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HomeMy WebLinkAboutProduct Approval . . .......r _ ILIA Castle P, NVNPI 'NPI �qv "qv 'NPI Impact Windows FACTORY DIRECT SINCE 1969 ' COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: MCNALLY,THOMAS Wind Zone: 160 MPH. Address: 6018 ADONIDIA PLACE Exposure Category: C FORT PIERCE,FL 34982 Minimum Building Dimension: 40 ft. Mean Roof Height: 12 ft. Risk Category: II jot Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 129.5 86.75 7 29.0 -35.9 2 End 325.5 88 7 26.5 -30.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 Customer: McNALLY WorkOrder Number: 02292016009 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -35.9 129.5 86.75 132 93.25 90 9"o.c. 9"o.c. 2 -30.9 325.5 88 355.5 91.5 88.25 9"o.c. 9"o.c. Florida Building Code Online rage i or z Professional Regulation Florida Departments BCIS Home 1 Log In ! User Registration Hot Topics Submit Surcharge j Stats&Facts i Publications FBC Staff ; BCIS Site Map Links i Search Busines Product Approval Professi I R USER:Public User Regulation Product Aooroval Menu>Product or ADplication 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 ® 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. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.[)df Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46, -46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15= page 13 for additional spans and loads 0310.01 DRWG.15-014.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.Coovriaht 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: SCCUrit Ai171t IQ' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 QENER�L NOTES• 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(W417)AND OUT OF THEM(WRQ). - 1/4'0 TAPCON W/AWANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX.AS WMJFACTURED BY TIW/BURDEX, INC&ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY,OR+ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(MM&1809(NEMC)OF THE ABOVE MENTIONED CODE. FOR A BASIC WND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A OIRECTIONNJTY FACTOR MOTES, Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.U.DESIGN PRESSURE RATING INDICATED CN SHEET 13. IN ORDER To VERIFY TI£ABOVE fAEJ01110N,ULTIMATE DEW WIND LAMS OEIFIARED PER ASCE 7-10.SHALL BE FIRST G1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4.0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR REDUCED 70 A.S.D.DFSDI W=LOADS BY MULTIPLYING THEA BY 0.6 IN ORDER 70 COM]ARE THESE W/MAX(AS.D.) 1/4'0 NDS LAG SCREWS PRO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C7 THRU C4 AND CS THRU CB DESIGN PRESSURE RATINGS INDICATED ON SHEET I& CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS.P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR 1/40 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. . FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FWND ON THE EXISTING SECTIONS ISM&1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE EUNGNETRING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.1.),HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1616& 1604 OF THE (D) TO ENLISTING STEEL STRUCTURE MIN. 12 GAGE:.FY-33 NSI(MIN.)MATERIA.. FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE# 10 x 3', 410-HT MINIMUM SERIES W/173.6 k4 YIELD -1/4'0 ITW BUILdDI TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 kei TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPCLYMETR COATING,AS 1N01m. MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA. 19381. 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 ITW BUILDER TEN SCREW 1•. FOR 6083-T8 ALLOY AT SLATS SHALL BE Fy=25.9 ksL 4.ALL SCREWS TO BE STAINLESS SLID.304 OR 316 SERIES W/50 kd YIELD STRENGTH AND 90 Tai TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TTW/BUILDDT TET(SCREWS MID SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE.BLOCK OR S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ANSI 304 OR 318 SHIES STAINLESS S.TF11 117TH1 35 kei MINIMUM MELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: 10.PRODUCT MANUFACTURER'S LIBEL SMALL BE EDITED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THRFADFORN TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.f'n=3192 psi. WITH SECTION 1710AA OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. fc 3000 PDL LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEA(,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fc=:3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DWAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. A.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4.0 CREPE-FLET INTO CONCRETE IS 1 3/4•. 12.(A) -THS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE.SI E CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLD SET ANCHORS SFWl BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS NO-SC EMBEDMENT INTO STUCCO SHALL BE(RELY EMB DE 0 7/8 S.5 SCREWS USED SHAH BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIT. CONDITIONS DETAILETI ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MANN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EMSTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.ED.ENGINEER• SHAD.