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HomeMy WebLinkAboutProduct Approval M Castles Impact 1Nindow,s FACTORY DIRECT SINCE 9969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: BURNS,RUTH Wind Zone: 160 MPH. Address: 2748 Iroquois Ave Exposure Category: C San Lucie Plaza Minimum Building Dimension: 46 ft. Fort Pierce,FL 34946 Mean Roof Height: 15 ft. Risk Category: II I Design Pressure Calculations a Opening Location Device Device Device Max Positive L�ax Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(ps) essure(psf) ] 1 Int 53 50.5 7 32.1 -35.0 2 Int 74 38 7 32.0 -34.9 3 Int 35 83.75 7 31.9 -34.8 ........._..._....__._...._-----------------------------------------------------_...._.------- -- -- ----------- ---------------------------- ---__._- _... ---- --------------------------------------------------- 4 Int 26.25 25.5 7 33.5 -36.3 _.._-...._........_........-_..__..-..---....-..---------_---------------------------.._.._------------- - ..__._..__..--...--- -- --._.. - ------ - - ..._.-----...-.-..--------------------------------------------------------------------___.... 5 Int 74.5 50.5 731.4 -34.2 ......._..._ ................................---_- - _ - -..--_--.._......_...--..-..-- --- ...._.. ----------------- -_ _ - - _ .. -- --- -....---------------.._ ..----------------------------------- --_......--_.._._..--... ---------------------------------------------------....._--.._.- - 6 Int 74.25 50.5 7 1 31.4 -34.2 .. ..............................._.........................._....._..............._...._........-._......................................__...........-..._...........................................-..................................................._.__................................................_.._.....---......._...................._........... _.._...._..._.............._._.._..---..............-................_.._....._... _ 7 Int 74.25 50.5 7 31.4 -34.2 -..................................._............-.._._.........-.--...................-...------..._.................._...._._._....- .._........................_.._..._..-----.................................._..---.........._......__............_..-..............................................._........._..._.......__.._.....................----------_................................_-.....-- 8 Int 37 50.5 7 32.9 -35.8 ._....._...._....-_................_....._.......-.........._..._._...............-..._.......__._._._._._._._......._....------..........._...._._......---..._....._.__....---- ---........--- ----......_....._._.............__..._..__..._...__._._..--------.._._...__........-_.._........ 9 Int 74.25 50.5 7 31.4 -34.2 _...--............._._..-- --..._._...-- --------......_... ----.......----._..__. ... ................... .. .._......... ........................................_... _._._.. ---- 10 Int 36.5 50.5 7 1 32.9 -35.8 ..._..._._.._....._..._............................_.__.....-..__......._.._--......-...__...__.....-.......---------.._...----- ----............-------......_......_._-...._.__...._............_..........._._... _- --......._- ..............._.-............. 11 Int 51.25 37.25 7 32.9 -35.7 12 Int 24.5 36.5 7 33.5 -36.3 ------- ---- -------------------- -------------------..__..-------=----_ ----- 13 Int 32.5 77.5 7 32.3 -35.1 .................__.......... - - - - - - ------ --- ----- 14 End 24.75 36.5 7 1 33.5 -44.8 15 Int 74.75 36.5 7 32.1 -34.9 16 Int 74.75 50.5 7 31.4 -34.2 -.__._......_...................------....................._...----........._.............._......-........._..__......_.-.._..._.._.............._......_...---._._........................- .._....._._..._._.._........_.__...._....._-- -..__......_..........._._....-----.....__...._....__...._._ ...._............_.....- 17 Int 35 83.75 7 31.9 -34.8 -._....._-........................----...--...............__......_-- ----._..._._.._._... --- ---- .__............................._...._._._..------............._...._....._....._-_.................................-.......----..--..................................-_._...................... -- - 18 End 74.25 50.5 7 31.4 -40.7 i Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 I ' I Customer: BURNS WorkOrder Number: 08112017004N0301 ! Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing I 1 -35 53 50.5 '69 55.5 52.25 9"o.C. 9"o.C. 2 -34.9 74 38 92 43 39.75 9"o.c. 9"o.c. 3 -44.8 35 83.75 46 86.25 83 9"o.c. ! 