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HomeMy WebLinkAboutProduct Approval 0 IN, Castle a , • , Impact Windows FACTORY DIRECT SINCE 1969 f' COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 600.643.6371 Property Information Building Information Owner: GULASKY,SUE Wind Zone: 165 MPH. Address: 1917 LYNX DRIVE Exposure Category: D HUTCHINGSON ISLAND,FL 34949 Minimum Building Dimension: 35 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) I Pressure(psf) 1 Int 79.5 63.25 7 39.7 -43.4 2 Int 47 71 7 40.9 -44.5 3 Int 26.25 51.25 7 43.2 -46.9 4 Int 26.5 51.25 7 43.2 -46.9 5 End 39.5 81.75 7 40.9 -53.3 6 Int 36.75 72.5 7 41.5 -45.1 7 Int 36.75 72.5 7 41.5 -45.1 8 Int 38 51.25 7 42.4 -46.0 9 Int 73 97 7 38.7 -42.4 10 Int 197 100 7 35.9 -39.5 11 Int 166.25 72 7 37.3 -40.9 12 Int 60.58 97 7 39.3 -42.9 13 Int 60 96.5 7 39.3 -43.0 14 Int 28 101 7 40.8 -44.5 Prepared in accordance with:ASCE 7-10,Chapter 30. WindLoads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Customer: GULASKY WorkOrder Number: 03222017001 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure 'Width Height Width Height Length Spacing 1 -43.4 79.5 63.25 97.75 68.25 65 9"o.c. 9"o.c. 2 -44.5 47 71 63.25 73.5 70.25 9"o.c. 9"o.c. 3 -46.9 26.25 51.25 40.25 56.25 53 9"o.c. 9"o.c. 4 -46.9 26.5 51.25 40.25 56.25 53 9"o.c. 9"o.c. 5 -53.3 39.5 81.75 51.75 84.25 81 9"o.c. Fox. 6 -45.1 36.75 72.5 51.75 77.5 74.25 9"o.c. 9"o.c. 7 -45.1 36.75 72.5 51.75 77.5 74.25 9"o.c. 9"o.c. 8 -46 38 51 51.75 56 52.75 9"o.c. 9"o.c. 9 -42.4 73 97 92 100.5 97.25 9"o.c. 9"o.c. 10 -39.5 199.5 100 228.375 103.5 100.25 9"o.c. 9"o.c. 11 -40.9 168.75 72 193.875 79 75.75 9"o.c. 9"o.c. 12 -42.9 60.5 97 74.75 100.5 97.25 9"o.c. 9"o.c. 13 -43 60 96.5 74.75 99 95.75 9"o.c. 9"o.c. 14 -44.5 28 101 40.25 103.5 100.25 9"o.c. 9"o.c. Florida Building Code Online Page ] of 2 K 1 FID tt6 D"TMMd SCIS Home Log In User Registration ? `Hot Topics Submit Surcharge ? 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Search Busines Professi Product Appravat USER:Public User QRegulation fY@8t: product Approval Menu>Product or Application 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@foidingshutters.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 Mame who developed Walter A.Tiilit 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 R2 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 t... rrn �.S •� a• r r �n r. ---'-- 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 flame 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 RS 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 R3 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 Bark Next ContactUs::1940 North Monroe 51reei Tallahassee FI,32349 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 emalls 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: ritvx% jCS s httius://floridabuildinp-.oriz/Dr/nr ano dtl.asnx?naram=wGEVXQwtDov2aBOnHnOOe6r1 Z..- 7/1/2015 t GENERAL NOiES• 1.TITAN It FOLDING IMPACT PROTECTIVE SYSTEM-SHOWN ON THIS PRODUCT-EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN, COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'm TAPCON W/ADVANCED 7HREADFORM TECHNOLOGY,OR 1/4'f CRETE-FLEX,AS MANUFAG7URED BY IIW/BUfIDOC, MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(FMiZ)AND OUT OF THEM(NFIVFQ). INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 0 14 NDS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. -DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(RAO&16W9(NROZ)OF THE ABOVE MENTIONED COOS, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A omwnONA m FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABWE CONDIiM ULTIMATE DFSINO WILD LOADS DETERMINED PER ASCE 7-10.SFWl BE FRSE CA) MINIMUM THREADED PENETRATION OF 1/4'f TAPCON OR 1/4•f CRETE-FLEX OR�14 NOS W000 SCREWS OR REDUCIED TD ASD.DESIGN WIND LOADS BY NUITTILYNO VIEW BY 0.6 M ORDER TO COMPARE THESE W/WX,(ASD.) 1/4'0 NOS TAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND CS THRU Ce BION PRIESSTUIE RAT1FXi5 INDICATED ON SHEET t& CONNECTION TYPE AND Y FOR CS, 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 ODER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 Z INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR ANALYSIS.A DURATION FACTOR CO- 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4-0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR 1/4'0 NOS OF FASTENERS IN WOOD. LAC 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 13E FOUND ON THE EXISTING SECTIONS 1626&1809.1.2 OF THE.ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESDNG,INC. WALU,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.),HURRICANE TESTING LABORATORY(H.T,L)d AMERICM!TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHAD.BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1816& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY-33 T61(MM.