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. (IN 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 SET AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT -1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES, * THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1)mitRMUM EMBEDMENT OF 1/4'0 TAPOON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. `„IA11{1111L11ttItANY AAh� 6.2)3/4'SOLO SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK INRJk FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) . NO � ••• i EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG " •' CENS''•.'���'�� `A 02015 7UECO CNC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM MA"9r: MINIMUM SHOULD STUCCO EXIST AND 1•MINIMUM FOR WALLS WITH NO STUCCO. (C AR/ML B.3)IN GSE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. 03/1o/1e ANCHORS SHALL BE LONG ENOUGH TO REACH TE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ; * - I L E G O I x c. FADING SHUTTER CORP. 9.1E SHALL BE AS INDICATED ON NOTES 8.1 &8.2 ABOVE. = Lj K *= 70"Ott-NSTRELT PLACE 77LLJT TLSfINO R ENGINEERING COMPANY yASY PNM WJOL FL M413 mm 9•,• Q` Das N cam _w.v�cw�Cw� swlPN:IBM-0a-6.371 15-014 RIO. •:�4Nt• �ssr latacosad.w n _jda vd-ft am,e DRAWM Ra /��N" • ••A 1E FLORIDA U../44167 wwo a� SNFET 1 OF 13 'v PyNr y3, p@.. Rq �.5$",�• '�s. rP,'e �2la0'�, �_ �_a9 a7c1y•r�� tpr:'s_' ' 188' Irr • g- �-•eez�'� 2w/r 9.>s- 7J bee' (TO - � (9 SLAT WINDOW ©L_END T SM' ®� ERIOR CENTER IEC BE USED FOR ALL lNSTALCA77ONS. 6063-76 ALLOY 6063-T5 ALLOY �^'- =TS ALLOY - MAY INCLUDEPERFORA77ONS AS PER (to BE USED ONLY FOR INSTALLA77ON5 ® INTERIOR CENT Z'RPIECE 6 6 AtfdY OEWL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BORt7M OF OPENING 6063-T6 ALLOY SEE COMPONENTS 20,21 &22 ON SHEET 3.) 108Y .3Tf• J10' LIJa• E316' 1961' 2713• 9AT a.012' 2QS7•_. .off-- Q Q.rao• qtn la3Yrao' _ am• ago - rae• b - / 8 .rn3• b -�• .av 2S 1.2eY '�- � F: 7 •061- A6T ]p • a.m. 2.AlO' 1713' 267Y �g Q L2" MAX. B.O. © SPALL HEADER I CEILING FIL'ADERb ® OTT SILL TRACKS ® 0 OM TRACK ADAPTS 6063-0 ALLOY 'SII'L�HEAD TRACK - ALLOY --•DY J -T6-ALLOY - 6063-TS ALLOY .aaO• zeae t2 • COMPONENT a b t1 t2 sue• © 2" 5'MAX. 0.125' 0.125' • .os.7' .mO' i a mr'�- 2' 4"MAX. 0.25" 0.25" _ 9� o� © 0.062' 0.062' ® RAIN HOOD ALT_ POTTOM TRACK ADAPTER © BOTTOM RAIN GUARD @@Iq� -6 ALLOG S 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY Y COMPONENTS p166tIq �8• = 1" $ \\N ' FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) a/11•� •,.••""'•.,•1/� ®2013TRTECO NO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.C./.L R• �GENSF s © r3�'0-1 E6 CACA T �Ar/Y �}-�}y�} _ IL E C O�N,. F Loarc sHur CORP. ma15 LOCKING 1 l/UGLS —� _ TILUT 7ESi N0 R ENOINEERINO COMPANY 7=1100REET PLACE a ThLf7 $SCRERS 7 *,s� 15-014 fiat M1x sl..am.Nea1A M1>J1m W61 P BOrCFI R J341] AT CENTERPIECE. CORN R= IfS�T'-1 / �€ ;�L, "R� 1�.�" +1�1 PIS 1360-6/,�1 e Dae:Wleeooael.com _jbw p%.ft�mn 0RAx1N6 x> so63_rs-ALLOYA''• 03-0008719 as. e1rt mem _ O.+ WALTER A.TDLR Jr.P.E. - 28 I/2'LONG i�i4.� FLORIO,On/44167 R SHEET 2 OF 13 IttflH1111111H\ `/ I ux ' I f2MN «� j W WTap 3()ROWS Of oauTTap 1 4 i Fnae i Efl SPAC i t 4 ; J/B•APART. --_T_X13.-.--'-Oo IN,am f; Z-CLP ACN WE 1 TABLE 1: SOURCES FOR O O OF WINDOW(SEE TABE 1) ° ° & OPTIONS ° VSSArS OOTrPrk PROPERTIES SWO W' WA Tn: A"CK =ILSNWNfPLUM OO (rip) tLCA,MfOLOV ST tEM T03 RM ° 20 Ono WEWIM Sp0cm GRMW ASN 0792 C043 Ibj0.043 fb/A( 1WAWW MECHAMM DOO TENSILE MD SMENGTH ASTM 06M SAW pad. 9,500 P.ai, FLEXURAL STRENMH AT YIELD ASN 0790 12,500 p.0. 13.400 p..L t i yy. FLE)GIRAL N u00UU15 AS0790 340.600 P.ad. 345=0 pal. SNAP-IN END 1 ; IXLP TOP/BQTTOM p MAK Z OF WINDOW NOTCHED 1200 ASN 0258 18 FT-lbftn 17 fTYIbnn. (SEE rABLE 2) �- Saa5rrJJ Z i .W U ; + 55TONE DENSITY ASN 02843 47.2% 64.5%TAX •�l� ; I ITT I i - � i RALE OF BURN NO ASTM 0835 C-i CLASS C-1 CUSS S S i i 1a SELF RWTtON AM Dim 1040 T' ON T SLAT WTNDOW �i i ; SLAT WINDOW11 11 POLTOL^•4R�BI0 rE NE749NG tuc4niETNNC ASN 0156 T TENSILE SMENGTH AFTER NFATHERiNG ASM 638 9302 pad. 8840 p-L _ TENSILE STRESS BEFORE WFATHEIBNG ASN 838 8461 y ; ` WINOOW(SEE'TALE I) p.sl. 8880 p.sL i T.000- (a i ; -MAX.(2)W9AVOWS;WY BE ON ONE SLAY SPACED `v v i ; A MTNIMLW OF 24•APART, wRN T2'ABN.FROM N f N i i E0°OS QF SUT TOP d:BOTTOM. sur MUST xEvm @E INSTALLED AD,4ICEWT TABLE 2: SOURCES FOR j dTO� I EV-5 ,NOR AT CORNERS OF PRODUCT. SrANOM TOM , I O° ECA O II r-- -, TtPPM PROPERTES � � CX NYLON PART O°O ; ' �AnW D 12DSrstiB ?g� ° O cO°mo}w0 SLAYS i ° ;( (ryp) ii f t 2� SPEECM GWITY ASN 0792 0.042 fb./e.in ' KNUCK O O KU NEWN °0 WINDOW ° it SteGASM 0639 11,500 pa.T. FLEXURAL ICAT(J) OWOOW4D i YIELD ASN D790 15.00 Rel r ELi i MODULUS ASN 0780 0a0 pLOO©° EX SPACED L _j IIE= 'roruTPOTYa !xr 1rMPf.arwuuee ; .Orr 64� ASTM 0258 as FT-tL/Af ®aE LVRET:TTONS. m �'�' ' �rA���f a�,+tsr- rte •to COEFTICIEM OF n?ERMk EXPANSION ASTM!DOSS 55 Y tp in/10-E t7.i[Li.L�—R J.+W CL[r UE�'T.i1NG TEMPQtMFE A UL.