9"o.c. 4 -36.3 26.25 25.5 40.25 30.5 27.25 Fox. 9"o.c. 5 -34.2 74.5 50.5 92 55.5 52.25 9"o.c. 9"o.c. 6 -34.2 74.75 50.5 92 55.5 52.25 9"o.C. 9"o.c. 7 -34.2 74.25 50.5 92 55.5 52.25 9"o.c. 9"o.c. 8 -35.8 37 50.5 51.75 55.5 52.25 9"o.c. 9"o.C. 9 -34.2 74.25 50.5 92 55.5 52.25 9"o.C. 10 -35.8 36.5 50.5 44.375 54.5 51.25 9"o.C. 9"o.c. 11 -35.7 51.25 37.25 63.25 39.25 36 9"o.C. 9"o.c. 12 -36.7 24.5 36.5 34.5 38.5 35.25 9"o.c. 9"o.c. 13 -35.1 32.5 77.5 46 79.25 76 9"o.c. 9"o.c. 14 -44.8 24.75 36.5 34.5 38.5 35.25 9"o.c. ! 9"o.C. 15 -44.8 51.5 36.5 69 38.5 35.25 9"o.c. 9"o.c. 16 -34.2 74.75 50.5 92 55.5 52.25 9"o.C. 9"o.c. 17 -34.8 35 83.75 46 86.25 83 9"o.c. j 9"o.C. 18 -40.7 74.25 50.5 89.25 55.5 52.25 9"o.c. I I ! I Florida Building Code Online Page 1 of 2 I +� , `"N.e r A10, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff'� BCIS Site Map Links Search • Florida Product Approval G(t' `�' °� USER:Public User Lkdrr,�q ez. Product Approval Menu>Product or AoDlIcatlon Search>Application List>Application Detail �r7 e FL# �Re ,7080;R'1 Application Typeisi Code Version 2014 Application Status Approved Comments Archived F] Product Manufacturer Folding Shutter Corporatil n 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@foldingsh utters.coirl Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Categorye,1-ji.�nnpqPr.1.,H1ve SystemsSubcategory able n; a 1, I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Lj Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. Validation Checklist Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-0141odf I Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 I, 1994 Equivalence of Product Standards Certified By Sections from the Code i I I ' I httns://floridabuildina.ora/vr/vr ann dtl.asnx?uaram=wGEVXOwtDav2aBOnHDOOe6r1Z... 9/14/2017 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 Date Revised 08/17/2017 Summary of Products F Model,Number or Name Description 17 0 Titan II Folding Impact Protective Extruded aluminum blade's folded'togetherthrpugh knuckles �^ System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Usestallation Instructions Approved for use in HVHZ:Yes FL17080 R1,hI F01phi�G Sf HUTfER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014'"df Impact Resistant:Yes 1Venfied By:Walter A.Tillit Jr. Design Pressure:+160/-160 Crea e n epen ent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluationy Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 IAE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.1)df Created by Independent Third Party:Yes Back Next I Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is.an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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: ®'�' ® Credit Card Safe i httns://floridabuildiniz.oriz/nr/nr ann dtl.asnx?naram=wGEVXOwtD�av2aBOvHnOOe6r1Z... 9/14/2017 GENERAL NOiES, 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EDJ HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING 6=0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'0 TAPCON W/ADVANCED THR171DFORM TECHNOLOGY,OR 114'0 CRETE-FLEX.AS MANUFACTURED BY ITW/BUILDEX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(Hlll�AND OUT OF THEM(IBMQJ. 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 ISM(MMS& ISM MMM OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOM Kd-0E5,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VEL>1FY THE ABOVE CONdTKIK ULTIMATE OEM WPM LOADS DEEAMNED PER ASCE 7-10.SHALL BE FIRST- C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'f CRETE-FLEX OR/14 NOS WOOD SCREWS OR REDUCED TO AS.D.DESIGN WIND IDA DS BY MILTMNNG TFE]I DY 0.6 IN ORDER TO COMPARE THESE W/MAX(A&0.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALT_BE 1 1/2'FOR Cl THRU C4 AND C6 THRU C8 Dem P1RfS` RATINGS INOICATED 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 PMT OF THE REQUIRED THREADED PETIEMATION. IN ORDER TD VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN C2) MINIMUM EDGE DISTANCE OF.1/4-0 TAPCON OR 1/4'f CRETE-FLEX OR/14 NDS W000 SCREWS OR 1/4'0 NDS ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THBR ANALYSIS.A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION 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 N ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1628&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH T0.REICH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.),HUfdUCANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATTD ON NOTE Cl ABOVE- TAS-202 AND TAS-203•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1615& 164 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE.FY-33 KSI(MIN.)MATERIAL FLORIDA BUILDING CODE 2.STAINLESS SIM SHEET METAL SCREWS USED AT SLATS(D&®SHALL.BE B 10 x 3', 410-HT MINIMUM SERIES W/ 173.8 kai YIELD -1/4'0 1IW BUILDEf TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES. MANUFAGIURED 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 D.1) MINIMUM EDGE DISTANCE