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATSiQ&(3 SHALL BE if 10 x 3',410-M MINIMUM SERIES W/173.8 W YIELD -1/4'0 ITW BUILODX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYNER COATING,AS NOS MINUFACMRED BY WH.ffFOD Co, BOX 507.WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TENPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDDX TEK SCREW 1•. FOR 6083 7S ALLOY AT SUDS SHALL BE FY--25.9 I®T. 4.ALL SCREWS TO 13E STAINLESS STEEL 304 OR 316 SERIES W/50 tali YIELD MR04M AND 90 Lml TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BNLDDX TEK 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 GALVANOM STEEL,OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksT MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9 ACH UNIT must BEAR PERMANENT Nam Oman PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERSL IN.MUST PROPERLY CLOSE ALL BLE PLACE WITH GCENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: ' to.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN.f'e-3192 PSI. WITH SECTION 17102.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS 70 MIN. fm30DD psi. LABFIING TO COMPLY WITH SECTION 1710.13.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 CRETE-FLEX AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fcm3350 Psi. 11.FOLDING IMPACT PROTECTIVE SYSTF],f5 INSTALLATION SHALL COMPLY WITH SPECS INDICATE)IN TF115.DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE-PERMIT'IS APPLIED TO. A1)MINIMUM EMBEDMENT OF 1/4'4 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT LVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE.STE CONDITIONS DEVIATE FROM THE PE.D. A2)3/4'SOLID SET ANCHORS SHAD.BE ENTIRELY EMBEDDED(7/8' INTO THE POURED CONCRETE (B) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING IWE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL 13E PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTY. A3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE (D) SITE EER OR.ARCHITECT WHICH WILL CO E THE ENGINE OF RECORD(EO.R)FOR THE PROJECT PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED AND WHO WILLBERESPONSIBLE FOR THE PROPER (8) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER•SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX, INC. - 1/4.0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. NOTES: THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBMMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. `\`77CN11111111TTlll'I B.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK 11NR.NO �0 "( A Tlzz ASG FLORIDA BUILDING CODE (High& Non High Veioeity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG o/ 4 H* �. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. V.\C ENLF'••�% ®sole m18xt INC.INTITAN II FOLDING IMPACT PROTECTIVE SYSTEMAA B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL 03/10/1e ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE *, = ' E C.0,,,c, FOLDING SHUTTER CORP. DATE SHAEl.BE AS INDICATED ON NOTES 8.1 @ B.2 ABOVE. 70M HEUSTREEr PLACE TWT TFSTNO de ENGINEERING COMPANY y4yT PAIL SEMI,R 7J41J 'ene xc aen,.s.sa am..w sEMe n.snee 15-014 �9�it`•,,�( {\ NQS "°°• (Jmx01-ims.rm,famtni-+sal PIE ft*uft ern E OOD6Gad.eom .wfaYi+QaEulLasean 014MMr Ne EB o7opoye�„sWALTM A. _ oy�/'Ifl,• ,•A rE ue•/44167 wvn a� sOFT 1 of IJ .taDO' .�• 291,• '�°" a "°°• Pyr � � r'°>s• � $ r� r3Fr .'@.. � �• �g g �.oe2' A q a 9 g 1.111' Pa' h 9 tf '4 P N Y ff �7Gar P� $ '�v IZSD• Saw — ® SLAT WINDOW Q L—END ©LF' T RIOR CENTER IEC (TO BE USED INSTALLATIONS 6063—T6 ALLOY 6063—TS ALLOY MAY INCLUDE PERFORATIONS AS PER (TO B£USED ONLY FOR INSrALL1RON5 Al'LO - '! DETAIL ON SHEET J) 30 FELT OR HIGHER ABOVE GRAD£ MEASURED AT DOTTOM OF OPENING — ALLOY SEE COMPONENTS 20. 21 &22 ON SHEET 3) SD6T �,. 1.718' 2fJ2' E89J• '�• 2718• 20,2• lBY .f20' 2H57- b § .6JI .12D• �. � R � f?!• a.t20' _ .acs• � 5 � , 8 .raD• � .oar .aso I.PRY aDs _ Gn Dan' (6) 2su- ]713• 6l © BALL HEADER 2�n— f�' ` O ®`~ ILIIITG FSADER ® O SIL ` �r6rrQM RCK ADAP 6063—T5 ALLOY s2r •p 6063 r6-ALLOY aoD• zcoe t2 ' gg CCIAPONENT a h t1 1:2 V a• 2' 5'MAX. 0.125" 0.125' ' .a9r .aSO• p M1 2' 4" MAX. 0.25' 0.25" © 1' 2"MAX. 0.062' 0.062' ©1 ALT. $OTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ���ALUM ANG ® 6RAWS ALLOY 6063-76 ALLOY 6063-76 ALLOY =re ALLOY - '� COMPONENTS �a. d 8 `R`I (dIL6Nl��8" = 1 FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) �" `L—,L .��•� t/ i� 02015 TVECO WGDRAWN W. IRAN II FOLDING IMPACT PROTECTIVE SYSTEM 2.a/Y.1. .37,. L fOLDMG SHUifER CORP. mm 3f8"0-16 ACETAL 20q = IL E C O�,-. © CREif'SI ®t LOCKING TUBES. 70 REMSTREErPIACE ts�o 4 TRLT 7ESi1N0 8:ENGINEERING COMPANY FO A CENTERPIE ® CORNER POST =i` /� jF r u�, �°q.'"t,m"f�9i I=."�" t, "eTPALM PW eF'a`e.n FL&'413 e-maT:,B,eae0a91.com an.Ael 1vkffi— DRAWING Rn — ALLAY 6063—T6 ALLOY .O Q..: �.� EB-OOOG7IG — � - WALTER A.TUN Jr.P.E. art is� ,m,v me 28 I'2'LONG '�i�i.¢` 'SB \ FLORIDA De/44167 aero SHEET T OF 17 I/IIIH1111111H� , I { � � { (J)ROWS of j aT.ILAyywcc i 1 EDT ; 1/8'r HOLES I ®m i ,c b' I-CP FCN SIDE 0_ J� rruA_�L. TABLE 1SOURCES FOR & DOW(SEE TAME 1)0O0 'OPLAS 0DIRECTIONS. SAtOWD SIM P.A OD.eA .Mi. E SLAO00 SLAYS 17PKPROPERTIES R6EE £ ERmL/SDFCFVASTIC pKUCKLE 00 KNUCKLE L1AN'MOLON JI LEM ILY RESM (TRP) M OO (rip) O I attM o792 o.aro/tn0.0lb/l.'F VIEWING SPECIFIC cRAv6Y 000 WINDOW M9,400 p.e.t. 9,6000 . E6 FLEXURAL SENGTH AT YIELD ASTM 079° 12500 D.eT. 13.40 P.-I. F1DLURN.MODULUS ASM 0790 340,000 p.ei. 345.000 Rat I LwrJ Ra SN4P-IN END IME60,' k�q i I.OLN1 I �q I 1 CUP Top/BOTTOM NOTCHED IZOD ASM 0258 18 FT-lb/l. 17 FI-ID/In { 2 I I OF WAIDOW ae O MAK TABLE 2) SMOKE DENSITY ASTM D2843 473% 64.5%&W y ZGy I RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS 1 { 1A SEF IGNMWN ASTM 01929 1040'F 9807 0.060'THICK LLFATHFRIHNt ASTM G135 ti D'j SEAT WINDOW �rl I i SLAT WINDOW POLYCARBONVE NEIHNG TENSILE STRENGTH AFTER WEATHERING ASM 638 93°2 Da.T. 8840 WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM 938 6461 P.a.t. 6680 D.e.t. 2 i I 2 I i AIS 1.000' i i I -MAX.