*.,. -F I � TO HE USED As AN OP7101t FOR ALL TNSTA MWAS b%4T WINDOW 1'iE IATfON UNDO}LAWS MISSW 94Y INCLUDE PERPoI 7=S AS PER This DETAIL. •j� -MAX (2)WNDOWS MAY BE IN ONE SLAT'SPACED _T�YPJCAL,,lIA SLAT WINDpCl Wye-�rDE�AILS YX 24-APART(MAX EWW 10 SLATS). N) {MEWING WINDOW GX �G I/ CLIPS TYPICAL ALTERNATE PERFORATED ��fff SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDNG CODE (Rgh&Non Nigh Velocity Hurricane Zone) 4�y 'EN F. e/'Q��''� 02015 77LTECO RNC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °HA^'1 W. A0./ML FOLDING SHUitER CORP. 03/10/,5 DA,E a / TWT TESTING R ENOMEE111NG COMPANY 708.4 HOWISMI WCE ±.A. ' Ca!itfY.]SIFT.SL SYa�.WfvfA au®4 R 311Aa WEST PAW MICH.FL 33413 aF ;rr x' ,cam.>La star,-150.Ta.=crate+1u, Tte 1600-Gr3-6371 15-014 ,p. AT ;4v a' e a ar.,aTAa�oaa as ....rma+W n A+eeeoa DRAwm N. 'o " WALTE EU 0T0l0U8T771Jr.P.E ar. aou�+of ma r+.r ao�na eo[ i FLCR0IA Ua j 44SG7 f a�rym T�1A4t.• sW SNRT Jort3 L.......40��i @)+ 1 2#-WM . 2 or W/ ,16 , 1 OR 3 9 40 5 $ (2) M . W cn a z USE J AT 30' 1 5 ♦ 'o en 6 O.C. PANS n 2 ♦ NOTES ON®& LOCKING TUBES®AT 4�&50. UP TO 99" o D 4 , 1.TWO(2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE{3} IIS' AT 30'O.C. AT 30" O.C. FOR SPANS UP TO 99', USE THREE (3) FOR LARGER I o _ FOR SPAN3`"LARGER SPANS SPACED AT 30" O.C. AT MIl)SPAN. COMPOtiENi MAY BE i THAN 99'UP TO 144" OR�. LOCAAON OF INTERIOR OR SHALL BE AS SHOWN ON TYPICAL ELEVATION. w u 00, 2.(2)LOCKING TU@ES t�3 ALWAYS 8E USED TOP &BOTTOM AT ,n N '� ��PaaR,ODUCTS CENTERPIECESJ4) AT AlL IHSTAll.ATIONS.LOCKING TUBES 44 OR 6 l2 @ SHALL BE SECURED W LEVERS AS SHOWN ON SHEET @. t 1 SEE LIMMATIONS FOR®ON SHEEP 2� 1 . i `tip �tfryi L�SEND CONNECTION DETAILSON SHEET 9 , CONCRETE, CONCRETE BLOCK.FULL ORFOR 2)+ 16 ,i Ft 1+ 1 , WOOD INSTALLATIONS. + + + 11 O O ' r `�./ U) 9 10 9 + 10 1 9 UNLIMITED WIDTH LYPICAL ELEVATION �. N. T- 5. NOTE. SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU B ON SHEET B. SEE SECTIONS 7, 7A &78 ON SHEET 7. SEE SECnONS SW& 2W ON SHEET 10. SEE SECTIONS 4W, & 7W ON SHEET 111. SEE SECTIONS 7AW 7BW W & 14W ON SHEET 12. �G .• ✓ y FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) (Ports nLTEcD INc, TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM mmm 4167 as/to/ts IL ECO tMc. FOLDING SHUTTER CORP. DATE j C{p �, .•LLA TILLIT TMnMO&ENGINEERING COMPANY 70M NEL^I+REST PLACE 2+�• l�t 'J�`;.• �4 e�we.an.st_a.Ma.tj.V9.oum�4m.," WW PALM tCAa,n.33413 .�.:t m�aTt_rsTt Pee 1600-e+3-mi 15-014 e-nlo - 9I Iavn ""'Jd*90-t .mn DRAWING Ne '1,MNFtE WALTER A;-1 Jr.P.E. ev.w emus ma o-w asv�l u>r S,"- Fitm¢t i7c./+/i07 r m+�ax SNF2T Or TS POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. POURED OPTIONAL RAN HOOD REQUIRED.CONCRETE DUSTING HEAD) WALL OOM ME)MION 0.060.MCI'S.S. OPOONAL RAIN HOOD (NON-SIRUCL) (SEE Emu 13) RRLLER HOUSING (NON-STRUCURAL) B 1.000 2500'MIN. MN. E.D. OPTIONAL 1-0 / § / (2)NYLON OOI NEMION C2 II `— / . RAM HOOD RaXLET>, �� (SEE SHEET 13) (NON-STRUCTURAL) D.ess s(TTP.) 110 a 3'SS.S.N.S.W/ g I W J/te'ALUM.POP RIVETS. 13 . O.J73•LONG NYLON J/1 B'ALUM. O iB•O.C. I (2•a!'YAfL) c _ BUSHING W/A 0.15or DONT PoP RIVETS. • LONG TOP SECTION 0.500' 0.163•.0.270" O 18'O.C. //!•d TRY BIALI)Fl( O.D.AND 0.245'E.d.AND xO.030' TAPCOH W/AJ'NANCED 0.223'LONG BOTTOM ULTRAFAB I MOL SEPARATION 7HRFAOFCRLI iEORNOIA(Y SECTION 0320.OD,AND WEATHER POURED CONCRETE TO GLASS OR 1/4'0 f]t0 1/4'0 x 1'TEK 0245'Ld. SIRIPPNG EA OR CONCRETE BLOCK (SPE SCHEDULE / or g �PRODUCTS I SCREW OR 1/40-2011• 3/18'AWN. 510E(1YP.) / or WALT.REQUIRED. ON SHEET 13) altM-FLD( W/1 I' I S5.US WTTl1 NUT d POP FWM ®T ®T $( N.T)ATTtbME7NT O 6'O.C. I WASHER O 4'O.0. O IB'O.C. --<D or T p POU CONCRETE I I of OWAIIWN WEA I 3 N.SEPARATION or ro crass or �(SEE T sGLASS E T ON SHEET 13) ®T W ® I MM.SEPARATION �s I lO f%aS5 POURED CONCTiEIE -(5£E SCHEDULE WALL REW m9XACN I ON SLTE77T 13) 1 or ill �G2 j Ci I 1/4'0 x 1'TETT ®T / (SEE SHEET 13) % I SCREW OR 1/40-20•x1• W 6 I WASHER O 4'Mr- 1/4- r- g % 8 •'gt / Ram /tors'S.S.S.M.S.W/1/2"0 T lAP/C40N N/A / xl'LONG NYLON BUSHINGS TWTFADPOLI YECHNOLOOY I .o x CON ECTON Of ��•BOrtTOP),OXOCEPT AT OR 1/C 0 EllO WALL FACE MOUNTING INSTALLATION CONSTRUCT FROTxtcTs I 13 (SEE SHEET 1J) Ital tSNc( •) CRETE-FLEX W/1 3/4' I (2'x4•MAX.) N SECTION 2 MN.EMBEDMENT`O 6'O.C. WALL FACE MOUNTING INSTALLATION OFI atR 1/z• SPACINGSPAON6 ANaim_. SECTION 1 GROUTED BLOCK REWIRED 1.000. 2300 MM. r 2k l GCOU0 OR MIN. EO/ ExisTNC NON STRUCTURAL j WALL TRIM(DECOAARVE SILL) O ANO LR SPAONC STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE 'q1 lgtt�cq' MAX.AS.D.DESIGN PRESSURE RATING - +65.0. -50.0 PSF & CONCRETE BLOCK ���``)) ,F+`I i![ �AA4i FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) p d �� ®2015 TSTEO CINC. DRAWN BY: SCALE, N.T.S. ;��P:'��GENSF^•••9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A /ML NOTE FOR COMBINATION OF SECTIONS: * E,D. = EDGE DWANCE ' = FOLDING SHUTTER CORP. °JDATE SEE SPECIFICATIONS ON SHEEP 13 IL E C O INC. DATE 1- MOUNTING SECTIONS CAN BE COMBINED ( ) +� TILLrr TESTING&ENGINEEIUNG COMPANY 7M NEEISTttEtr PLACE IN ANY WAY TO SUR ANY INSTALLATION. 'a mm Nv.x M.a Toa vxxaNA oNxnta n aTtee WE=T PAW WJOL R W13 15-014 1-.0% S F .