OF ITW BUILDS(TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE FY--25.9 k9L 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 bT YIELD STRENGTH AND 90 W TENSILE STRENGTH OR 7.ANCHORS SHNL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL.ITW/WUEX TEX SCREWS AND SHALL COMPLY WJ FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8.IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR 5.BOLTS TO BE ASTM A-3137 CALVANRED STEEL OR ALSI 304 OR 316 SERIES STAINLESS SMEL WITH 35 keT MINIMUM YIELD STRENGTH. WOOD FRAME BUILDING& ITH WARNING NOTE'DURING PER160S OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. WARNINGS HOME OWNM TTIENANT,OR OTHACH UNIT MUST BEAR PERMANENT LABEL ERS•MUST PROPERLN A VISIBLE PLACEY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: ip,PRODUCT MANUFACTURF]YS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDEY.INC.TO MIN.Ve-3192 psi. WITH SECTION 1710,8.3 OF THE FLORIDA BURRING 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 TD MIN_Yr--3000 Psi. IA13CUNG TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Pc-�3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSILIJ'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEER B 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 SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CDNCRETE (B) CONTRACTOR TO BE RESPON518LE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SWU1 BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT OSMATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRAGMIVS RESPONSIBILITY. X3)-IN CASE-THAT-PRECAST STONE.PRECAST-CONCRETE--PANELS,-OR-PAVERS_SE FOUND-ON THE-EXISTING- __ (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAIJD IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FIDRDA RECISIERED ENGINEER OR-ARCHRECT-WHICH WILL- - - - ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE. BECOME THE ENGNEER OF RECORD(F-O.R.) FOR THE PROJECT AND VMO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL ASTM 0-90. USE OF THE P.E.D. UnNEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 TAPOON W/ADVANCED THRFADFORM TECHNOLOGY.AS MANUFACTURED BY LT-W.BUILDEX,INC. 1/4'0 x 3/4'SOLD SET•AS DISTRIBUTED BY ALL POINT SOLID SU ANCHORS - - (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL E7RGINEER THAT -1/4'0 CRETE-FLEx,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. - NOTES: ' THIS DRAWING SHALL ONLY BE USED TO OBTAIN 9.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. .. PE'RNE15 IN THE STATE OF FLDWDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. 1�111A1,T14�A'A''' FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) B2)3/4'SOLID SET ANCHORS SHALL BE EMIRELY EMBEDDED(7181 INTO THE CONCRETE BLOCK UNIT.NO ` •• EMBEOMEM INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREAMS USED SHALL BE 1 1/2'LONG r/�� ` ®1at3 TDLTECO DNc WtAttN in: MINIMUM SHOULD STUCCO EXIST AND t'MINIMUM FOR WALLS WITH NO STUCCO- ��CENs�.•. y IRAN II FOLDING IMPACT PROTECTIVE SYSTEM AAL/LLL B3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, = ■ L/. cN BI,M Imp f�pp. 03/10/Is ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANIES.ANCHORAGE ; - I1. E C O INC. TVW NG UM WRr DATE SHALL BE AS INDICATED ON NOTES 9.1 &B.2 ABOVE- 7009* nLUT TESTING a ENGINEFRMO COYPAtIY T qAM r0 I, .Vose,u.Tea sa se.sm.noir axmaHs.n.3tlee Arisr vMM DEMI,R 33413 15-014 ���iR` .,�( P .•'r4�� "r'•'LsosDen-tmo.lm,( -mt PH:t9oo-went anal:GTtecoOaol.wm �Hlaeg�nuttomrn ORAW9IG No WALTER�A�U�JT1Jr.P.E. rr.r lmelA vm. Hv.r mroa me a Y. tE F1AMW L. /44197 ANNA SHEET 1 or 13 AHY9 1 .za0o• ,�'• __ 2941• aeen 2 1.an• xw g �• A • 6� `� 'G t7P �g . 7750, a'©SLAT T EN) 607 Ts,atom= - ' ® SLAT WIND01 ©� �� ��, = T r RlOR CE BE,1/SED f'OR_%ALL-1NSIAL(ATKI 6063-T6 ALLOY606.3-T ALLOY 606j= ALLOY Y PERFnRATlt7N5`AS•P (10 BE USED ONLY FOR/NSTA71AT10NS R� ry'e OR1..1'iL�i 1•sli[ lr•CE, ' �s 76--A � D INCLUDE-ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE /z r MEASURED AT BOTTOM OF OPENING 606J-T6=ALLOY SEE COMPONENTS 20,21&22 ON 1� SHEET J.) .Tam• .ear• n5• 2r5•r - .Sar Imo' 2715- 2012• 2x,r •� D.120' '� IAOY .6J1 ` .w D, .061•• .f00• id yi7 .®.r .azo• N _ i, � .067• 9 •�• 6T ffir y,c) �. .ees• .aeY 1713- © IPALL HEADER s r� /���� - .`CEILING HEADERr� BOTTOM SILL TRACKS 1 TTOM GKrADAPTER S1Lrl1!'=E.11lJ.�TRAGK 6063 T5 rietoY '"�`.- 606J 761 ALLOY L60--mmLLOY 0 A 6063-78 ALLOY --- ze9e N t2 .090• COMPONENT a 6 t1 t2 E rn Q 2- 5'MAX. 0.125' 0.125' ' .o5a• .a6o• N 4 N - •nfi ffil- _ .1�6' 2• 4'MAX. 0.25' 0.25' a� 2'MAX. 0.062' 0.062' AIIO• ��� ©1 ALT. BOTTOM TRACK ADAPTEE BOTTOM RAIN GUARD 1: ,� UMIIYUM�rANGLESr 6063-TR5H1OYY sos3-T :tor —+" 6063-76 ALLOY - ". - ---- 6063-116-ALLOY -- '�• d -COMPONENTS \ �a. B g \\\ Ah E,Ir/1 B' =-COMPONENTS FLORIDA BUILDING CODE(High 6 Non High Velocity Hurricane Zone) ffiY- `\\`•`••.