0K387b ft 5'-10" 2 1/2" 1' 2 5/8" 177" 114" RAS LESS 1/4' A x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A'i 80 psf 113" 111" ft90 Psf 107" 104" R >5'-10" 2 5/8"} 1" 2 3/4"} -too psi 107 99' R TO e'-3" 1 C _ 1/4' 0 CRETE-F1IX 3.00" SLOB' O N/A 3.00' 3.00" N/A N/A110 paf 94' 90' ft120 psf 87" 82' R E1/4" 0 ITW-BUILDERN/A N/A N/A 1.00" N/A N/A N/A 2.00"730 psf 80' 76" R >B�_3. 3 1/2" 1° 3 5/8" TEK SCREWSpsf 74" 70" R TO 12'-0' F N/A N/A D N/A N/A N/A 2.00" N/A 1h NDS WOOD SCREWS OR150 psf 69 66 b ft 1/4" NOS LAG SCR--- 7- CR-1- 160 psf 65 62" 483 Ib ft 0 AS DEFINED BY ASTM E-1996 STANDARD. ``'4g1A 1Tit �IAAAAAry FLORIDA BUILDING CODE(1-f1gh &Man High Vel«ity Hurticane Zone eHgT } EXCEPT THAT 3 5/8" SHALL BE USED _, L+:MAMMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ``��Q: •�,\CENS�c'••.��% ®2a15 n'�D M. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °�"A7 W. AL MIN POSITIVE A.S.O DESIGN PRE531)RE RATING. L-:MAY ALLOWABLE PRODUCT SPAN FOR A •4. 4A& 7A. Oa DATEG EN NEGATIVE A.S.D.DESIGN PRESSURE �-� ENING SH ER W RATING. T1WT TESTING Q ENGINEERING COMPANY WW��FL X13 FINAL M"fMUM ALLOWABLE PRODUCT SPAN Is S A'•, 0771)C UI' '; N•• '°^n` �A Q4 n m'" 15-014 EQUAL TO THE M NUM DLTERMNED PRODUCT L.p FL I fs�_)eT+-Imo.Tm,Ixa)en-Iv1 Plt Id phut-6J)1 SPAN BETWEEN L+'AND'L-. '•. �Q tom, �` n1p� 19 Lwm �aw..Auemp tfm.eun DRAWING W WALTER A.TILLIT Jr.P.C. ILCM0A U.f 44187 MN. SRlZ'T IJ OF'