��� Pm..p�07n,-,s,0.r,L•mm,-,31, PH:1600-Eta-6371 'lY o •LtIG/ mal:UOD6Rael.mm n,I.fd6�pehutler0.am ORAN1NG Lb T SEE LMRATIONS FOR®ON SHEET 2 - ' `'` ''• V WALTER A.IILlJf71.ir.P.E .yy, ay.r oes,u xne "'{1A, A ` E .FLOMMA U.1"167 , �A� SNEl7 5 OP 17 �//' HIIOHII 1/4b x 3/4'TEKS SCREW OR 1/4'Y 3/4' 1 BOLTS W/NUTS d WASHER O 6'O.C. 0.060-THICK SS I I MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING MIN.SEPARATION TO CUSS CONCRETE BLOCK ti� I TO GL1 rf St2fDU3) / OPTIONAL RAM HOOD r—(OSN SHEET 13) 1 Or SHEET 13) 1 or 1S !• E0. (NON—SRt=RAL) I 3 1)y 1 /10x3 SS SJJS w/1/Y0ALTERNATE ®t �, ALTERNATE 3/16•ALUM. ®t LONG NYLON BUSHINGS 30'S•�G, POP RIVETS AT REAR O 5'D.C. ;3,/,4'T.1)AND 1•LONG(TYP• AT R7'AIL HOUSING I 4 BOTTOM).SEPT AT ROUEN I y tn WUON o 9 TA.EO 9 •j o.esso(tYis.J r I n N 1 3/16•ALUM.POP SIDES I 3/16•ALUM.POP RIVETS • I O'10'O.C.BOTH SIDES IIF O 10'O.C.80tH SIDE lE }/16•ALUM.POP Q, Q• LEG&TIOANCN 8 RNETS O 18'O.C. ORIENTATION 0.373'LONC NYLON NT.0.1 Fi3k YIN.3/4'PLYWOOD BUSHING W/A(1.150' 1 LPN SEPARATION 0.270'x0.030' MIN.3/4'PLYWOOD 'E 1/2'MIN. REQUIRED LONG TOP SECTION Os6o'i TO GLASS ULTRAFAB REQUIRED � O.D.AHD 0.215'i.d.AND WEATHER � /1/4•/TAPCONS OR r 0213'LONo BoiTON (SEE Stl1FDUIE STRIPPING Tx 1 GrTE_ I g'o 1/4'THRN BOLT W/ SECTION 0.320'O.D.AND�ON SHEET 1]) SDE(1YP.) ®t �8 ANCHORS B'O.F ^ IN EACH E NUT O to"D.C. 0245'Ld. Q ' V H 1/4'7HRU BOLT W/ S POURED CONCRETE OR WASHER&NUT O 5'D.C. CRETE-FIFX OMICFIORS 6'O.C. CONCRETE BLOCK WALL REQUIRED 2'x4'OR 1Su x1/B• POURED CONCRETE OR 5'x3Y1/B'6063-'TB CONT. 1 Or 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BEM PLATE ALTERNATE 3/16'ALUM. ®tANGLE. REQUIRED 'POR RIVETS O 5'O.C. AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING i R. SECTION 5 INSTALLATION SECTION 6 ]MAX.A.S.D.DESIGN PRESSURE RATING= +66.0, -66.0 PSFMAX.A.S.D.DESIGN PRESSURE RATING= +66.0• •-66.0 PSF w t •i �3 a CI s 9 tj n 'n :r/1.N.SEPARATION }/16 RWM.POR WVETS oLASS G'G.F BODE smEs (�SCH UEON SHEET 13)ALTERNATE LEG ord ANCHOR ®t ORFNTATION fd11EDTIGN C3 ALTERNATE LED (SEE SHEET 13) &ANCHOR cj ORIENTATION 1/4.0 x}/4•T06 SCR W W/ POURED GONCIiETE OR S/8•WASNER OR 1/4'x 3/4• •s J CONCRETE triDCK WALL BOLTS W/NUTS&5/6•WASHER O REOLARED 4.O.C. BUILD-OUT FACE MOUNTING INSTALLATION •��(1]]NEC110N 4 SECTION 4 1 E0. EQ. 1SEE SHUT 13) /4'0 x 3/4 TE76 SCREW OR 1/4•x 3/4'(fOLTS W/NUTS POURED CONCRETE OR &5/6'WASHER O 6.Or- CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE "EQWRmm & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V71- ION A (HOTION41 FLORIDA BUILDING CODE(High & Non Nigh Velocity Hurricane Zone) `�.�P�•,,.•'••••..,•.d9�'' ®2015 TILTECO INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAM IW: NOTE FOR COMBINATION OF SECTIONS: # aya;' �pENS 3/10/15 - COMBINATION E.D. = EDGE DISTANCE �C',�_�� � nnn �1-MOUNTING SECTIONS CAN BE fXIMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SNUFFER CORP. 0J/1D/15 IN ANY WAY TO SUIT ANY INSTALLATION. �� * TICCIT TESTING d ENGINEERING COMPANY WEST PALM R1 W41] aix xn xw M,s+.ut ormos n mm 15-014 -t SEE LIMITATIONS FOR®ON SHEET 2 ��` p'°"�+filen-+sa.rm+f��N-+ssl Plk teoD-NJ-6371 0—m06:L1t—oO d eom •w.f0lTngel.dtdsoNn DRAWING Me WALTER 19 P.E a'• ®+a+ rm -1 CA Lie.t/4167 t� M•/�. R SHEET 6 OT 13 /IIIIID1111pH! .. . •MIN.ED. POURED CONCRETE CONNECIIIIIIN C5 REQUIRED (SEE SHEET 13) 0.060'THICK S.& ROU.ER HOUSING OPTIONAL RAIN HOOD . (NDN-SfRIICTURAL) IO 7•SS.&M.S.W/1/?*o (2)HALON 0.S/4'LONC EMON DUSH07G$ ROLLERS O.B55'o(1YP.) (Typ.TOP)AND 1'LONG(Typ. I 9 IIOTTOF).ExSEPT AT ROLLER HOUSING(TYP.) JIG+3'S.S.S.MS W/ _3/18'ALUM. LONG NYLON BUSHING W/A 0.150• POP RIVETS. I LONG TOP SECTION 0.500• a 18'O.C. O.D.AND(1245'Ld.AND CONT.0.163k0.270'+O.o30' 0.213'LONG DOTTDM uLTRAFAB WEATHER BECKON 0.320' GYP•) O.D.AND STRIPPING FA SIDE 02 ;.d. / or / or 8 ®t u+1 UIN. TO CLASS ®T u N x (SEE SCHEDULE 1 UK TO GLASS ON i 119 ON SHEET 13) (SEE SCHEDULE ®ort MIN.SEPARATION I ON SHEET 13) i 1/4'•x 1•TEX SCREW OR 3 (sEE SCHEDULE 1/40-20'+1'SS.MS WITH / or OPTIONAL RAN GUARD NITf k WASFER . 4'D.C. ON SHEET 13) I (NON-STRUCTURAL) 7 ALTER ATE 3/16'ALUM.---.,,NI OP110NAL RAIN CUAAD POP RIVETS a S'O.C. I (NON-SIRUCRIRALJ AT REAR. n 9 S g ALTERNATE I 3/16•ALUM. a�}�n B AlTF31NATE LEC I m of POPR a 510.0. TO Y LOCADON WITH ^z Cj ANCHOR 9 J/18'ALUM.POP RIVETS C7 , l5" O.C.BOTH SWFS O 10'O.C.BOTH SIDES (SEE SHEET 13) 5 3/16•ALUM POP RNETS 3 EDGE OF .E0. � IF SLAB IF POIIFED CONCTi>:ZE +iy �1t APPLICABLE REQUIRED 't( 'S}IFFTi€13) 0. POURED CONCRETE POURED CONCRETE - •FINN.E.D. REQUIRED •MI.E4 'YIN.ED. CONNECTION CD MIN.E.D. (SEE SHEET 13) • 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. 1 yyy ��AA FLORIDA BUILDING CODE(High &Non High V-1-city Hurt cone Zone) ,,.....•, ��i� 02016TaTEc0IW- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM =MOUNTING GOMBINATpN OF SECTIONS: * E.D. -EDGE DISTANCE Q, 9 r`�: ���EN`SF '•: �I- MMOUNTIN SSEC11DNS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET T3) L FOLDING SHATTER CORP. /tD/15 IN ANY WAY TO SUR ANY INSTALLATION. _ °A� * J ;w= TTUIT TESTING h ENGINEERING COMPANT 1T�T P BF/Lfl.FL 17N3 // 0.w KX x0..se.a+.3 JPeNM n+sa C n.snre 15-014 ?SEE LIMITATIONS FOR®ON SHEEP 2 -O9'',•• A C ut' tV` ������71y +'�' 1Boo•-su-e77t G- a-mol: tat eeeoud— .TaldigehNtsamm ORAwING Ne ` WALTER A TOLE Jr. FLORIDA Ua 1 44167 Ma+m v 511UT 7 OF 13 •,�IIIIiENIT\\\\�\ 'PotAw coNoaTE ON GRanm oGINGIS E SAW*um d ;Aw TIBC Pai SC1mUfE 610PN lou RtgIIARED (gE GQe11AE7 (z)R or 1/4.0 TAPOa6 X X AN HORS OTP.)