••••••••.••rf�f�i� ®201s TL7ECO,frG TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM l / a7n y>P;•�GENSF © V8"O-16 ACETAL LOCKING TUBES IL E C O�w�. FOLDING SHUTTER CORP. �:°�" za,o• THUMBSCREWS - ±* J = TWT TiS,N0 Q ENfAt1EF% COMPANY WI �Isr PAW ffAO►FL�SSq] AT CENTERPIECE ® CORNER POST ; o P€v :�`"` ®"' 'W0.�wmr5 n s1,a1 5-0 a FOR n& n �..,as ,956..•—_,v, Pit 18011,443-WI e-rtwll:m,eeo.00,.a9,e ofuw,,,o H. 60&3-T6 ALLOY Q ®-0006719 WALTER A.7611,h•P.6 a res r+t °a '�%� • y6µ\ FLORIDA U./141W , am>e eR. �94T 2 OF 13 \� t IliT1111111101N\ ,rWL stusu ( (3)ROHS Of re MTtW "AT ice(, Fik.4 SP i _� i bpo z-cUv EaCN slnE TABLE 1: SOURCES FOR & i 1 0 i ORIECTONs. i s , r I OF woo, lsEE 7ABt£!) GPnDNs wcSia.E = pop KM1CtZE I i as ' ' TYPAe4H.Pm'Wf7ma �+ s4BID LNM71tIDYE 11 0- 0 IERNL 1 te.LSlc N ; QDo i (TT'P) _ ; 2d 11GUVdDLON 31 tEYAN 103 RESN (? 60 ppp { E` .i NE%91JG SPECIFIC GRAVITY ASTU 0702 0.043 Wtin' 0.017 lb/.' ppp ,o T- w AMCHAIWA- i I r TENSILE YIELD STRENOTH ASCU DIM 9AW pa.L 9=0 ps1 ,. FLEXURAL STRENGTH AT YW ASN 0790 12,SOD P.aL 13AM pa.G nmdmL,MOO(RU8 ASN Una 340,000 P.W. 345.000 p.aL 1.000" i z i t1 uP SNAP-1N END ; quo MAX ' ; i, CLIP /80770M NOTCHED IZOD ASTU 0250 16 FF-1b/In 17 FT-011hr. WNVOW (SEE 7ASZ-'2) . i .� i ; sMOTCE DENSITY ASTM D2643 47,2 x 64.5 S MAX RATE OF BURNING ASN D8.75 C-1 CLASS C-1 CLASS lA SELF IGNITION ASTM 01929 10407 990•F SLAT R1AtDOm, ti 4�j i i 5447 W7M OMW 0.050"THICK ISN 0155 K�Z3ii Z i V i WINDOW P0UCW�sEE TAKE G TENSILE SMEMGM AFTER WEATHEMS ASN 939 9302 pal 8840 sG ZW ! 1 TTyPiYE STRESS BEFODE WEATHEFSNO ASN 838 8481 p.aL 6880 Tal. m MAX 1.000- (2WNDOW A14Y BE IN ONE h 1O AFA1G v i A AtM0t1UAl OF 2 AW.WIN 122-AM SLASPAM . I PJ•JDS OF 5UL7 mp&80770K -((A s yr Mu47 eE INSTALLED,OACE rr TABLE 2: SOURCES FOR r = vrs.iar I 70 PIECE5 OR©,NOR AT ODRNFJ2S OF PIA70UC7. STAhLW20 uA51ER TWO.SPA, opo j r--- -- ® SLAT iYQVDOiP DETAIL "SLP 0PrS4Js auarMON PAR7 I opo I t ELETAT 7x) SLATS i Opo SLATS I 20 SPECIFIC GRAmtt ASTM 0792 0.042 Ib/W h /OILY:A' pOp KN i i VEWNG M!& BL: (IVP) ; pOpp ; (TVP) ; r , ; r IWNOOW TENSILE YIELD STREHCTI ASN DOM 11.Soo PAA. pop ; (3)ROWS OF ' 1.a , atrrrT aO' FLEXURAL.sLTs,'NGGTN AT YIELD ASTM.0790 15.PW p Ia p 0 r 114"a NODES I I , cornFUCKMAL r qp i FA SPACED i t___.. _.� i UOOULIA /SITE.0790 450,OOp poi. 1p 1i dV B07N = vra.aF�uwcB i .arr c APARrNOTCHED ROD ASTM D258 0.6 F!-Ib/in i -"v wym I ' i DIRECRONS i 1na0 �� IHERA1SL, : aa:p• COEFFICIENT OF TINTWAL O PAN30N ASN D696 5.5.10 In/E,-"F SNAP-IN M-W L"LTP EmTING TEx�EwTUEEE Am:418 5��F - --- ------- - USED As AN oPnoN FOR ALE. Ns7A71AT70Ns SAT nWOW ELWATION - - - UNODt LARGE NLSSICE ANY INCLAIDE PERFORATIONS' A5 PER MIS OO _-TYPICAL- I SLAT -WINDOW DETAILS .. -AIAN.(2)WINDNDOWWS MAY BE IN ONE$TAY SPACED TYPICAL AGN.24"APART AW.EVERY ID STATS). W� (M VIEWING WINDOW & 21 TYPICAL ALTERNATE PERFORA TED -5 f)SLAT WINDOW ELEVATION SMALL MISSILE IMPACT LARGE MISSILE IMPACT) 11 !Ir FLORIDA BUDDING CODE (Mgh&Non High Velocity NumcOne Zane) .�J�`�,.•"""'••, e%g,� 02015 TIIJEW W. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM B �aP: ENSIc' �-•� 1ILIECO 111C. FOWNG SHUTO COMP. /10/15 GATE nwT TESILNO a ENGINEERINO COMPANY 7089 NEWSIIMET PLACE Nei iY.a.w �.av,mora oWm6 n as,ca WEST k PAW BEACH.FL M413 FR:1BDG-643-6371 15-014 DmWm N. '� l.,t,•1. FTDRm4A•U 4344167£ lace ,e+a+v W�¢nn Tec*+ .ascioe tl°i SHEEP 5 13 1 2 3 4 S 8 7 A B 6 O, ©.08 + @ A ff 2 or Q3 W/ O3 , 16 , 1© OR 19 4 OR 5 8 (2) t . w zdz USE (2) AT 3(r rj o ♦ NOTES ON®& LOCKING TUBES®ATQ3Q. ,a:o O.C. FOR SPANS � 1O w UP TO 99'. a 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30' O.C.FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER USE(3) AT 30�O.C. SPANS SPACED AT 30� O.G.AT MIDSPUS COMPONENT MAY BE INSTALLED IHtERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES N n FORP) 99' UP TO ®. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. }iI a 2.(2)LOCKING TUBES SHA ALWAYS BE USED TOP ✓k BOTTOM AT PRODUCTS CENTERPIECES 1 DRAT ALL INSTALLATIONS.LOCKING TUBES w 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. *m OR 8 �2 1 t T SEE LIMITATIONS FOR®ON SHEET 2 I 1 1]tC END CONNECTION DETAILS ' ON SHEET 9FULL CFOR TE, CONCRECONCNC RETE BLOCK O OR WOOD INSTALLATIONS. UNLIMITED WAD " TYTI!jAL ELEVATION 4, 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON•SHEET•6. SEE SECTIONS 7, 7A do 7B ON SHEET 7SEE SECTIONS 1W & 2W ON SHEET 10.. SEE SECTIONS 4W, 4AW& 7W ON SHEET 11. FLORIDA BURRING CODE(High x Nan High Velocity Hurricane Zone) SEE SECTIONS 7AW, 78W, BW & 14W ON SHEET 12. 02015 713e W' TITAN II FOLDING'IMPACT PROTECTIVE SYSTEM Ami q16? *' IL E C O�__ _ FOLDING SHUM CORP. os�o►�'S c.