(2)WINDOWS WY BE W ONE SLAT SPACED A MINIMUM OF'74'APART• TWIN Y2•MM.nwu N i 14 { i ENDS OF SLAT TDP k BoYma m TABLE 2: SOURCES FOR ®sur MUST INSTAL1.0 AMCENF rl+al>o,l_� TO Li�NTERPLECES 4 OR(f NOR AT CORNERS OF PRODUCT. � O NiLS7F?TOOL COVPAN/ { , O's2't• 77"M PAOPERTES BUCK MMON PARI PEFEREKE pooi iI I NEN7NC ® u 20319" 0 � N770N p { O�o SPECIFIC GRAVITY AM 0792 0.042 ID/'n ' 11 OOSLATYXN(� KNO WMDOW TENSILE YIELD STRENGTH ASTM D6311.500 P.J. Op) I - FLEXURALSTF04M AT TEND ASM D790 15.000 T—L O J �00 FiDNRAL MODULUS ASM.D790 450.000 PeL O 0O 1/8'I HOLES , I I Il�9CL' 90 EA SPAS I L____ $AIS N �Dz`� ae Fr-[b/In NOTCHED ROD /In { 3/B'APART I d meuTealYw i IN BOTH { ,omAteaT,oH { 4 �EST EWE { DIRECTIONS. I EnoE I arra. I1T50• cownum OF THERMAL F7NPANSION ASM D696 5.5.1t7 in/h=F I FLAMMABILITY DU 94 V-2 I I 21 Z—CLIP © SNAP—IN END CLIP MELTING TEMPERANRE ASTM 03418 500•F ® TIO_N -10 RE USED AS AH OPTION FOR ALL PSTALlA7LON5 S—IF-T WINDOW E7EYA - UNDEP LARGE MSS2E M4Y INCLUDE PERFMIKJNS AS PER THIS DET"` TYPICAL lA SLAT WINDOW DETAILS -MAX. (2)IIINDOWS MAY BE IN ONE SLAY SPACED - MP1. 24'APART(WX EMERY 10 SLAYS). AZ kO) VIEWING WINDOW & 1 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION T (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (Mgh x Nan High Velocity Hurricane Zone) \``��� ,..:•••..,• L/96�i 02015.mTEw INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ` 03/m/16 FOLDING SHUTTER CORP. DATE TUB TESTING Q ENGINEERING COMPANY WEST PAM IHEMSTREET T. 13 / = RTae TCW.aen a.sh>m.glwN,r+cARat rt I. 15-014 = ®t9es 1St 1800-613-6371 ew.fei9p31uttasean DRAWING O <lI WALTER A IDLER Jr.PZaeanv ea r+.r mew,ell rrt FLORIDA Ua/44167 eyao SHEET J 13 1 2 3 4 3 8 7 A 6@)+ 13 2 C'r W/ Q ,1�? ,Q OR '�9 4 0 5 $ (2) >~T 3 z USE(2) AT 2 @&LOCKING TUBES AT rn w UO.0 FORP 70 9"PANS ♦ NOTES ON .� xq I.TWO (2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED WAT 30" O.C. FOR SPANS UP TO 99'. USE THREE (3) FOR LARGER USE(3) AT 30'D.C. O. = FOR SPAN LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE v I o THAN 99'UP TO 444' I STALLED INTERIOR OR EXTERIOR SCREWED 70 TAPPED ENTERPIECES t OR w LOCATION OF g SHALL BE AS SHOWN ON TYPICAL ELEVATION. v p 2, (2) LOCKING TUBES�5 ALWAYS BE USED TOP 8 BOTTOM AT PRODUCT.{{ / PR SHALL E CENTERPIECES SAS SHOWNLL SHEET Ig. TUBES OR � l2 t SEE LIMITATIONS FOR ON SHEET 2 I 1 lSEE END CONNECTION DETAILS ON SHEET 9 CONCRETE. CONCRETE BLOCKKORFOR 67 •F 1 � (� (�3 i+ 16 .\8 + 13 WOOD INSTALLATIONS. O ' 9 + 1p 9 + 10 + 1 9 + 11 NUMfTED WIDTH TYPICAL. E EMI Nva. N. T. S. * NOTE; SEE SECTIONS I THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7, SEE SECTIONS 1W Ar 2W ON SHEET to. SEE SECTIONS SEE SECTIONS W�78W W �. &N14W ON SHEET 12. �� .,T..... �4 FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) 4\Ci F I 02015 rnTEw me. TITAN II FOLDING*IMPACT PROTECTIVE SYSTEM Vii° 4167 w �...� I L ECC!, FOLDING SHUTTER CORP. a"ax'S •,� � .•LL/` TILLR TESTING d ENGINEERING COMPANY 1cl9 HEISIFUT PLACE 3 waaal oSseTo,n.a�iea WW PAtAW8tle-e4,I�uN,FL W413 15-014 Iy.�}T+.Q�,k Pro..:(se7s+laalo,:2.:IsGSJ4F1-cart 1 -83tI WALTM A.TJ,PX FLORIDA 01-/44187 mum a»4Ts s~ SHEET f Q 13 POURED CONCRETE OR CONCRETE BLOCK w OPTIONAL RAIN MOOD POURED CONCRETE � IX511NG NON STRUCTURAL WAIL ( OOMFLTIdNVN''-.' 0.060•t10CK sS OPTIONAL RAIN MOOD REQUIRED. - - -TRIM(DECORATNE MEAD) (SFETSHEEfI)� Rte) HOUSING (NON-STRUCTURAL) (NON-STRUCNRNJ B I.GDO2.500•MN. MN. E.D. OPTIOM • %%!�%% SR N I =--ae�—`...rv..r- "� commm N Cs I -� �a1 / RAN HOOD (SEE SHEET 13) 'p (NON-STRUciTtRAL) O.B55.0(11P.) 8 I I 410.373•LONG NriDNW/ _W �-I/10'ALUM.POP RIVETS. I 13 1 3/16•ALUM. a 18'O.C. 13USHMG W/A U.150' CONE. POP RIVETS. I (2'x4'MAX)MAK) 1 LONG TOP SECTION 0,500• a163•xo.270' O 16.0.0. / I I �� 1/4•r 1-w 1-1 x AIX ' O.D.AND 0245'id.AND xC.030• TRIGON W//ADVANCtD ' 1 0.273,'LONG BOTTOM ULTRAFIIB iHRT:MRXOI TEtHNo[DG SED".OJ20.O.D.AND WEATHER POURED CONCRETE 1 1 TO GLASS ON OR 1/4'0 ELW I . 45'Ld. STPoPPNC FA OR CONCRETE BLOCK COSTRLICRDtN PRODI1Cf5 I 1/4'r x 1•TEK 1 ( ?-) SIDE(1TP•) 1 or WALL REOORED, ( Si�13) i or OREIE-FTFX w/1 3/N• I sS NS�wTfHH N�Uiz�x1 3/16"ALUM. ®T $f x LIIN.EMBEDMENT O e•O.C. I S. WASHER 0 4'O.C. a 16.O.C. 1 or POURED NCRETE1 1 ORCOHCRCEfEfK I 1 t I MIN.SEPARATION WALL REWIRED• 1 1 or (SEE N SHEET 13) "a HASSLE ••®t1- / ®i Ti LASS NN.SEPARATION •y�. $ TO GLASS POURED CONCRETEULE— W LL R B-LACK / "! I�(OI SSHM 13 / or �} CONNIS jpN C2 / I 1/4'0 x 1•TEK ®t / Y (SEE SHEET 13) I SCREW OR,/40-20•x1- Gw B YS NUT h WAS 0 4 WASHER O{•.O.G ' JIOx3'SS.sus.W/1/2.0 '•1 1/4•r TTw BULDDL XI" L=R,, NG NriAN BUSlIINGS 7HREADFORMW "NOLOG/ I .b + a -(� cl, (Typ.L10R01N),AHD J/4' OR 1/4•r E11:0 °"'13 LONG(fyp,TOP),IXCEPT AT WALL FACE MOUNTING INSTALLATION CONSMUCTICH PROOICTS I , "' ROLLER"°" ""'7 SECTION 2 MNL EIZEDMENr O 6'UG ,. I (2•x4•MAX) WALL FACE MOUNTING INSTALLATION OF ANCHON SECTION 1 °""° NG GROIRED BLOCK REQUIRED 1.000 2.300 MN. , (MN.re-2 Z GROUP)OR WIN. ED. PIX1RED ODNCPETE WALL TR NON STRAIM S I j WALL TRIM(OECOPATIVE SILL] 0 @>j ANDIOR SPAONO STAGGERED ANCHOR PAC NG DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETESECTION 3 wf ' AS.D.DESIGN PRESSURE RATING = +65.0, -90.0 PSF & CONCRETE BLOCK _111,011,Trr///A/1r FLORIDA BUILDING CODE(High & Ron High Velocity HurricOne Zane) SCALE: N.T.S. `.. ,.