(GEE SCHEM111) / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1I: (e)1/�•. /a•ma soar ------ - ----------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT T Qa 1ON(XRRXIWWjEX O o o-- --- -------0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE SPAN t1AlE PEN GOtEDLLE - - TUBE SPAN-Te ALLOY o 0 0 o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM e• ow m i` 1/4y.3N•roc SCREW 1/z T P SPAN _ o MTUBE TUBE TUBE r.4•m 3".r ne m s r 60 106.0• 13 8 d'.1/t1 umm d1f/t•.IEN6111 Ts AVAL ANaETa AYN.NATE Ip 2"x4"x1/8' 96' 85.0' 17 10 (sEE SOMEDIA� StF So+EouW ANGIE 144" 69V 13 8 •« ("p-H-180' 117.0' 17 10 ISEE ME 2"x4"xl/4' 96" 110.0' 21 12_ey� a 41m)xlmull) SPAN RISE C.D. 144" 91.0' 21 12 80" 109.0' 17 10 ,SPAN TUBE MOUNTING INSTAl1ATNNi ffiIGL g(TUBE AT TOP) 2"x5"xt/8" 96" 100.0• 21 12 SFC7EON X 144" 81.0' 17 10 "•Ts �""TUBE 4 1/2•MIN. W. 724.0 21 12 i pE1EN0 n011 �• •) Vt'Tm• 2"Wxl/8" 96" 114.0 21 12 8 Q* 144" 93.0' 21 12 7¢' 3W tEnclN14, 099 t ' 314•m 3'd'm *VALID ALSO FOR MIDHBGHT TUBE IWAL AT10N ONLY WHEN THE SUMATION OF THE SHUTTERS HB614T ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN eaa>-Ta MAIN. GO �1/ � SHOWN ON TABLE 1. (sE SOMME) (SEE 9tlnDUlE) Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHn � MAXIMUM 1/4y"3/4 ro seat o 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS o r on ------- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE SM TUBE PERy - ---•---- -- ------- naw-,.worm AVAL ANIXL 60' 76.0" 13 12 (SEE 6063-TB ALLOY 3µ•Tots s3aJ' t.„ �� SPAN RIBE PER SCHEDULE 2"x4k1/B' 96" 60.0" 17 75 aaao•uAx AT z oa tnNocwtNET. �Natoia O>pJ 144" 48.0' 13 12 (SEEeelfl a wvr�i� (2)1°'M3°F 1/4y TAPoas TYPICAL ELEVATION IDE AT BOTTOM) 80' 87.0" 21 18 MOCK rut 1Ea1r� O ANAfORSC".)(GEE 30EDLLA SPAN TUBE MOUNTING INSTAUATION 2"x4'xt/4' 96' 79.0" 21 18 GFCy(ON y SPAN Tm 144" 65.0' 21 18 (e)1P.3/P TExs SUES 34'e 3w.. m Td'M 4 t�ryP AT Y/AC.lnxmuYNulr. N e�W,� pD1�. 80" 77.0" 17 15 (3)FOCI W 1/4'e Og SOFIAAE) I v 2"x5k1/8" 96' 70.0" 27 18 TAPma Alai= t O�se�n1+E) 144' 57.0" 17 15 OTP•) 80' 88.0" 21 18 ptel / 2'x6k1/8' 96' 81.0' 21 18 �N Z Z 144" 66.0" 21 18 5 o o c .o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4•..3/4•mc soar -------------- OR GROUTED CONCRETE BLOCK WALL WAXos'oc 0 0 0 ------0 0 0 -------- SCALE N.T.S. GGOU-76 A O O O O O O �'W MAX.A.S.D.DESIGN PRESSURE RATING" 1:72.0 PST 14•m 313•m 3 1/4' 31�atalr/ii'IxInN-Te `\ � �'A� FLORIDA BUILDING CODE(High &Non High Velocity HurTicano Zone) � ANGLE ?a8 (MESMIEVAII) '��GENSF'••.'9���� ®m1s numo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY. a FOLDING °`/DE'E SHUng CORP. AT . I EEP4NP Won oT = '' = I L E C O INS. _ DIDR NlLLwu RCVO+m 314'm 3•d•m 3'd11/4' / :�= ACE t1UJT tESi1N0 R ENGINEERING GOYPANY W1�7 PNY 6Em�FOL M413 IE1toN eoe!-Te Atua<ANGLE // " 1-le •]0•u•OOA f�JA 1�Alee Pit 1900-etJ-utt 15-014 (6)lf4'.J/4•IENG SoaY (SEE�IL0 9• moil:Wt..0-l.eom .""JWetgehuU-- DRATANO No Ar z ae SPAN TUBE MOUNTING MST WTION �4A\�� WAL7E®A0000719 P.E SECTION Z t SEE WRATIDNS FOR ON SF(EET 2un ® J 11ORIOA c.1 44167 mnw SHEET a OF 13 11 1/41 x 1 3/4' MN.EA. iM00Ns/CFiEIE-FID( (SE SHE" D""m cl.it4 ANCHM°18'O.Q. 13) —�— STING SMUCTURE MN.ED. 5.758'(EYP.) EXMMW (SEE SHEET 13) DOSRNO 1 S STRUCTURE SIRX111RE s/e•4 1NREABEO NBA§ ,/4'0..1 3/4- / 3/16•PCP RNDS OR o CT71T176'ECE F FJ TAPCO�S/EfffTE-M 1/4 x 3µ•MM o (�•) ANCHORS 0,B•O.C. I/ /16 POP 3 1 t or1�t or 1�t or 1�t or 1 t WE MIS o,6'O.C.I I �� FACE 18 9D.0' 80.0• 2 g� � END CONDITION 80_Q\ / g0.0' - 3/,6•POP RNElS oa 8 4 SH WIN 1µ•x'/`•,ET6° 19•O.C. / ExTPJ6aRi OR 5 (2R7TnR l��i�ss J` EXTERIOR �yyj MR U�I1 ��JJleO A / rTEMS \ O.c.o Now MR IW,P O.TOOl4.SPAN(PoTIRNYB ) HORIZONTAL SECTION 20 , 144 SPANONRIM MAY,HORUCNTL SECTION WRLIT MAY BE NSTALLED (LEVERS DVIVI0R) INRTLOR CR E#DeoR) ( DRD60R) NMRIOR CR DMOOR)RIYE75Yx2'x1/e•CONE. 4• ATLAST SLAT AT TRAPPED RMAIUINMMM 4 OR 5 60&-TG PL1D1'"'C OR 5.0.4 (� I TAPCON/a flE�IDc SHOWN SHO ANCHORS°1B'0.O.In �-�' \ 3 t SEE UlaU1gN5 FGR ON SHEET 2 D,.�STRUCruaE moon N,B'0.c.TO / EXISIINO STRUCNIE _ Fx6I1NG SBOICNRE 2'x250/8•WNL BUILD—OU 8063-T6 uiw AxaF END CONDITION ROT3/16•F1F 3/r IOR 1 4't 3µ'TExS OR .END LOCK ANGLE NUTS 0 12`'O.C.C.'S W' END LOCK ANGLE HORIZONTAL SECUON HORIZONTAL SECWN NOTE 1 2'x 2'a 1/6'6063-06 //4 x]/4 lIX WLR.ALUM"BENE ANgE SQ1EY5 AfrALNID la ME ONE LOCKING TUBE PARI SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR cDrnmp=E o B oc. INTERIOR CENTERPIECE®OR(5). INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2) 030 0.0 0 f FOR u O.se• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TTP SHALL BE SQUARE, 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.Ti o 1D TH-4SPIN RPAAATTT (TH UP AIYB INTO R WITH A 0.120' O.