� ACE ntur rEsma•ENcimma a mPmV '70°B�]WJCKr L 3 Ur y'4Lj ms K�.taa.s�es<am.ww�osm�n siiee tttsT vwY tf�ab n.ext] 15-014 y O ,pf`bi�z` '�,�`` nee. EB-00067119 ta000a;,catm en-,S7t ,�I.,d mn, GPAV IW Ne Sq�c Y WALTER A TrUff Jr.P E Naww U.f 44,W, ana* SHM 4 Or 13 POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. OPTIONAL RAM 0000 REWIRED.I CONCRETEED . TRIM(DECORATNE HEAD) WALL • 0.080'TRICK SS. OPTIONAL RAM HOOD (NON-SDRUCfURAL) (SFE,vt1EEL13- ROLLER HOUSING (NON-STRlICR1RA1) •) .b $ 1.000' 25 E YM. 10N. E0. W _ • :%`,';% N �z_ 111 .%�, __ / °PROWL NOTR(22)IIN = COCTIOO a N-STRUCTURAL)(SEE SHEET Lass-0(IYP.) 1 /10.773'LONG NMN/ J/II ALL I. b1 � 7/18•xUY.POP RNETS. i 13 BUSHING W/A 0.150• CONT. PoP RNETS, •z O 18'O.C. (2'>r4'YA1L) LONG TOP SECTION 0.500' 0.187".0.270" O 18,O.C. 1/4- 1 �� O.D.AND 0145'EA.AND .0.070• T Aw 1 SEN0.273 LONG BOTTOM ULTRWAB I MIN.SEPARATION 7F8iFAffOiM NOLncY OR 0.320'O.D.AND WFATHER POURED CONCflE7E TO GLASS OR 1/4 0 FIN 0.245'id SIM E(EYP RIPPM DL TEK �J^ OR CONCRETE BLOCK (SEE SCHEDURE / or =MM CION PROOUCIS I SCREW4. OR11/40-20 ia' J/IB'01" •) •) 1 or �B WALL REQUIRED. ON SMELT 1J) ®t N�y NQN.tE41EMBEEX O e O' I S.S.US WITH NUE h POP RNEIS. ®t n WASHER O 4'O.C. O 18'O.C. / Or POURED CONCRETE OR CONCRJiL&K 1 N. .TC CCTAASSS1104 7 or WALL REQU / or SCHED L ON SHEET 13) tI M1BN.SEPARATED-----(5EE SCHEEDDULEP40-7RC-ON-CREFEBCON1 ON mm 13) 1or -CON CTION TEK ((SEE 13) 1/SCREIY OR11X20'.1•S5.US WRH NUT& ' WASHER O 4•.O.C. .N 1/4'0 TIW BIIIOFJ( /100S.S.S.M.S.W/1/2'4 TAPCON W/RNANCFD xl'LONG NYLON BUSHINGS T9�ADFOR TECHNOLOGY r c' � ('" B0iT0E') ANDD/4• WALL FACE MOUNTING INSTALLATION CDESBRU°CRRW74 I t3 (SFE SNEtTIJ) LaH�O(T �TDP),E%QFPT AT r= SECTION 2 �-� W/1 3/4' i (2'r4'MAX.) YRL EMBEDMENTO 8'O.G ALL FACE—MO UNTINGYINSTAL�ATION OARS SECTIAN:f i ,n• SPACING MCHURSPACING GROUIED BLOCK REQUIRED 1A0D i 2SOO MM. (MIN.fw2�GROU�� MM. co PO EXISTING NON STRUCTURAL WALL TRIM(DECORATNE SILL) 0 6 ANCHOR SPAONc STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL F 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETEMAOL A.S.D.DESIGN PRESSURE MIING=-+W.O. -BD.D PSF & CONCRETE BLOCK YII �H`I /��AAAii FLORIDA BUILDING CODE(High &Non High Velocity Hu cane Zone) SCARE-N_T.S. `��P:��CENSF,:J�Qri� 02015 TILIM INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "PA"Dr AA6ALL NOTE FOR COMM ON OF SECTIONS: i * E.D. = EDGE DISTANCE oS/1°/15 SEE SPECIFICATIONS ON SHEEP 13 IL E C O�Mc. FOLDING SNll1TER CORP' 1- MOUNTING SECTIONS CAN BE COMBINED ( ) - _ 7M RE ST1�T PLACE IN ANY WAY TO SUR ANY INSTALLATION. - 'a / rte' .,LLIT�nw°nNO. x�a,D'Sa"v s n m a" WEa PAfY eFJaR,FT•rl3 15-014 -G•• $ 1 k'tlr ,m, Pw,eo0-e47�SA1 9�:•' / oA, �/� 2 RYemEbal.mm �erdGg0Au8v9•aaln dUWMG No T SEE LIMITATIONS FOR ON SHEET 2 4 T• . w ®-aoo6719 ® '�Ja ,yy� . ` WF1O�G� µ,bb �� ar.r mmiu. on SNQT 5 Oi,7 aulmn _ 1/4'0 x 3/4'TBW SCREW OR 1/4'x 3/4' J BOLT$W/NUfS&WASHER O 6.O.C. 0.060•THICK M I 1 MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING MIN SEPARATION TO CLASS _ CONCRETE BLOCK'WALL 1 70 CLASS (SEE SQfmUIE oai a,� mED EQ. N srRUc1uRDAL) `osn SHEET s t3j 1 ora ON SHEt1 13) ®t (SEEISNEET'U)�' TO OPRCNAL1 ®t ALTERNATE 3/16•ALAN. �t wT1�•LONG SNYLON W/1IrS ALTEPOPRNATE 3/16'ALUM. .�^p_„� POP IiNEIS O 5.O.C. 1 ' UY.TOP)AND 1'Lallo(Typ. 1tF O 5'CL, AT pEA17. 1 BOTTOM),E NDEPT AT ROLLER j HOUSING ow.) idW r--- � (2)NYLONEFrm°xs" R • c � 0.855Y(IYP.) I n ,0 9 I E0.EO 9 4 A g 3/iC'ALUM.POP RIVETS z I �i 3/16'ALUM.POP RNETS I O 10'Ox.BOTH SDFS _ O 10'D.C.BOTH 9DES LEG ETF&AN 3/16'ALUM.POP ORIENTATION 8 RIVETS O 18'D.C. 010 x 3'SS.SLS.W/ 0.373'LONG HYION M.0.163'xZle BUSTLING W/A 0.150' 1 MIN.3/4'PLYWOOD MIN. RED PLYWOOD MIN.SEPARATION 0.270'x0.030' S REQUIRED g 1/2•MM. REQUIRED IMRG TOP SEC7KIN 0.500'I TO GLASS UL7RAFAB c O.D.AND 0.245 i.d.P1✓D WEATHER /t/4'A TN�ONS OR d o 0.223'LONG BOTTOM (�SCHEDULE SIRIPPIN6 EA ) or CREIE_FX 1/4'THRU BOLY WI D. 0320'O.D.AND ON SHEET 13) SIDE(TYP.) ®t ANCHORS 6'O.C. WASHER A NUT O f 0'0.G 0245'LtL '^a b EACH SOE (•IYP.) , V 1/4' R&BOLT Wl WASHER h NUT O 5'D.C. CfBTE-F1EX ANCHORS 6'O.C... I POURED CONCRETE OR , CONCRETE BLOCK WALL R 1 Or /9-0093-76 CURL REQUIRED 6063 76 CONT2 OR ALUM. CONCRETEURED OBLOCK WALL ALUM.