•.. ...F+;✓.9r� 02015 TLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Aw*N L- NOTE FOR COMBINATION OF.SECTIONS: * 03 E.D. EDGE DISTANCE = FOLDING SHWER CORP. DATE MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUR ANY INSTALLATION. .�•a = TICCIT TESTING R ENGINEERING COMPANY WEST P H DY,I.FL Nf5 Nom.JBh 51.pa JN,VTOL.wtw ,I]lllB15-014 -O'• $ F /�` 1-,e.,.,-,Fu ne:er_,A„ pUe,900-sN3-Gs71 I O tl/ -maL•NW671eal.mm �xv.Mdnpehukax.eat, DRAWING Ib T SEE LIMITATIONS FOR®ON SHEET 2 ����' 4 p',• ®-oG06719 y �� •�r, � WALTER A.DWf Jr.P.E FlARIOA Lk/441W oNaA to SHEET 5 O 13 111111111 1/4.4 x 3/4'TE=CREW OR 1/4•x 3/4' /} - BOL75 W/NUTS 3 WASHER O 6.OA. 0.060'THICK S.S. I r 1 POURED CONCRETE OR - _ ___ ROLLER HOUSING_ _ I MIN.SEPARATION I 111N.SEPAIUTIDN CONCRETE 9LDC7<WALL % - TO CUES TO r.USS REQUTZED �—(SEE SCHEDULE ,5t - (SEE.SCHkPUIE _ _ E EQ OPTIONAL RAIN HOGG ON SHEET 13) 1 Or i ON SHEET 13j or s OONTECRON 0{;.. (NON-STRUCTURAL) I T P1�3•SS.5315 N/1/2'4 E ®TN ALTERNATE 3/18'ALUM. x3/4•LONG NITON BUSHINGS E 3/16'Q UM' POP RIVETS O 5'O.G 1 QyP.TOP)AND 1'LONG(TyP. AT REAP-1AT REAR. 1 4 BOTTOIQ,EXCEPT AT ROLLER •f HOUSING(TaYyP.) 1 1 W (2)NYLQL —�vr'•3 1 n 3 1 x 9 y c 4 \3 1 i.R43 o.essG Eo 3116-auN_PGP RNEIs •i 1 m/i0-ALUM. C•lPOP SiPOP FM SIDES I O RO-D.C.BOTH 50FS 3 y LEG&ANCH 3/16•ALUM.POP Xy 0. . ORIENTATION g RNETS O 10.O.C. 'to:Tss.sus w/ 0.373'LONG NYLON KY.0.163• MIN.3/4'PLYWOOD BUSHING W1 0.150• MM.SEPARATION 0.270'x0.030• •S MIN.3/4'PLYWOOD Q 1/2'MIN. REQUIRED LONG TOP SECTION OS00 1 TO Lil55 ULTRAFAB REQUIRED O.D.AND 0.245'I.d.AND WEATHQi '1/4'0 TAPCCNS OR 0.273'LONG' (SEE SCHEDULE STRIPPING EA 1 or CRETE-FLEX 1 0 1/4'THRU BOLT W/ SECTION 0.320.O.D.AND ON SHEET 13) SDE(TYP.) ®T AN 6'O.G WAEACHSHER E NUT O f0•GG 0.245'Ld. 5� _ (TYP.) , V �' 1/4'THRU&DOLT W( 8 yl POURED CONCRETE OR WASHER h NUT O 5.O.C. 1/4'R 7APCONS OR I � CRETE-fTFX ANCHORS e'O.C. CONCRETE BLOCK WALL 6063 R 1 Or REQUIRED 6063-TB CONT.21ALUM. CONCRETE BLOCK WALL SAM.ANGUE OR 1£MTPLATE. ALTERNATE 3/16•ALUM. ®T ANGLE REQUIRED POP RIVETS®5•Q.G. AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING LIR. SECTION 5 INSTALLATION SECTION 6 IM.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING. +66.0, •-66.0 PSF 3/16'ALUM.POP RIVETS O MIN.SEPARATION ORE TO ChI Z 10.O.C.BSIDES —(SEE SCHEDULE ON SHEET 13) P. / 1 ALTERNATE LEG Tor A CONNEMM© ORIENTATION ®T is W ALTUMTE (SEE SHEET 13) kµOAR c ORIENTATION 1/4'0 x 3/4'TEKS SCREW W/ W POURED CONCRETE OR 5/8•WASHER OR 1/4•x 3/4• •3 CONCRETE �U� 4LCW/NUTS R 5/6•WASHER O hl I BUILD—OUT FACE MOUNTING INSTALLATION •� (GONEtiIgFTC4 SECTION 4 o 0 EQ ED 1/4'0 x 3/4'TEKS SCREW OR1/4'z 3/4'DOLTS W/NUTS POURED CONCRETE OR &5 B'WASHER O 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE G«RGRE,EBLDGKWED REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. �Y11 ` ION A (BOTTOM) FLORIDA BUILDING CODE(Wfigh do Non Kgh Velocity Hurt'cane Zone) ®2015TILTECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRAM NOTE FOR COMBINATION OF SECTIONS: * E.D. a EDGE DISTANCE ?'•�\CENSE••-.9 T-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) FOLDING SHUTTER CORP. /10/15 �IN ANY WAY TO SUR ANY INSTALLATION- IL E i►®IMC, �� �• �� •* 71LL1T TESTING a ENGINEERING COMPANY WfTv R X13 A'•, $TQ aaa x.x.]e6.g,a.ax vrsxu m�xy a alae 15-014 pen..(e e7en-IS1e.Fm:(�W7Rn-1uI PP M FLEA IK FL 1 SEE LIMITATIONS FOR®ON SHEET 2 met 4Tteeeecel.cmn xwJolS4gdneeee.ean ORAWMa M ER-Di9 R. I WALTER A.'nUG`Jr.P.E. °m'•Ia °� FLORIN Lie.f 44167 xa^W+ I I SHER 6 Of 13 ff�l1+111111N4111 •MRL ED. POURED CONCRETE COMNECTPQN Cs REQUIRED (SEE SHEEr 13) . 0.060'THICK Ss ' ROLLER H0051NG OPTIONAL RAIN HOOD . 010N-srST llucruRa) (2)mintyTOx3•Ss sMs W/1/2'0 ROLLERS 0.655-0(1YP) x3/4•LONG NYLON BUSHwas . CTYP-TOP)AND 1'LONG(TyP. I NOU9 B BOTiOM),MICEYT AT ROLLER . NG '0273'LONOSNR.0.N/ 3/16•ALUM. BUSTRNG W/A 0.150' POP RNEIS. ILONG TOP SECTION 0.500• O 18'O.C. . O.D.ARD 0.295'Ld.PND CONT.0.10310.270'x0.030' 0.211'LONG BOTTOM UL7RAFA9 WEATHER SECTION 0.320'O.D.AND SRRIPP47G EA SIDE 0245'Ld. \-Tor (IYP.) ®t 6.9i MRL S� ITON ®T e .;9 LASS (SEE SCHEDULE MON. ARATION DN SHEET t3) TO GLASS (SEE SCHEDULE 1 or ON SHEET 13) I MIN. SEPARATION ®t 1/4'o x 1'7EK SCREW OR - TO GLASS Kes 1/4-2011•S.S.MS WITH (SEE SCHEDULE — 1/4-2 opnONAL RAIN GUARD k WASHER O 4'O.C. ON SHEEr 13) f er ALTERNATE 3/16'ALUM. ' POP R.O B. O.C. B OPTIONAL R"GUARD AT ROVE. I (NON-ETR mmi.) I •q r S s ALTERNATE 3/10•ALUM.ALTERNATE LED �} ^ Tn 9 LOCATION WITH I .� APOP REAR.TS O 5'O.C. n 9 Y r'T s 3/16'ALUM.POP RNETS ANCHOR 04 C 9 O 10'O.C.BORN SIDES (SEE SHEET 13) 3/16'ALUM.POP RUM - / O TO'D.C.BOTH EWES EDGE OF �� AWUCBLE E POURED CONCRETE APPLICABLE REQUIRED (S.�:S� •:13 POURED CON. POURED CON CREIE / REQUIRED. •MIN.E.D. REWIRED COMEENON C, ` •MN.ED. MN.E.D. (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 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. !N 111145 FLORIDA BUILDING CODE (Nigh k Non High V.1ocity Hurrienne Zone) NOTE_FOR GOMBINTION OF SECTIONS: `��\�.••""'• t/ 4 02015 nTEca INC TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 0R4'''M Br e '* E.O. a EDGE DISTANCE a�P:`\ .