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER W17H SCREW WY BE NSTAUID A 0.200' LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INrERIOR as DaMOR) OF THE TIP A SQUARE, 0.475'xO.475'x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR5 ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE Ntr- SHO (1)PIECE, 1.375" LONG. WITH A 0.36674.366'4.630' 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. a00• SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 1 (MAX) HORIZONTAL FLANGE OF TOP/BbTrOM TRACKS. [<Lws MMOR 4 OR oR EYOETTgR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL \�ETwoll11^11 ITIL7AAA AI NORIZONIAL SWFION N. AA ���\`����"'• C/Ti%����� FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) _ = W2o1sVITEuINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM a-'END INSTALLATION DETAILS INTO CONCRETE, No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) FoLelwc SHUTTER CORP. °"ah'° I— TESTING&ENGINEERING COMPANY 7069 NE]CRRW R/CE f t\4 eat Nv.xu Pa,m,a ma ovma n]1,eR WEST PALM BEACH,FL 33113 15-014 'A;1,;./ ` ro.+,(.--Ibxn -mm.r"„F.m1m1-IfiFI PH:1800-613-4371 • IaQ\ ` H-t0�1v mom —fddkn.Wtt.. m DRAWNO M WALTER A 71UJf Jr.P.E ac x, "'•'I' Ams ATE FLORIDA Ue./44167 im+An SNE[T 9 OF 13 . aciaaiti 1At�st.E A 9m n our uooNr PER s:cffar:4,�e A (2)s/10'POP RAIM 2-'z Y H fl0" EACH LEO OF Y a 2- AAIYP:ftle ANISE ANISE AN Uzi MAY FILE AVAY FROv d�Ntt+R (pL. ��(f (AS SigpN)OR 70WAMS OPDa NO ANCHORS RM(RED To MOST S 9 SIRS g 9at9-our votes PER SECn0N 4,'TREY 0 (2)3/f0'POP RPhTS EACH tEO OF 2W Ai7FNEtFO CNE jyQjJ:;SIMILAR AT HEAD ANatE uauHr mR oI� EXTERif�R F ATION PLAN VIEW A—A OR BOTH � AND SILL AND BOTH SIDES �•;� OF PRODUCT ' II OPTIONAL SIDE ANGLE RM�ETS R/fANd�m Mui ALLUOf t /wpEY OSSWe R�2- (FOR 4cnou 4.SRW e) TUBE wrmm OR TO RAL(2 RE xmm) . a)14 4;..WCON/ Ix AN== 7" 1 00 fgMSMAYBEFLAT PIECES MAY l0 IW QC T -'9• .. GIS OR '�. � 3F]N6TiNp S'7RtlCRIlE3 rOFCONCRETEsfAR(TF.AT mP ANO 00TTOv 5[IBS) 9END PIE ENDMT TRAPPED END CORNe POST CONDITION W_ / FLAT END HORIZONTAL SWOON FLORIDA BUILDING CODE(High &Non High Velocity HurricanD Zone) END INSTALLATION DETAILS INTO CONCRETE �~�' ��CE 5F tgzots 71IlEEo we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167fs CONCRETE BLOCK & WOOD (AS APPLICABLE __ lLlEC0 fau�N sxtr�T�at COQ. DATE 7LSi1NG e:ENGINEERING COMPANY 7009 IE715IREtT PI/CE Jag,+h1Nu ANOe+R Ranee NEST PAW IEI4T1 R a7g3 (mlmf-ffOO.r s(A1S)0ff-fur PN:7090-6�3-esn 15^014 tineco0oet.cem ..vfW6fSe4Alvacan DRAWING No E8-000,5719 _ y WALM A TtU.tF,�C P.E m� rRtf. faanw ooe /A H FLORIDA Ue. 44t67 1 e•/ae. SHM RA OF 13 WALL FINISH >Is OPTIONAL RAIN HOOD Y: (NON-STRUCTURAL) WALL FINISH �t "�"•' j10.3'S5.S.M.S.W/1/251 N3/4' DOW THICK S.S. AND 1'lDONO USHNCS ITYP EKC�f ODNNf7CIlON Q ROLLE7(HOUSING =." AT ROLLER HOUSING 0.060'THICK S.S.ROLLER HOUSING OPTIONAL RAN HOOD (NON-STRUCNRAL) h6' W- I ' 2•.0 CON(.W000 3/16'ALUM.POP .HEADER REOb. I /10 N 3'SS.S=. W/ RIVETS,O 18'O.C. -� 0.373•LONG(MON COM. BUSHING W/A 0.190' �� OOIIIFLIIOM C1 LONG TOP SECTION 0.900• 0.163'x0.270' x0.0]0' r'.•� R O.D.AND LONG`I.d-AND it Or . 0.223'LONG BOTTOM ULTRAFNT SECUON 0.320'O.0.AND STPoPPINO FA ® t - �i- �; 3/18'AW I(.POP 0.245'Id. SIDE(ITP.) �? \� T`i IVEI A 18'O.0 TEN.SE PARARON MINISEPARATION 2'w4HFAOER REoD TO GUESS O GLASS �(ON S14EETT SCHEDULE ®t SHEET t SCHEDULE-SEE 3) ®or 77 IIK 2'x4•CONT:WOOD I I I PLATE RETA'D. I 1 1 WALL FACE MOUNTING INSTALLATION qF 's SECTION 2W (TOP) R 5 i COIRFi:110N CI yw NAIL FiNISF1 WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD \ \\1\ 1(u(n�C%Aff, . A.TI ff FLORIDA BUILDING CODE (High & Non High Velocity Hurrieone Zone) t SEE LIMRA110N5 FOR ON SHEET 2 0 201 mTECG tic. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM a3PAC./ALL' NOTE S' NOTE FOR COMBINATION OF SECTIONS:= FOLDR�IG SHUTTER CORP. o3/to/15 I- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO DATE BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL I- MOUNBNG SECTIONS CAN BE COMBINED = _ nLLlr TEsnHo a ENGINEERING COMPANY 7080 HEMSYREFT PLACE IIN ANY WAY TO SUR ANY INSTALLATION. t3 '`:Gr= ew Kr.xn a.m.ss1.Mllcral aNtmn,a m•m WEST PNM BEAM FL 37413 15-014 �O•• •<Lr Peter•Ga1Mn-Isw.rm.(aoelml-•ssl m moo-643-sm Z ®a'aaD°site°°m .••tem�mdeaN� DRAwR(e No %.may '• r` r `` WALTER A.nlUf J.P.E em m.r as -ry�f ��j•• 7p FLORIDA Li0./44167 Q^>^° SIM10 Oi/3 1/4'0 x 3/4'TEKS SCREW OA 1/4'Y 3/4' JL BOLTS W/NBIS&WASHER O 6.O.C. t." 4'x8•(6An.)EXISTING WOOD BEAM REQUIRED STRUCTURAL ADEQUACY OF DRSTING WOOD BEM TD BE CERTIFIED BY RECISfIIa:D ENGINEER OR AR04TIECT PRIOR WAIL FINISH 0.060'THICKSS t SEE LIMRA710NS FOR ®ON SHEET 2 TOR40DUCT INSTALLATION. ROLLER HOUSING 27x4'CONE. 04 . D HEADEROPTIONAL RAIN HOOD N07 FOR COMBINATION OF SECTIONS: REQ'O. EQ. EQ. (NON-SIRUCRIRPL) r?