(ANGLE OR BENE PLATE ALTERNATE 3/16'ALM ®t ANGLE REOU RED 'POP RIVETS O 5'O.G AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING iR. SECTION 5 INSTALLATION SECTION 6 i������y MA%.A5.0. DF51GN PRESSURE RATING= +66.0, -fi6.0 PSF MAX• DESIGN PRESSURE RATING= +66-0, -66.0 PSF aSt 9 3/16'ALUM.POP RNEIS O 1 MIN CLASS SEPARATION R 10'O.C.BOTH SIDES (SEE SCHEDULE ON SHEET 13) a SI ALTERNATE LEG Y O/ w ✓&ANCHOR ®t y _ ORIEMATIDN CONNECTION G7 ALTERNATE LEG (SEE SHEET 13) k ANCHOR d OPoLMArON 1/4 0 x 3/4'TFT(S SCREW W/ POURED CONCRETE OR 5/B'WASHER OR 1/4'x 3/4' •Z -- - - --CONCRETE BLOCK-WALL— -- - - -001.T5-W/-Nu1S-&-s/B'-w115HER-°—---- - -- - -- - -- --- REQUIRED 4'O.C. 6. i BUILD—OUT FAC MOUNTING INSTALLATION (O0N�R017 04 4 o SECTION 4 _ EO. EO. 1/4'0'x J/3 Ti]CS SCREW . OR 1��4'x 3/4'WL75 w/NULS POURED CONCRETE OR &5/6'WASHER O 6'O.G CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE - N.T.S. ION 4A (BOTTOM) FLORIDA BUILDING CODE (Mgh& Non High Vefacity Hurt'cam Zone) ,,.••"'•.,,. �9r��' ®2a1sTa1EcolNa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "AL�' NnTF FOR COMBINATION OF SECTIONS * F.D. -EDGE DISTANCE `�;' ��GENS'F''.,. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �'-"' FOLDING SHUTTER CO(�. 03/10/15 IIN ANY WAY TO SUR ANY INSTALLATION. 4 - ```��// IL E O INC. DATE •*�'��� ^ •*_ TWT TESTING h ENGINEERING COMPANY WW PAM DEAM R7W HEMSTREEr L33413 JJJ(((��I LI °E5 `EDB ° 'I'xn lwa avtimlxa n ales 15-014 1 SEE LIMITATIONS FOR®ON SHEET 2 .fly,' $T ; T4N 10aG-643-8771 e-m E CM71 tl.com �.idfieydeNae.ean DRAW1110 No 1 w Es•4tao6n6 ,Ox �-- WAITER A!Mt Ur.P.E FLORIDA L!Mt SHEET 6 OF 13 Ntl)11111111{11\. , •Mg.F.D. G. POURED CONCIEIE CONNECTION p REQUIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING �OPTIONAL RAM HOOD (NON-STRULTJRAL) (2)NYLON 10x3•SS S.Y.S.W/1/2.0 .3/�•LONC NYLON BUSHINGS ROLLERS OB55.0 DYPJ (TYP-TOP)PND 1•LONG(TYP I N4 00TNN),IXCFPT AT ROLLER HOUSING(TYPJ /10.3•SS SNS.W/ 0.373•LONG NYLDN 3/16•ALUM. BUSHING W/A 0.15W POP;Olds. I LONG TOP SE7,"f10N 0.500• 0 16.O-C AND D,0.245•Ld.AND CONE.0.163•.0.270•.0.030• O.="MNG 60TR7M ULTRAFAO WEATHER SECTION D320'OO.AND STRIPPING EA SIDE(TmJ o(TYP Ia. q/�,or (•yt �8 SRI SON (SEE SCHEDULE H ON SHEEP 13) � UIN 'ARAnON �`] •• TO GLASS (GEE SO4EDULF ®or 'IX '.S MIN.SEPARATION �a ON SHEET 131 t 1/4.0.1•TSCREW OR 3 - TO GL/55 I 1/46-2S.S.MS WITH �(SEE SCHEDULE WASHER O 4' ir Op710N1L RAN GlIA10 NUT&WASTD.C.0.c- ON SHEET 13) (NON-SI1d1CTURAI) Al-Tj:RUTE 3/.16•A,UN- I OPTIONAL RAN GUMD POF RA'LlS 0 5.O.N;. I (NON-smuCNRAL) AT REAR y 0' E e� H ALTERNATE 3/16•Al1UAl n 9 ALTERNATE LEG m „ PopE/�0 5•'O.C. LOFARON WITH ^y Iq 3/16•ALUM.POP RNEIS ANCHOR - 00111641121m C7 J/18 . 9 0 10.O.C.BOTH SOTS (SEE SHEET 13) •ALUM.POP RNtlS T O 10.O.C.BOTH SIDES EDGE IV EDGE OF Q. POURED CONCRETEoascnoN s�LaPeLL I LM tT!!CABLE REQUIRED 1 jSEES€ET_73)- •j POURED CONCRETE RFAUII>FD. POURED CONCRETE /. __ _ _ _ —_�MIN.E0. ___ __- __ -_ rMIN.-EO• -____ - _ _ _ _ _ _ _ _. _(SS-SHEEP 13) _ --w ED. _ TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM _ --SECTION-.7A _ - SECTION 78 _ INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S- `) AAAA FLORIDA BUILDING CODE(High &Non High Velocity Hurrieene Zone) ECTIONS: NOTE FOR COMBINATION OF S7k .��`��.•'• ✓�'' 02016 m7Eca MM TITAN II FOLDING IMPACT PROTECTIVE SYSTEM E.D. - EDGE DISTANCE ,.�yaP:���ENSF'•.�''% 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) . FOLDING SNUITER CORP. 03/10/,5 IN ANY WAY TO SUIT ANY INSTALLATION. �- - � wtE •:* PLACE TILLIT TESTING&ENGINEERING COMPANY WEST PAIAI BEAtlI.R JJf1J 'f�t,31/c-�cny�ay�'f1�F c em as>m aRoom .:a..aaa vraat LVf614 n.ssm 15-014 t SEE LMRAl10N5 FOR ON SHEET 2 A9/ "" ,SEB-00067te om>DY1 1m1 �:Tem-em-aTT1 00:lateea0atl.mm .ftlaM0N0e�ean DRAWING Ne WALTER A TMUT Jr.P.E. as r ms® evc aA r FLORIDA Ila/44167 MNe a SHEET 7 OF 1J ' RllEluilU111\�,\\ '1,wnD CONOEIE BLOCK O u a�E 5=0'we a Y n�Pm salEwlE (�saa60 aEAM PrP.')`ncc StlEE+AA � X TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) # (e)1/23/+•masaex ------ - ----------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT 2 oalOwxIVBNNLr. 0 0 0 - 0 0 0 MAXIMUM SPAN LENGTH EA. END PER END OF TUBE rn -- ---- TUBE PRODUCT 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 31e TEK SCREW T' TUBE TUBE TUBE e e oc Y.+•�v 31Y ar rs 60' 106.0 13 8 L m'/iu 'ie AUX N=Itiq 2'x4"x 1/8' 96LDM ' •85.0- 17 10 (sem sa+mEAA sEJE) 1 144' 69.0' 13 8 ANC1E .« i 80' 117.0' 17 10 31211/4-.LEMH B+ 2'x4`.1/4' 96' 110.0' 21 12 (ON p'a'w Q3 T ea won T Eo.1(T�.P.) 144" 91.0" 21 12 r S" 11� 80" 109.0• 17 10 SPAN TUBE MOUNTING RISTALLATION TYPICAL BEOON (TUBE AT 10 2'x5"x1/8" 96' 100.0' 21 12 144" B1.0" 17 10 �'1pI TUBE 411r WL 80" .124.0' 21 12 Ea(Tm.) I +r'Etaawoar +!�'Tm. 2"x6"x1/8" 96" 114.0" 21 12 a �* 1 144" 93.0' 21 12 r.+•o.r rQ #VALID ALSO FOR MIOHEIGW TUBE INSTALLATION ONLY WHEN 7HE SUMATION OF THE Y.4-x 31r a SHUTTERS HEIGHT ABOVE&snDW DOES NOT EXCEED TRE MAX.PRODUCT SPAN Tem L ANCLE UWH �T tl m1/� SHOWN ON TABLE 1. DoE 5xno1rt0 Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) MAXIMUM 1/4. 