•Q ��� A.G,/M.L 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) vCENS IN ANY WAY TO SUR ANY INSTALLATION. _ I L E C O ll... FOLDING SHUTTER CORP. °J/D'ATE1B � .* � •: TILLN TESTING 0:ENGINEERING COMPANY 70E9.HEMSTREET PUCE - exa ka xa.y yti,�y 1y Arlmo�c n,�tw WEST PMD BEACH.FL 33413 15-014 Ra.,P�a,-,�o PH:IB00-813-8311 1 SEE UMRA710N5 FOR ON SHEET 2 I - ®-0606719 ® 'QA F : S 1:NleeoOaa,.cvm —.TadoG.Mam�seax CRANING Ne WALTER A TAN Jr.P.E FLORIDA Ua/44167 Sm wvm a SHEET 7 OF 13 HfNunn 1111 O 'POWED carK,+oE GR GROIIIm GDIIuaIE GADO•YAK SPAN T®E P9t Stl1F1111E BLOCK.LFL RELIA EMD (SEE somiAt7 (2)ROAS K t/P•rAi'a)6 X X iAv�ons O±PJDIEA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1k (O+/•••s/4'T�9CMf ------ - ----------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT r as tomoommly. o a o 0 0 o MAXIMUM SPAN LENGTH EA END PER END OF TUBE TuscP0ts0Lo"t" -- ------"'---- - TUBE PRODUCT o 0 0 o SIZE SPAR TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM oN IArt�� T/451.J/4 TIM screw 1n.TyP, TUBE TUBE TUBE O e'OL n4•a JSY a .4•a 35S 60' 106.0' 13 8 d'.1/Pv IFNGIN 11/41.LPNOOI �� �� 2"x4"x1/8' 96' 85.0" 17 10 ANGLE 1 144' 69.0' 13 8 80' 117.0' 17 10 ♦•a ss0•d B+ J1Y.L/�•.tETIBIEI ow_ 1XIME 0, p T a t/r 2'x4"z 1/4' 96° 110.0" 21 12 SUIm�EId ED'mP') 144" 91.0" 21 12 r 80' 109.0' 17 10 ATION TYPICAL MELM@1 AT TOP)SPAN TUBE Y.^UMTMG INSTALt!THNd so.e s 2'x5"x1/e' 96' 100.0' 21 12 SECTION X 144" 181.0" 17 10 rme KTs 5Pµ1 I= 1/2•tot $O' 124.0' 21 12 n.O P.) I pLTglp +A'm 2'x6"x1/8" 96' 114.0" 21 12 8 pT 144" 93,0" 21 12 3w a 3YT'm 3,.4. ns.a *VALID ALSO FOR MIDNEIGHT TUBE INSTALLATION ONLY WHEN THE'UMAMoN OF THE sMal.1 4 auL KNAE O T U .-,;/4.tuuM 111 SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN .I� SHOWN ON TABLE 1. (SEE SORAIlp GO m AIRY.ANIAE tPQcS (SEE SGNLDULF� Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) !i TUBE MAXIMUM ALLOWABLE TUBE REQ•D ANGLE NUMBER OF ANCHORS 1/4i OW r 3/P TEX S 0 0 0 o PRODUCT O r oa ------ ------- SIZE SPANSPAN LENGTH EA END PER END OF TUBE .4'ar 35r a . • SPAN WOE PER OOEmAE - ------- -- ------- 3)7vt/4'.LDWN . 6063-To�. Goes-T°AM.ANas 60' 76.0" 13 12 . d (sa saEAYI.0 r (e)tµ•.J/s•Too mer pY�N,SPpy VAR RM Pm ynLmrtE 2'x4'x1/8' 96' 6.0.0" 17 15 &W IvoL R r oc LA1LtM1I�IAtLY. MtOKK6 OtPJ 144" 48.0' 13 12 smana- c r m� M Rwm aP t/aY rAPLpB TYPICAL ELEVATION (TUBE AT BOTTOYI BO' 87.0' 21 18 BLOCK VALAroaRS(TP.)(StE ST auw scxF,Firs SPAM TUBE YOUIMNO INSTALLATION 2'x4'x1/4' 96' 79.0" 21 18 SECS sAN n� 144" 65.0" 21 16 (e)1/44.3N'TOO SCRON s4a•a 3W a 35G•.t/4• 4 10�. R r as urxmmwttr. (m• 80" 77.0" 17 15 lF]CM e061-r°AwY.ANGLE PFMNo�O +/3'TP. (v9.E taEDLAF� + er 2"x5"xl/8' 96' 70.0' 2T 18 ,) sOeotAA1 p 1 144' 57.0' 17 15 A. 80" 88.0" 21 18 pIH a 2"x6'x1/8" 96' 81.0" 21 18 Z Z d 144' 66.0" 21 18 0 0 0 o INSTALLATIONS DETAILS W/ SPAN TUBE I TO POURED CONCRETE 1/4•••3/4•rot SCRIM OR'GROUTED CONCRETE BLOCK WALL F ,u. Oe'Or. O O 0--------------0 O O SCALE N.T.S. O O O 0 O OSE MAX.AS.D.DESIGN PRESSURE RATING s 1720 PSF xzz %4'a 350•a s 4v4. AM ANGLE a�is+oix'eses•-m `� / °E FLORIDA BUILDING CODE (High & Non High Velocity Hurrimno Zane) p*" I"E SWERA :��?•'��GENSF'•.9 6r soTs m1Ew INc. ffliFOLDING IMPACT PROTECTIVE SYSTEM �' pr" - ` = NG SHUM CORP. mCONO1L EC®.NoDATE DIOLKKJ'N'a 356' StiA11/a / ^r TIWT TESTING R ENGINEf:TANG GOYPANYPT y T9413(e)1 a 'TOOsQer LD M OU-T°AUAL N4E :.L' t� 'Q;• e>�N.a.1�.St.fla Jo3,N9W GN➢eR n.aI- 15-014 R 2/aG tONGNdXY1r. (SPE SOEDIR!) Ts •tpp!// vA ':tt(A` w,a..,(_n:tilt-0 L-I't�Iwl title mnTl DURING xn SPAN TUBE YOUNTINO INSTALLATION I Q 0R f s! WALTER A. P.c eo. .a. SECTION Z T SFE WRAT ONS FOR®ON SHEEP 1 % It FLORIDA 1�1441°7 w w SHEEP 8 OF 13 01 T.PaDN3/CfEIE�lEx (SEE S;a7 /-•EXISTING GLASS ANa,aRs O,a'GyC 13) / srm STRUCTURE ENL E.D. Y%/ K 9.7J6'(fYP•) Ex61INa (SFE S"m 1J) EXISTING STRUCTWn STRUCTURE J/BY THREADED H ✓? •T 1/4'..e 1 3/4' / \ J/t6•POP RNET"OR a cENRPJ'ECE FDR T,tpCO'S/GETE_FLEX ie* MC_J/4 M3 o (m.) 1. 1 1 / ANOIORS o,e 0.0. / Z 1 I /10'PEP\ 3 or or t or Tose,e'as wi - . END CONDITION 900 900 1 9D.0. sD.o 2 s '3 / J/,e'POP"'Em oR ,/4•.s/4•TENS e _ i/ <tFhRs aRETaoR 4ORg5WN ,e o.G r ON ) (2) 030 J_ E ERIOR (SEE NNE 1) (2)�S a Ja•O.C.a NI AN;UR 99' \ ' a 7)' O d0 O.C.O uC 'FOR LIP HORIZONTAL SECTION 20 'm',4'��CT„� a KOR�ALEDYO UTEMOR HORIZNTAL SECTION SCREW WY eE NSTAllm (LEVERS ExIEPoOR) TE700R) CCKr /1ePOPr'mDmpm OR ExiE m)50 ra'■,/e'Loy•,e *MAY VARY AT LA4r SIAT AT 1RAPPEO IHSTAUA1pH5 4 OR 5 Goes-Te ALIIIr AOR 5TAPCON/GROE-FTEx SHO „ _ HOSg LDR1A71DN5 F>'R©ON SFIEEr 2 ANa� teaGm ANatas a,D'o.a ExsIINC s=CTu EIGS'IM3 STRUCTURE 2'.211ro'COFB. BUILD—OUT N. 6063-Te Auer ANG E END CONDITION Ea J/,°•FOP,DYEIS OR 1/1'Y J/C 1E1P'Oft Ex6Tw STFAICNRE .END LOCK ANGLE 'WTS 0 12'oars W' END LACK ANGLE �/5�� HORIZONTAL SECTION HORIZONTAL SEOnON iW_Lh-:1 2'.2•.Tro• "TO 144 .J/.•TEN °llMr.ALU04 B1M ANG1E SMA AAVED TO ONE ONE LOCKING TUBE. PART # SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CcNrumE:E o 6•O.C. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A Ct) o sr To o TI $S FaR BER s9 SOLID THERMOPLASTIC P MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN e(s) e s° 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.C.To uuSP roR OP INTO IT WITH A 0.120' C.d. HOLLOW PIN. THE BOTTOM 1.100"OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MAT BE INSTALLED A 0,200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM naEROR OR ExEmort) OF THE TIP A SQUARE, 0.475'xO.475'x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE @ A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE v1 SHO WN (1)PIECE, 1.375' LONG, WITH A 0.366'x0.36fi x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE MUST INCLUDE A 0.684' )R DEEP BY 0.188' WIDE CHANNEL TO RECEIVE.THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 600 t SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER ' (MAX.) HOM20NTAL FLANGE OF TOP/BOTTOM TRACKS. =)O R 4 OR SHOYT ALTERNATE LOCKING SLAT CORNER LOCKING DETAIHORIZONTAL L ON A�TJCC'T✓����i� FLORIDA BUILDING CODE (High &Nan High Velocity Huo(oane Zone) END INSTALLATION DETAILS INTO CONCRETE, = �z WZotanu¢o INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM By'No,44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) _ IL EC o�N�, FOLDING SHWO CORP. nLLR TESTING&ENa,NEERINO COMPANY 7099 Rte'RST PLACE .4lr sss,N'A.mA.s_sra Jm.Wn+TA wmq n 1Ttm WEST / n Teo..,eJosaT1-1610.ra,fvs)aT,-tsst PAW EI-SM —014 PH1800A2J15 RHit...0.61 .raMF9eWtlen. i DRAWING No WALTER EB- 719 P.E ATE FTDPoOA Lie.i 44167 .NIA. 1� SHEET 9 OF 13 4 z•.a•. 1 Al11MMY ANISL BUILD-0Ur IgUM PER SECTION 4.SHEET 6 • A A (a)3/16-PCP 9515. Y>:2'Y 118• EACH IEC OF Y k 2' ALINIRUM M74E N1ClE ANgp LEG WAY FACE AWY FROM OPFM@ d (AS gIOM2 OR TOWARDS yy,, OPENMC.No ANCHORS S tl• REQUIRED TO NOSE 19 13 STRuc,LAE d yjRum-our uaL3Nr PER SECTION 4.SHEET 6 (2)3/18'POP RNE75• PALM LEG OF 250' ANGLE Au"mit WAIL EXTERIOR ELEVATION ANm iLL r soTM SIDES PLAN VIEW A-A LNauNr RQR oNE OF PRODUCT y ®; OPTIONAL SIDE ANGLE (2)11/4'/Y 3/48 TOM OR 3 18'P� l✓ 1 1/2•t 1_1n,,,,1,(8'Y O•-Y (FOR SECTION 4•SHEET 6) RNEIS PFA ANCIE m ^`^^^""" - Y,ar ALUOn TOP B ' TUBE EIOT1011 OR TO WALL(2 FlEQUIiIFD) T/PCON/ FA AHOIE TLS STAB ® 1/4'1 r 1 3/4' TAPCWS/GRCEE-FLT%• END IECEDR E.RAY BE FLAT AFX14M O 18'OA � p. 3/16'POP RIVETS GA �. "• c}P f/s'3 3/4.TOGS 3 EX6TINc sn,uETIn,E .jy. O,2•Q.C. 7. 3 ,/2 MCL W CORNER POST•.. .4-�� �y ISOMETRIC EDGE of mxa ETE SLAB (ITP.A7 TOP AND FI,OIT01 SLABS) 9 END PIEMAY 13E FIAT END P 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION " FLORIDA BUILDING CODE(High & Non High Velocity Hurricane gene) END INSTALLATION DETAILS INTO CONCRETE, ;' \CENSE % 0201 mlEm INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GRAIN Or- A.G./LLL CONCRETE BLOCK & WOOD (AS APPLICABLE) 44167 FOLDING SHUT ER CORP. DATE ALUT TESTING Q ENGINEERING COMPANY 7080 HEMSTI ET PLACE Z� , saI Nr.Seft a sIs Say Nr eAmae,n OT1ee WEST PAW BEAM.FL 37413 15-014 eTO. Pit,eDD e43-esr, �� l] Q. C -maR ekseam m.fa1®,gdMlemm� DRAWING Ne •` \ EH-00067196719 A T1 WALTER 1Ir P ®eu ea An.r yn AA �' T FLORIDA UR./�16� vvao SHFTS RIA OF 13 WALL FlNSH -.x l V. (NON-STRUCTURAL)RAIN HOOD . (NON-STRUCTURAL) WALL FNS" /10:3•S5.S.M.S.N/1/20 r3/4' � 0.060•(HICK S.S. LONG NYLAN Bl15HNCS(Typ TOP) �Q k $ ROU.ER HOUSING AND 1'LONG 0T p.6aTTOu).ExcEIT AT ROLLER HOUSING(TP.) _ • o ?$' o.o6o•THICK SS ROLLER HOUSING �W iT 'T"-�— •T�., OPTIONAL RAW HOOD z ;?:. N•',er:,T,�'• (2) N (NCN-STRLICNIRAL) -I 7b�• ROLLERS EZ �•ick°' O.B55•0(M1P.) 6 1 ' 2 x4•COM.WOOL? 1 3/16•ALUM.POP 'HEAOFR REOb. 1 /10■ 'S.S. ITYMOS.W/ RIVETS.O 10'O.C. 0.373'LONG NYLON A C. _ BDs1[NG W/A 0.1so' 0.163xO.27o• 8 �� ODISEIL110N C LONG i�SECTION asoa' - x0.=. . 1 O.D.avD 0.245 IA.AN IILTRAFAB T Or ' 0.243'LONG BOTTOM SIRIP IN 3/16•ALUu.POP SECTION 245'I . AND SIDE C ND FA. ® t -� - SI 1 0.243•I d. SDE((YPLL n W ,)1 IV M A 18-O.C. i •) a g c>. -N-TO-GLASS ON 2'.4Hl'ADFR WOOD. 1 IBJ To m ON y 8 (SEE scxmuLE T or (SEE HEFT 1LE 7 or $ ON SHEET 13) ®t ON SHEET 13) ®t '' 2x4•DORT.WOAD 1 1 PUgE REED. 1 n WALL FACE MOUNTING INSTALLATION 59 F: a SECTION 2W (TOP( R 'A' Ol1N1ECIlON C1 Y� WALL BNISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) t SEE LJMTTATIONS FOR®ON SHEET 2 .Q.••• 02015 TILTECO NC. 021WN Ori \(•1ENS'F ��'y TITAN If FOLDING IMPACT PROTECTIVE SYSTEM PAW"9� FOR COMBINATION OF SECTIONS: 03/10/15 1- FOR WOOD FRAME CONSTRUCTION.WOOD MEMBERS To FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFlC DENSITY OF 0.46 OR EQUAL 1- NOUNDNG SECTIONS-CAN BE COMBINED - _ 7010 Hr71S�fEEi RACE IN ANY WAY TO SUET ANY INSTALLATION. a 4 ` nLUT TEsnNo a ENOINEEIMTO COMPANY WWr PAM DEACN.I L 3317 C e3a Ian.Sew s.a+.aoa TMazaT crams,0.m+m 15-014 'd••. LL/` eeew P lem)en-16W.Fa.E30E)Q/1-+ut PVt fr-6771 M-0006719 •••ram�w&Nm*Bm+�a MINING no WALTER A.T-1-LIT4„67 Jr.v. BDPoM Lia A �+An+• SHSET 10 07 13 41 41 �Aii .• �. a 1/4'0 x 3/4'TDLS SCREW OR 1/4'x 3/4' BOLTS W/MlfS&WASHER'S e'O.C. __ _ _ 4"x8'(A6rl)EYISRNC HV00 BALM - - REQUI STRUCTURAL ADEQUACY ;)- OF COSTING WOOD BEAM TO,BE - - CERTIFIED BY REGISTERED EN NEER OR ARCHITECT PRIOR WALL FINISH 0.060'THICK S.S. 1 SEE LIMITATIONS FOR®ON SHEET 2 TD PRODUCT NSPI ATION. ROLLER HOUSING 2'94"CONE. C4 - . D HEADER OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIDNS: REQ'O. EQ. EQ. (NON-,SMUCR)RAL) /toxa•S.S.S.M.S.W/1/2'e.3/4' 1- MOUNTING SECTIONS CAN BE COMBINEDpH m LONG"Mix BUSHINGS(ryp.