� 1- MOUNTING SECTIONS CAN BE COMBINED OOftly110t1 08 8 110.3'SS.S.M.S.W/1/2.0 x3/4' IN ANY WAY TO SUR ANY INSTALLATION. x4 tMDI(BUSHINGS(Typ.TOP) '} AND 1'LONG(Typ.BOTTOM),EXCEPT AT NGLI.ER HOUSING(TIP-) LONG �nl- O', OPTIONAL RAIN HOOD • c^ MON-STRUCTURAL) lz� - (2 WOOD FRAME CONSTRUCTION: 0.46 MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.4b OR EQUAL � a�,� ',^�•S i ibes5'0 ') 3 11 i it ! li I1 IL_jf1�T� II ^ 8 ppp6•j�rs X10 x 3'SS.SM.S.Wr 0.3/3'LONG NriON BUSMNC W/A 0.150 LONG,TOP SECTION I 3/16•ALUM. PY1 LEc O 18'O.C. 0.500'O.D.AND Q24b'Id.AD 0.223•LONG POP RNEfS, I LOCATION CONT. O 1B•O.C. (SEE NOTE•) 0.1 63•x0.270'x0.030' BOTTOM SECRON 0.320'O.D.MID 0.245'Ld. UURAFAB WEATHER (TYP') MN.SEPARATION' TO CLASS ISTWPFlNG EA.SLOE I (SEE SCHEDULE •) 1 Or®t& ON SHEET 13) 1 or®t MIN.SEPARATION _ TO MASS N Z (SEETO CLASS U SCHEDULE r— ON(EE SCHED LE MIN.SEPSHEET 13) 1 1 ON SHEET 13) 1 or ® t V ® ' 1 or® 1 ALTERNATE 3/16'ALUM ALTEI MTE LEO OPDONAL RAIN GUAND pop RIVETS O 5'O.C. _ _ r LOCATION NON-STRUCTURAL) ALTERNATE LEG AT REAR i I-i' j f� '--- j (SEE NOTE•) ' LOCATION II L J11 11 111((( I (SEE NOTE•) ALTERNATE 3/16'ALUM _ POP RINDS O SAsIll •O.C.TNN I II L--J 11 ' . . I II . AT REAR.2•x4'DOM.I F`--_ 1I----_r-� i n>• ^':r-._rl I o '�, �} WOOD REO'D. >. 1 __�I�I o ul z 3/1B'nLU11.POP RNEiS I 9 a CHS O 10'O.C.BOON SIDES .n z Ia"ALUM.FOP RIVETS a „y W O 10'O.C.BOTH SINES 2'Y6' N.WOOD , W EQ O. DECK REOUIiED w 82'x4'CANE (NO FlNISH ALLOWED) 1/4Y x 3/4.1D6 SCREW WOOD PLATE I OR1�4'x 3/4'BOLTS W/NUTS 1/CO x 3/4'TE16 SCREW REWD. R 5/B'WASHER O 6'O.C. CONNECTION CO r W/5=8'WISHER OR 111 - 5 1 1 I I n II CONECIN G3/4'BOLTS W/NUTS& WASHER O 4•D.C.5ro 2'NN.ED. 2'MN.LD- 3 WILL FINISH WNi FINISH BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION NAW (DOT-TOM) SECTION 7W SECTION 4W (� A(L/LAAAryAr FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) NOTE 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED �:.• ENs .:d�% G'02015 TILTECO PC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Br: A G/M.L INSTALLATIONS DETAILS INTO WOOD 7 IL ECo�N�. FOLDING SHUTTER CGRP. 03/�OE76 SCALE N.T.S. �;•a/CL [ •*� TIWT TESTING &ENOINEMM MMF— 70M HEISTREET PLACE O I : 4�M�.�9A 9"•!i4�S'NYS MIW�S M1 yIHS WEST PALM EE H,RL 33413 15-014 9••, Q•` Pre.:(YejSl1-tav.rm:OaTIm1-r331 Pm 11100-643-83TT DRAWINGTOaol.c0m R 90NA�em UWING No •F ORD WALTER a TAN P.E.ar-v. ®�� i�/AAA tsP•• `a I TE ELORDA Lia/N767 ,anye m SHEET f OF 13 nmHL MIN.SEPAPATIW TO CLASS N T CLAS or ®t F (ON�13) / &s . .�(ON SCHEDULE— W Or ® N{ CPDONIL RAIN GUMO �n I (NON-STMUCTURAII Y :2 3 1/1 11 Y 1'TEIC I ALTERNATE 3/16'ALUM. ftnw.� SCRLTYPOP RUM O S' .C.SS.LLS WITH NUT RAT FEAR. gWASHER 0 4-O.C. ALUM.POP IDE1S O 10'O.C.BOTH SIDES EDGE OF SLAB f R F APPLICABLE EDGE OF SIM ALTERNATE LEG 6' Q •c�S_ CONNECTION CJ F APPLICABLE ANCHOR LOCATION ro (SEE NOTE•) S 2'x6•MIN.WOOD DECK REQUIRED (NO FINISH ALLOWED) COl6Ef.T10H 06 EDGE OF 2'MIN.E.D. . SLAB IF EDGE OF 2•MW.E.O. APPLICABLE SUB IF. APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _ SECTION 713W (BOTTOM) MLN ED. 1'MIN_ED. NOTE FOR COMRINATION OF SECTIONS: 2'x6'MIN.wood 1- MOUNTING SECTIONS CAN BE COMBINED DECK REQUIRED IN ANY WAY M SUIT ANY INSTALLATION. MIN.SEPARATION (NO FINISH ALLOWED) FLOOR MOUNTING INSTALLATION PLATE RE4b.wD0D (�SGCHEDIILE SECTION 7AW (BOTTOM) NOTESON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO t BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH or®t � (3)6/16"o LAG 2' 2- SEE SECTIONS BW& 14W FOR MAX.AS.D.DESIGN •� SCREYS W/2 1/2'MDL I MIN.ED. g I'x 4' PFJHETRATION AT MIOWI001 PRESSURE RATING&SPANS �: 6063-TB DONT. (27 OF RAFTER/TRUSSES o ';5 ALUMINUM TUBE g 1/4 M4'(6063-T')FLAT w mc HOOD R RAFTER2'x4'MIN.W000 PLATE W/1/4'0 1'TOC TRUSSES 2P24'O.MAX SKIDS 0 16'O.C. 1 y, STREWS O 6'O.C.IN f1 MU7E W/1/4•o xY TEK (z) f/4.0 TAPCON OR 1/4.8 CASTE-TLD( SLfREWS O{'O.C.IN ANCHORS oR#14 NDS WOOD SCREWS OR 1/4'0 m B BETWEEN TRUSSES EDGE(IF APPLKABLE) NOS LAG SCREWS AT MIOWI°TH OF FA SND W/ 2 1/2'Liln.THREADED PENETRATION INTO WOOD •� SND 1/4b:J (2) � 1/4'MAX PLYWOOD EXt6LING SOFFIT SCREW OR 1/4'-20.1/4- (2) 3/4' _ 4EO0• SS BOLTS W NUTS h —ryox3•S.S.s.Ms W/1/2Y Ya/4•LONG 0.855'88 OYPJ. NI BUSHPl05 Dyp TOP)AND 1'LONG 1/4'0:3/4'TEK WASHER O 6 O.C. 9 x3 (T)BOTTOM)•IXCFPi AT ROLLER HOUSING - $ SCREW O 6'D.C. ato.3;L«GSr�N/ 3 MOUNT TO WOOD STUDS MOUNTING INSTALLATION B TOP SECTION I INSTALLATIONS DETAILS SECTION IIAW (BOTTOM) LGN. TOP SECNON 0.5ND 0.163 x0270' O.D.AND o24s'I.0..AND .m• ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0. -60.0 PSF 0.223'FOND BOTTOM MIN.SEPARATION ULTRAFAB INTO WOOD SWIM 0.326'O.D.AND TO GLASS WEATHER T Quai P`�1A`NHlllt r�EFyfIfAA FLORIDA BUILDING CODE(High& Ron High Velocity Hurtimne Zone) 0245'Ld. (SEE SCHEDULE STRIPPING FA or®t o SCALE N.T.S. ON SHEET 13) I SDE(TTP.) ``�Y..•�\CENs".,/9 ®2o1s 71LTECO INC. THAN II FOLDING IMPACT PROTECTIVE SYSTEM oA.Q./MLr �= IL ECOlM1:. FOLDING SUMCORP. CS/10 HEADER TO TRUSS MOUNTING INSTALLATION _kE$�i :*� TIUJT TESTING&ENGINEERING COMPANY 7aes oaTDDErT11Ac< 1S—014 ntra x0.tae.s.v0.ml wmA fAI✓•1T115 R 0.,0 WEST PAW Ell FL 33413 SECTION 8W (TOP) TE OF ���` Au..