3/4-TOtSCREW 0 0 0 0 TUBEPRODUCT ALLOWABLE TUBE REVD ANGLE NUMBER OF ANCHORS 0 6•oA ------ ------- SIZE SPAN LENGTH EA END PER ENO OF TUBE :+•urn'« SPNE T+n£PER SCHEDU1E - ------- -- ------- md%lle.Lamm ' rno-m mT3 ��E)- 60' 78.0' 13 12 C6) +••3/+• P NN.sPAa+o SPAN TUBE SER SIE/4' 96" 60,0" 17 15 noun•".• AT 9,C,1OEKREareur. Nn1oas frvpJ 144" 48.0' 13 12 910KE) GROm CO (2)ROWS Or 1/+y TAMHS TYPHIAL ELEVATION(TUBE AT BOTTOM) BO" 87.0' 21 18 BLOCK WNL RDUM ANeam(Im.)(SEE MEMO SPAN TUBE MQUNQHG INSTAf••TION S 2'.4'x1/4' 96' 79.0' 21 18 - SECTION Y sPN+Tums 144' 65.0' 21 18 suae ars (B) .ON r0LY. m,�"s rr•r r s-v 35n'.,/.- +' 60' 77.0" 17 15 O.C.AT Y e. lDNtiBIOaWEpaM Qns7-m IW1LL Aw11E PENNC wDn 1/Y TP- RArs 1 eA (sTE saEwLT Q 2"x5'xt/8" 98" 70.0' 21 18 vPLas (,m,)(SEE SCNEmn g t 144' 57.0' 17 15 -- - -- N __ _ _ 80' 88 0" 21 18 _ - --- -®f - --- - - - - -- - -- - - - - -- ---- - -- - - - 2".6'x1/8' 96' 81.0- 21 --- - -18-- --- - -- - Z Z a 144" 66.0" 21 18 o a o INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE 1/+y.3/+•ro1SCREW -------------- OR GROUTED CONCRETE BLOCK WALL mar oo•at: O O ------0 0 0 SCALE:N.T.S.r�06�1-m PER � O O O O O O SPM7wE TEA SCHEDULEMAX.A.S.D.DESIGN PRESSURE RATING 1720 PSF O r /Y.3'a a 50&o -TB `� A/Nat FLORIDA BUILDING CODE (Nigh & Non High Velocity Hurricane Zane) AM AMME Of° (sE scan xll `�y�? ' \(,ENS. •.9��i ®ZO's mtEm Bic TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0&O-ALLB PDea i L E C O.pt:. FOLDING sSHMER CORP. as/10/15 POURED CONORM TWT IESTINC R FNGINEERINO COMPANY �� BLOCK WNL Pnx+nED 31+-a 3'W r.r.sle TILU r.3m.31-S.n!,Ve1oMA G+l1a4 IL illee WET PML BIFli01 FL M413 15-014 tE2an1 eo6T-m wo+.NIQE TYPIC-�1 ELNATION (TUBE AT YIOHEIONlC1 %" � •4 E.....(3vspn-1sw.r4.pm16N-+65E Pit tBOG-6N-e.TA1 (e),/+•.3/.•row soar 2xrn+a� •4r AT 2'O.C.LCROMM N4IX kms- '`p • ORI�P '^. ` Fa noaf0OBn9L`°m ...finetnapnw6+..�W aumxa N. SPAN TTTBE YOUItTiNG R15TALLATION t� WALTER A TRN J.P.E *Ewa T SEE UUOAIONS FOR®oN SHEET 2 • FTDRO.T U.d 44107 °N."• AaEr a a u *o'--+. � )1 • I/P x,3/4• NN.ES. EXSrM CLASS 1�TAPOONS/CRETE-FiDf (SFE SEEP ANCHOM O,II o.a. ,>) - EXISTING S,RIICNIRE UK E L g 3.7*.) tus7lxc SHEET f Comm Y STRUCMF SIRUWUREIiab 3/16'POP RVE7S OR 3/9=eFOR 1/i'P. 1 y4 1 I /IC POP\ or I 'r or or -� Oft 1/f'x ,e a4,V 1 or t a o.c WALL FACE so-Hr 90. TOM o 2 END CONDITION so.v Z / so.v J/Iff POP RIVED OR \ 18 4 SH�WN IS OC./4-mse on Ex,Ervoi OR 5 r l>�NOTE 1) (x) O 30'O.0 O �I F�TERIOR (z)®e 30-O.C.o WMPA���(((J3J� Ta sa __a O JO a, SPAN Y09i !O 7AUIP- \ HORIZONTAL SECTION 20 aro'.: � �e SCRTo O,I.,I a (mmm Krum 18 \ NaRILaNfAL BDanaN .. SCRLV MAY NTEROR OR E�{�iom RE-VFRS ETaF7e0R) R(IERDn aR E(IEr6OR) opt DTUM) 4 OR 5 2u ,/e'aoM. 4 OR 5 aR v�xy 0k wY vwrr AT iwsr sAr�T�RHwPEo usT�uATlons Hsoa�m wcr,OuaE I iEX3 O 16'O.c I ' TM(AN/CRE1E-FiF7f SHO /0ME_F SHO \ 3 t SEE LUrMEW FOR®dH SHEET 2 WN ANQHa6 0,e'oc ro ANalas a 16.O.C.To En57mc STRICTURE EIOSRNG s1Rurn1,>E _ \ J/ DIMNO sTlsucruRE 2'.21,/6'CONT. BUILD—OUT 6063-Te ALLOYMC E END CONDITION 3/16'POP.31C OR 1/4•x 3/4'Too OR ExTmru sTR,urIIReE „�(JD LOCK ANGLE 1/a x 3/4 NOE1s w/ NUTS O 12'O-C. END LOCK ANGLE HJIRONTN.SECTION HORaCNTAL SECTION NOTE-1 2'x 2•R 1/e'608.3-75 1//a x 3/4'7E7f CONT.AILYNUN SENO ANGLE ¢PEWS ATTAaHED RI ONE ONE LOCKING TUBE, PART SHALL 13E INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CERnRPECE o 6•O.C. INTERIOR CENTERPIECP OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2) 0 30•o-c o SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN a(3)�a so' 0.357'x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oT o C P FnR UP ro I4C TAN(nuNe INTO R WITH A 0.120' CA. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW 607 BE INsolim A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM NMR OR 0SIRO+) ----OF-THE-TIP A-SQUARE,-0.475'xO.475'xO.085'-THICK-COLLAR-MUST-SE-INSTALLED._AT THE TOP OF THE 4 SHOWN ALUMINUM LOCKING TUBE.,A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE - — - - - --N - SHOWN (1)PIECE, 1.375' LONG, A 0.366'x0.366"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' .�' arms n") DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ) -SOUD THERMOPLASTIC TIP-INSTALLED AT-Ip8 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE E OUTER_ )8 HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (Ltw+s �R 4 OR0 ON go SHOWN AI TFRNATF LOCKING SLAT CORNER LOCKING DETAIPk.TIQL • FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zone) mm END INSTALLATION DETAILS INTO CONCRETE, _ = TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °A.M/N No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) _ '* 1L Eco,No. FOLDING SNUIIER CORP. DATE RWI'TL"iW0 4 ENGINEERING COMPANY 7�6 HUSTREETT VIAS 5IL rr TESTING s,.EES,vNEu uVlEae.M1 ANY WEST PALM WACK FL 33413 15-014 '. � \��` IO'"`�' a•'me 05005 -'an ::' DRAwNo Nx HALTER A IIUJO Jr.PX_ p•r �� �11y 1E 9 Oi f3 FLORIC�U./44167 Ey,mm SNE[T . 