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. AND 1'LONG(Ty P.BOTTOM).DX'EPT AT ROLLER HOUSING(7YP.) _ NOTES, OPTIONAL RNH HOOD . (NON-STRUCTURAL) (2)MnjON 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ^s . r•'I I BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL Lila`- i 3/16'ALUM. RL_Jr TL II 8 POP RIVETS. +f0.3'S.S.SM.S.W/0.373'LONG NYLON ® IB'O.C. EAISIONG W/A 0.150'LONG TOP SECTION 3/16'ALUM. ALTERNATE TEC 0.500'O.D.AND 0.245'Ld.AND 0223'LONG I POP RNETS, LOCATION COMM. BOTTOM SECTION 0.320'O.D.AND 0245'Ld. .... 0 18'O.C. (SEE NOTE•) 0UVRAD.2TO'x0HER (Typ•) MN.SEPARATION UTIOPPI B WEATHER 57RIPPINc EA SIDE - TO CHER ' (1T'P) or ®t& (SET.SCHEDULE ON SHEEP 13) 1 or®t MIN.SEPARATION 'S YIN�S u (SEE H�EDULE 1 or (�S0 EDULE GLASS ON SHEEP 13) wW ON SHEET 13) ALTERNATE 3/16'ALUM ALTMINITE LEO 3 OPTIONAL RAN AND POP RIVETS O 5'C.C. _� r=,T---` LOCATION (NON-STRUCMtAL) ALTERNALOTE GT EG AT REAR i I I LL J J I I f (SEE NOTE•) (SEE NOTE`) i iL._____ r Jn r-��II r=�T- I I ALTERNATE 3/16'ALUM I I L-L? l i _ I i POP RIVETS O S'O.C. AT REM 2'Icr CONTWOOD P01•I F-- --+_____r-, Ij n� F':+'.:.a:?V ' o REOTE ii n lz,/,r ALUM.POP E1S 010 D.C.BO 9 O 10' TH STIDES 3/16-ALUM.POP RIVETS t w n O f0'O.C.BOTH SIDES VA d S E0. FA. W EO E0. DECK REQUIRED 8 2514'CONT 'v (NO FlNISF(ALLDWm) WOOD PLATE 1/4Y x 3/4'1'ETCS SCREW 1/4'0 x 3/4'7EKS SCREW RLATE I OR 1/4'x 3/4'BOL15 W/NUTS W/5/8'WASHER OR 1` 1 &5 8'WASHER O 6'O.C. CONTEMM DO - T/4'x 3/4'BOLTS W/NUR& 1� IIl CONNECTION C4 ` 5/8'CHASTEN O 4'O.C. 1 I 2'MN.ED. 2"MN.ED.— C3 0. C3 WALL FINISH WNL FNEt1 BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4AW (BOTTOM) SECTION 7W SECTION 4W ````ALALT41(t(((ty/rA,,,A�'' FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) NOTE• =ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED EN :p':;��% ®2015 TILTEOO W. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A°W ut F _ INSTALLATIONS DETAILS INTO WOOD "' -- - . /� FOLDING SHUTTER CORP. OS/10/ts =I—,Lrg 6►®IMC. GA's SCALE N.T.S. �} �' TILLIT TF)1NG&ENGINEFAR7G COMPANY 7M HEST�i PLATE . 'O: 61V N•.JM N.91.3�.Ni1.1 aYmnls.R]Ilse HEST PAW BEACH.R 3MI3 15-014 0.)w-umn PH:16DO-843-en1 Llt—oa.lsom •...1Wdkn*AAt.-- DRAWING Ne ',''/ArAA�. 0 DA '`�• TE WALTER MiOOMOA U.1 44167E' anae .n SHEET 11 OF 13 noun UN.SEPARATION I TO GLASS aZ d_ - (SEE SCHEDULE L7 MI SEPARATION or ®t „d, ON SHEET 0)TO GLASS . .�(SEE SCHEDULE Or ON SHEET 13) W ® LS �n oPil°NAL RAIN GUARD I (NON-STRUCTURAL) ALTERNATE 3/16'ALUM. a / I POP RNETS O.5'O.C.S-S.U OR 1/4P-20'x1' AT REM. 'm 9 WASHER 0 4"OG3I r 3/16 O 1'ALUM.POP RIVETS 0'O.C.BOTH SIDES EDGE OF SLAB �— F APPLICABLE EDGE OF SLAB ALTERNATE LEG 8'I CSN C7 IF APPLICABLE ANCHOR LOCATION ' ^i (SEE NOTE•) 2'xe'MIN.WOOD \\l DECK REQUI (NO FINISN ALLOWED) CONNECIION C8 EDGE OF 2'MK E.O. . SLAB IF _ EDGE OF 2'MIN.E.D. APPLICABLE4A '— APPLGIF t SEE LIAIBLE (TAII, FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTAL TION SECTION TBW (BOTTOM) 1 MIN.E.O. 11111117 FOR COMBINATION OF CECTIONS: 2'x8'MRL WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK REM,4 IN ANY WAY TD SUIT ANY INSTALLATION. MIN.SEPARAT1on (NO FINISH ALLOWED) 2'x4'COM.WOOD . TO GLASS FLOOR MOUNTING INSTALLATION NOTRs: PLATE REWD. (SE SEET SCHEDULE SECTION' 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MIEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY'OF 0.46 OR EQUAL _ t WALL FlNI&1 or®t bp, (3)5/0-m LAG 2' 2-SEE SECTIONS BW& 14W FOR MAX.A.S.D.DESIGN I N SCREWS W/2,/2'MOL I �•ED. PRESSURE RATING & SPANS I'.a'x 1W. b PENEIRATION AT 49.2 6063-78 COM. (27 OF RAFTM/DNSSFS a ALUMINUM TUBE DMTIN°2X WOOD g 1/4'x4'(6063-T6)FLAT 2'x4'MLN.WOOD •• PLATE W/1/4'0 x1'TOT Rii1SSE5 OR RAFTF7R SNDS O 1e'O.C. SCREWS O S.O.G IN EN • AT 24'0.r-MAX 1{I BETWETRUSSES OR .500 1/8'x4'(60&7-T6)FLAT PLATE W/1/4'0 xt'TIX (2) 1n#1 THOS OR 1/4'0 S ORE 114'o SCREWS O 4'O.C.IN ANCHORS DR+14 NDS W000 SCREWS OR 1/4'0 w 9 BETWEEN 77RUSSFS mGE(ff APPLICABLE) NDS LAC SCS AT NIDWOTH OF FA SND W/ g 2 1/2'Mn.THREWREADED PENETRATION INTO WOOD SND 1/4'0 x 3/4'TEN 1/4'MAX PLYWOOD EXISTING SOFFIT SCREW OR 1/4-20 x 3/4' (2)NttON 0' S.S.BOLTS W(NUTS 8 ROLLERS „� —/10xJ'SS S.M.S.W/1/2'0 x3/4'IANC WASHER O 6 O.C. 0.8550(RTP.), NYLON BUSHMOS(Typ.TOP)AND 1'LONG 1/4'm x 3/4-TEK _ I B �g )80110/),EXCEPT AT ROLLER HOUSING SCREW a 6'O.C. "00 x 3'S.S.S.Ns.W/ I MOUNT TO WOOD STUDS* MOUNTING INSTALLATION OJ73'LONG N1LON - BUSHING "°'�°' INSTALLATIONS DETAILS SECTION 1.4W (BOTTOM) LONG TOP SECTION 0.500' 0.183'xOZ70' O.D.AND 0.245'Ld.AND x,050• ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 P7 SF 0.326 BOTTOM NOl CLASTKIN U�,�PAFAB , .Q INTO WOOD ```,,\„11,111r�1,,,, SECTION OJ20'O.D.AND TO(i.ASS WEATHER N Ai FLORIDA BUILDING CODE (High& Non High Velocity Hurticmne Zone) 0245-Id. (SEE SCNFDIIIE STRIPPING FA. or®t b SCALE N.T.S. A0./WL ON SHEET 11) SIE OYPJ .�P�,•,�\CENS�,•./,9y ®x15 TiLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ow'w”Imo: . �'�•' DJ/10/15 FOLDING SHUM CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION TION TESTING Q ENGINEERING GGMPAN 7MHEMPIREE1 P"13 1s-014 1/ e161 M.a deU.54 Sh m OIDIA O�SFxS n,.Ulm WEST PAW BEAM FL 33413 SECTION BW (TOP) - o•. //�I :��Y Pia+.(m�eP>,_,an.y.(smpn-,sn Pik,800-64,-637, DRAWING Nu '• IL' Q` . n,an: 0008 YmdLram .•.e fddMpxlxRMn+nn 4CI FB-0°°BTTe _ IMAX. A,S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF l d wFu10�DA Ll,- 14167 mnwx as SHEET 12 OF u /IfD11111NTN f CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE MAYIMUM WIND PRESSURE [�.s.f:) ALLOWABLE REACTION TOP & BOTTOM LB/Fn (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND CORRESP MMHO_MAMMUM (MAX. FOR.CONCRETE& CONCRETE BLOCK sl® SPANS SCHEDULE.