(�.M 1 °RATING No MAX. &S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF WALTER A TU1JT dM-0006719r.P.E m' °^x �•'•� gym' ' d' FLONIOA LI, !4<767 •an•m a SLIEST 12 OF 13 Uhl IJ�IIIIIIIIINI 4 f C • MAXIMUM WIND PRESSU(y� sJA ONNECTION CAPACaX SCHEDULE CONNECTION CAPACITYSCHEDULE ANDGORRES ONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) ELM_ SANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) pw� MAXLMU��3Nfb/ft CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK C+1) P fs516S P *IK, TYPE SPACING TYPE TYPE 0,41 DI-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144' A B C A C E ACF - 60.0` 60' Cl 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A r 13 c A C 35 psf 100.0' 100" 6 473 LB/FT - 41$ L13/FT 236 WFT 2112 LEI 383 LOFT 432 L@/FT Ci 9 417 LB FT - 388-L "FT - 134 LB FT 144' 144' 12 7 LB FT - 334 LB 1 6 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 418 LB FT 202 LB FT 60.0 60 ,. C2 g 456 l@ FT - 362 19 FT 25d LB Ft 190 LB FT 318 lB FT 380 lB 12 3'7'5 LB/FT - 334 LB/FT - 142 LB/FT %10 psf Y0iV 100' 67_@.. _ C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT � 144'. ... 144" `2 '6 525 LEI/Fr, 419 LB FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB/FT 9 390 LB/FT - 309 LB/Fr 157 LB/Fr 134 LB/FT 257 LB/Ff 329 LB/FT 6 502 LB FT - 419 LB/FT - 285 LB/FT 60.0 60.0" 115 Ib ft - 80.0' 80.0' 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/Fr 298 LBjFT 405 LBjFT 9 372 LB/FT - 309 LB/Fr 134 LB/FTC3 6 469 LB/FT - 375 LS/FT - 202 LB/FT 46 psf 97.0' 97,0" 187 Ib ft 3 .813 LB/FT - 572 LB FT 326 LB/FT 304 LB/Fr418 LB/FT 631 LB/FT 760 LB/FT - 572 LB/FT - 304 LB FT 115.0' 115.0` 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LEI/Fr256 LB/FT.393 LB/FT 144' 144" 276 Ib ft G4 6 592 LB Ft - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/Frj 483 LB/FT 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0' 125 1b ft lC4 L. 561 1B/FT - 448 LB/FT 202 LB/FT 8.O" 3 972 LB/FT 602 LB/FT 389 LB/Fr 3,64 LB/Fr 500 LB FT 753 LB/FT43 912 LB/FT - 682 LB/FT - 364 LB FT 50 par 100.0' 100.0' .208 ID ft 9 281 LB/FT - 224 L13/FT 81 LS/FT 83 LB/FT 143 tBJi T 103 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/FT 0__ 26•LB/Ff 224 LB/FT - 83 LB/FT 144' 140' 300 Ib It 3 843 LB - 670 LB/FT 243 LB FT 250 LB/FT 432 L@/FT 311 LB/FT 05 39 L8/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0' 138 ib ft 9 273 L8/FT 325 L@ fT 215 L@jFT - 138 LB/FT 102 LB/FT 81 LB/FT - 670 LB/FT - 250 LB/FT 81.0' 81.0' 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 21 LBJFT 251 LB/Fr 215 LBjFT 55 psf 100.01GO.0' 229'Ib/ft 3 822 LB/FT 975 1B/FT 648 LB/FT - - 414 LBJFT 307 LB 4 C632 LB/FT 378 LB/FT 323 LB/FT - - 120.0- 120.0' 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - 114 LB/FT 153 LB/FT 63 LEI FT 756 LB FT 646 LB/FT137' 13.0 330 ib ft C7 3 358 LB FT 402 L8 32 LB/FT 236 LB/FT 183 LB/FT 60.0' 60.0' 150 Ib ft / LB/FF,244 LB/Ff - - 152 LB FT 204 LB/FT C7 - 3 310 LB/Fr 315 LB FT 244 LB/FT - 80.0' 8.0.0' 200 tb ft 2 - - - - 305 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT C8 60 psf 100.0' 100.0 250'Ib ft 12 491 LB/FT 596 LB/FT 409 LEI/ - - 265 LB/FF 168 LB/FT 8 582 LB/FT .691 L@/FT 614 LB/FT - 115.0" Yt5.0' 288 ib ft C8 8 736 LB/FT 894 L8/FT 614 LBJFT - - 397 LB/FT 262 LB/ - 131' 128' 346 Ib ft 6 982 L@ Fi 1194 LB/FT 819 LB/FT - - 530•LB/FT 336 LB/FT 6 777 O/FT 921 LB/FT 819 LB/FT 59.0' 59.0' ft 160 Ib 65 psf 92.0' 92.0' 249 Ib ft 100.0" 100.0' 27Y ib.ft MiN, SEPARATION TO SAM SCHEDULE A CHD$S SCHEDULE 9 SEE GENERAL NO`fE C.2'ON SHEET 1 126' 123" 360 Ib ft 60.0' 60.0' 175 ib ft "' "-° ANCHORS ANCHORS MIN. E.D. MIN. SPACING P SLAT HIGH VELOCITY NON HIGH VELOCITY CONC.C.BLOCK WOOD STEEL CONC.C.BLOC WOOD STEEL 7d psf 100.0' iGQ.O' 292 Ib ft TYRE DESCRIPTION 121' 116' 44b ft SPAN HURRICANE ZONE HURRICANE ZONE A 59.0" 59.0" ft ZONE 1.2,3 ZONE 4 A 1/4'0 TAPCON W/ ADVANCED 3.50" 2.50` G N/A 4.OD" 4.00" N/A N/A 75 psi 100.0' 100.0' ft THREADFORM TECHNOLOGY 5'-10' 117' 114' t 2 1/2" 1` 2 5/8" 80 psf 113' 111' ft AS LESS ` A� i/4' d x 3j4' SOLID SET 3.50" 3.50' NjA N/A 3.00' 3.00" N/A N/A- go psf 107' 104' ft0"100 psf 101 99' ft 2 5/8"+ 1" 2 3/4'+ - t70 psf 94' 90' TO 8'-3" L C 1/4' 0 CRETE-FLEX 3.00" 3.00' G N/A 3.00" 3.00" N/A N/A 120 PSI 87' 82' 484 Ib ft >8_3• E 1/4' 0 ITW-BUILDEX N/A N/A N/A 1.00' N/A N/A N/A 200' 130 psf 80' 76' 463 tb f TO 12'-0' 3 1/2" 1" 3 5/8` TEK SCREWS 140 psf 74" 70' 484 Ib ft #14 NDS WOOD SCREWS OR 150 psf 69 66 483 ib ft F 1/4. NDS LAG SCREWS N/A N/A 0 N/A N/A N/A 2.00" N/A 160 psf 65" 62' 483 Ib ft N^ DEFINED BY ASTM E-1996 STANDARD. .0111111110 1\AP.A 171( h Velocity Hurricane Zone rhAyFLORIDA10A BUILDING CODE High Non Ht ANOTM + EXCEPT THAT 3 5/8' SHALL BE USED ii ( a: e ) M GIVEN MPOSM AA.S.D DE.PRODUCTPRIES SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, y'Q,.' IGEN$ 'Q Q02016 mTEDo mG TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °RAS s'' L-: )L ALLOWABLE ASA PRODUCT PRIES RATING. .4, 4A & 7A. GFI MA%.ALLOWABLE PRODUCE SPAN FORA �� t3VEN NEGATIVE A.S.D.DESIGN PRF35URE RATING. �.,* 1=7 C O M,m, FOLDING SHUTTER CARP. G3M0�/,,3 FINAL NAAWUW ALLOWABLE PRODUCT SPAN IS *:E3 �,,:y( T7WT TESTING&ENGINEERING COMPANY 70M I +IEY rRM PIME EQUAL TO THE s �, +�i}7lS LV7F :E'C' aro»ar.aaa o.s.a,wrtsn mlkms n a.ee WEST PAW 99M FL 33413 1 rJ-D14 11�1M DETERMINED PRODUCT ! Lfr pn,...bbn-mm.row 1MpT1-1671 pit 1800-643-avi SPAN 8EiVhfN t+•Mao 1-". 1, � G4ftt4Q`.�'�k'�` �mOtB•-m 6ota Lmm •••.t+� CRAMNG Nu WLTER A ULM Jr.PZ 'R4T.l_ FLORIDA U.f 441GT nnM WOTT 13 of T3 4