- 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) TH MIN. E.D. SHOWN ON ANCHOR SCHEDULE x En MA mm Sus SPANS A WX ALLOANfE CONCRETE CONCRETE BLOCK STEEL WOOD EMILSSU� PSE NTSAmE " CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 1+/-) P"Imsm PRE== &sonm TYPE SPACING _ TYPE �E ANCHOR TYPE ANCHOR TYPE 0.4) Gr) TYPE SPACING �. 30 psf 144.0" 144" 160 Ib/ft A Fe,B 1 '` G A C E A C F A B -.0 D A C 60.0` 60" 86 Ib ft 9 425 LB/FT - 388. /FT 157 LB/Fi. 134 LB/Fi 256 LB/FT 397 LB/FT _ _ 35 psf 100.0' 100" 146 Iti k Cl 6 473 LB/FT - 418 LB 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT Ct 9 417 lB FT - 388 FT - 134 LB FT 10.0 144' 210 Ib ft _ E-- f 461 LB/FT _ 418 LB/FT - 202 LB FT 144: 60 100 Ib/ft 12 387 LB FF _ 334 LB 1 6 LB FT 142 1B FT 271 LB FT 347 LB Fi 12 375 LB/FT 334 LB/FT - 142 LB/FT C2 9 456 LB FT 362 LB FT 250 LB Fi 190 LB FT .3 LB FT 380 LB Fi C2 9 417 LB/FT - 362 LB/FT 190 LB/FT 40 psf -Too-0' 100' -167 lb/ft .g 525 LB/FT - 419 LB FT 312 LB/FT 285 LB/FT 353 LB Fi 443 LB/Fi _ 144' 144. 240 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/Fi 6 502 LB FT 419 LB/FT _ 285 LB/FT 60.0 60.0' ' 115 Ib ft 9 372 LB/FT - 309 LB/FT - 134 LB/Fi 80.0' 80.0" 154 Ib k C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 PSI 97.0' 1 97.0' 187 1 3 .813 LB/FT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 760 LB/FT - 572 LB/FT - 304 LB FT 115.0' 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT T; 9 445 LB/FT - 370 LB/FT - 134 LB/FT 144' 144" 276 lb/It C4 6 592 LB/FT - 448 LB/FT 238 LB/Fi 202 LB/FT 357 LB/FT 483 LB/Fr o 60.0' 60.0' 125 Ib ft 3 972 LB FT - 682 LB/F1` 389 LB/FT 384 LB/FT 500 LB FT 753 LB/FT CSS 561 LB/F1 - 448 LB/FT = 202 LB/FT 8 .0" 89.0." 187 Ip ft g 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 IB/FT L_ � 3 912 LB/FT - 682 LB/FT 364 LB/FT 50 psf 100.0" 100.0' .208 10/9-- 9 226'LB/FT - 224 LB/FT - 83 LB/FT 120.0" 120.0" mown k C5 6 421 LB/FT - 334 LB/F7 122 LB/FT 125 LB/FT 214 L8/FT 155 LB/FT 05 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144' 140" 300 Ib ft - 843 LB - 670 LB/FT 243 LB FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0' 60.0' "E ` 9 , 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' _ I'C5 1410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT _ 55 psf 100.0 100.0' 9'16' 3 822 LB/FT 975 LB/F7 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - _ 120.0" 120.0" 4 269 lB/FT 301 LB/FT 183 LB/Fi - - 114 LB/FT 153 LB/FT 3 883 LB/FT 756 LB/FT 646 LB/FT _ 137' 134" 330 Ib R C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/Fi 204 LB/ C7 4 232 LB/FT 236 LB/FT i83 LB/Fr - 60.0" 60.0" 150 lb/ft 3 316 LB/FT 315 LB/FT 244 LB/Fi - - 80.0" 80.0' 200 Ib ft 2 - - - - 305 LB/FT 12 38B LB/FT 460 LB/FT 409 LB/FT - - 60 psf 100.0' 100.0 250'16 ft 12 491 LB/FT 596 LB/FT 409 LB/Fi - - 265 LB/FT 168 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT_Tl50" 115.0" 288 Wit . C8 8 736 LB/FT 894 LB/Fi 614 LB/FT - - 397 LB/Fi 282 lB/FT 6 777 Lb/FT 921 LB/FT 819 LB/FT - - 131' 128" 346 lb/ft 6 982 LB FT 1194 LB/F7 819 LB FT - - 530•LB/F7 336 LB/FT 59.0' 59.0' 160 Ib ft 92.0' 92.0' 249 Ib/ft 65 psf 100.0" 100.0' 271 Ib ft RAIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDy_LE 9SEE GENERAL NOTE C.2-ON SHEET 1 126' 123' 360 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 60.0' 80.0' 175 Ib/ft 7'0 psf 100.0" 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118" 3IbR 74 SPAN HURRICANE ZONEHURRICANE ZONE _ 59.0' 59.0' 187 Ib ZONE 1.2,3 ZONE 4 A HREAOFORM TECHNOLOGY ED 3.50" 2.50' N/A 4.00" 4.00" N/A N/A k 75 psf 100.0" 100.0' 313 Ib ft 5'-10" 2 1/2" 117" 114" 387 Ib/ft A S LESS 1 2 5/8" r- B _ 1/4' 4 x 3/4' SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00" N/A N/A' 80 psf 113' 111" 400 Ib ft 90 psf 107,' 104" 424 Ib/ft >5'-10" 2 5/8"•I• 1" 2 3/4!+ _C3 S 1/4" d CRETE-FLEX 3.00° R N/A 3.00' 3.00' N/A N/A 100 PSI 101 99' 447 Ib ft TO 8'-3' L 110 pef 94" 90" 468 Ib R 1/4" 0 TTW-BUILDER 1 0 psf 87 82 484 Ib R >g•_3^ E N/A N/A N/A 1.00" N/A N/A N/A 2.00' 130 ' f eo' 76" 483 lb/ft 3 1/2" 1" 3 5/8' TEK SCREWS TO 12'-0' #14 NDS WOOD SCREWS OR 140 psf 74" 70" 484 Ib ft F N/A N/A D N/A N/A N/A 2.00" N/A 150 psf 69 66 483 Ib ff 1 4" NDS LAG SCREWS 160 psf 65 62' 483 Ib R AS DEFlNED BY ASTM E-1996 STANDARD. A TTI(rfAAAAAii FLORIDA BUILDING CODE(Nigh &Non High Velocity Hurticane Zane) NOTES. } EXCEPT THAT 3 5/8' SHALL BE USED :. et. E '•.9'.� ®sols nTEDo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 01U1N L+: MAXIMUM A.LOWABLE,PRODUCT SPAN FOR FOR MOUNTINGS AS PER SECTIONS 3, S�;''�,\C NS'F GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. .4, 4A & 7A. L-:MAX.ALLOWABLE PRODUCT SPAN FOR A - - 03/10/15 W&N NEGATIVE A.S.D.DESIGN PRESSURE I L. 'E G®enc. FOLDING SHUTTER CORP. DATE RATING. 7089 NEUSTRW PLACE TILUT ESTING TIE<..r P DETH,R.33413 FINAL MAxDAUM N10WABIF PRDoucr SPAN Isl]F : c °3®`•.JOR Q-�"m•'�°"" "�1°° P1r:1800-643-sn, 15-014 F".:ce ern-I®. ,Ismerl-,�,1 EQUAL TO THE MINJMUM DETERMNID PRODUCT P :'���` mg'Utec L.. .A"Jwmmngi u!m mea" DRAWING 16 SPAN BETWEEN 1+'AND'L-". ' ��RIQ 4 .�`''� NALTM A.n as P.C. Ig A FLONDA Ue 44167 SHEET 13 or 13