2AWABLNAI 1AN�t2E i etRO-C17f A 10 PER 6FCWN{,SNfkT e , A A (2)alis-PDP RUMr=r=t16' EAGi Lcc of 2'xr MLMBAM ANpE mar M=LFII WY FAM AMY FEW OPbM p (AS a1oNN)OR TOWNM $F DffNtNR NO A CCHM :? F@OUOEDMW SMMMAE R�` 19 1 PM SMWN 1,STEET 6 (2)3/IA'POP RiTE1S. EARN LEG 4 2Sd- MAUTIMUE MIL a1D EXTERIOR ELEVATION AxctE eonl AxuttS r .� --� ILL D BOTHSIDES PSN SEW ASA \ OF PRODUCT U)r 1/+'f=a/4- '(I�� MON 51O, ANGLE 1znm 'R lAiiaE m X 12'x f t x 1 a-2- (wa 5acnaM s,sr�r e) MW TUBE BaROM OR TO MIL(2 1eaOUM) x�il+•f T�wca! -MIEN ANIOsm Mw ANtNE TO SLAG 1(4'f x t 3!4' l-, �PILY2 LAOR L OM Y BE FEAT ARd10T •m 'EO 18'O.G' l- `4• .rA .. a/l B'POP PIVETa'OR EN6i1NG 51RlR�lBEE /s'x a/v TTxs s o,r VA3 3 1n•FIIM. _CORNER ROST • - �:� �' �� ISOMETRIC 6�or COMCME F ___(IYP,-AT-TOP AND-8OrMW.9AB5)-__ ry DM PPIEl7`P9�BE FLAT 4 — GORNER POST CONDITIONV p' ai_.T £ND MMWOMIAL SD=)4 _ fLORiDA BUILDING CODE(High&Non H(gh Velocity Hurricane Zane) END INSTALLATION DETAILS INTO CONCRETE, ��� ' UcENSF 02015TLMM WAN B FOLDING IUPACr PROTECTIVE SYSTEM L67 �� CONCRETE BLOCK & WOOD (AS APPLICABLE - " 1 _ TIt,1E p FOLM G sHUM tom. /mul nUR=11NO O EMGINOMPIG Gowmr 7M MEWSTIM PLACEamxTA Sear.a Sfa w>.Ylwat Moll M.M. M'FST PALM i>Fi1!}!.FL U413 t>�I-taT1 qt to V*At-v7( CRAWO W ®-g0DR�ia`� """+dtligeFulleacam DwU1MG Mn NAM A.TRIM Jn P.L eex� aenot far ur.f. »v as �L , FLORM Lt--.1 J 167 aqr. f sFLFxr st OF 13 ' NALL FlNI91 fey L�. OPTIONAL mR��AAI�nHoot) 1f. (NON„a•RUCTUR") WALL FINISH ? X10.3•SS.s11 W/1/2•I 1/4• H 0.060'TFIT.X s.S LONG NYLON BUSHM0.S RyP.TOP) CONNEMM C2 ti $ ROLLER HOUSING AND 1•,ONc(fyp.BDITou).EXCEPT AT ROLLER HOUSING(IYP.) 0.060.THICK SS RORER HOUSING �Z �T:�w-?•r:.�='oT <2)NYLON �— — —�� �y OPTIONAL RAIN HOOD 3 :: ROI.IE7ts (NON-STRUCTURAL) •iYj•'i 0.865.0(IYP.) . 0 6 27x4•CONT.WOOD ' _ 3/16•ALUM.POP HEAD /10:3'ss s Ms w/ RNEI a 1e•D.C. I •_ ? USm TONG NYLON `WNf b BDSNMC W/A 0.150• 0.6 1 •.0.270• 00lMEC00N-C1_-.. TONG TOP SECTION 0.500• - '4 -- O.D.AND 025 4Id.AND LLTRAFAB �• D2zs LONG BUT= WEATHER or SECTION 0.320'O.D.AND STRIPPING U iu 0.245•Ld. SIDE(m) ® t ird ��•' �i, 3/16•ALUM.POP Td O.C. ' LOTL STPARARON 2SEPARATION 14•CONT 11000 ' kyr :n z-•--- TO cuss 1 or fiEAOFA REO'D. To(SEE SCHEDULE 1 or 7 OWN SHEET 13) ®t ON SHEET 13) ®t W 214'CONT.WOOD ' PLATE REO'D. WALL FACE MOUNTING INSTALLATION 's SECTION 2W (TOP) w ISH r - TI:" -I T 9111- - - - i - sE"'fI0N_91*f INSTALLATIONS DETAILS INTO WOOD TILS j"�.,,� FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) T SEE LIMITATIONS FOR®ON SHEET 2 Q. ��CENS�c'••: ®2o1s Ta3Ern NC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM n9" NOTE FOR COMBINA710N OF SECTIONS: r 03/10/15 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO _ - IL E C O nMa. FOLDING SHUTTER CORP. Wrz BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1— MOUNTING SECTIONS CAN BE COMBINED s = 7089 TfllsTa•ET'RACE IN ANY WAY TO SUR ANY INSTALLATION. a 71L11T TESTING d ENdNECRINO COMPANY WEST PAM W01,FL 33413 a•, /�`- ®.Na 5s s s.5m leura Dimes n ala. 15-014 • f+z..(1I1)Ie1-1•.L.T.a I1nINn-ess1 foe 1600-6W-4T71 �O'. FL RIDP "As � ®E�6719 eem ...raa .mee TnuW xe xI WALTER A TTLL1T Jr.PE 'ry FLORIDA Ll t 44167 151EET 10 Of/3 �Ai �� 1 4` 1/4Y x 3/4•TEP SCREW OR 1/4'x 3/4' BOLTS W/NUTS 6 WASHER O e'O.C. <' 4'x L,(Mina OOSTMG WOOD BEAM of FJOSTINGWOOD B AM TO B3E CERTIFIED B1'REGISTERED (� ENGINEER 01, ARCHITECT PRIOR '• WALL FINISH060'THOUSNO I Y SEE UNRANONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. ROLLER2'X4'CONT. fr< D HEIM �1 OPTIONAL RAIN HOC D NOTE FOR COMBINATION OF SECTIONS: REO'0. `"i: E0. E0. (NON-STRUCRR7AU #Iw"as.S3iS.W/1/2.4.3/4• 1- MOUNTING SECTIONS CAN BE COMBINED CDHFLI16N C5 LONG NYLON BUSHINGS(iri TOP) IN ANY WAY TO SUR ANY INSTALLATION. AND f•LONG(TPP.BOTTOM),EXCEPT . o ��i A7 ROILEIi HOU9NC(TPP.) NOTES; OPTIONAL RAM HOOD ON-STRUCTURAL) a'SY 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -s - (2)NYLON BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL fID -o(TYTYP•) a t 8 r--7 J1�'1 I 3/16'ALUM. L-J ril L I I ,tee'- 8 POP RIVET", '10.3'S.S.S.M.S.Wl 0.373'LONG.NYLON BUSHING W/A 0.150 LONG TOP SECTION 3/18'ALUM. ALTERNATE LEC O 18.O.0. 0.500'O.D.AND 0.245'IA.AND 0.223'LONG POP RWETS, LOCATION COM. BOTTOM STICTION 0.320.0.0.AND 0.245'Ld. O 18.O.C. (SEE NOTE•) 0.16T.0.2700 '..030• (TYPa MM.SEPARATION U-TRAFAB WEATHERTO GLASSSTRIPPING EA.SIDE (SEE SCHEDULE or®T ON SHEET 13) MR / or®t ry L� tON.SHG ONTO I &'e YIN.SEPARATION NNJ .+ (SEE SCHEDULETO • {e�(�SGLASS E "' I ON SHEET 13) 1 or a ON SHEET 13) 7 •Or ® t V ALTERNATE 3/Te•ALUM a•1�n� OPiIONAl RPIN GIUEA POP RIVETS30 5.O.C. r_-rr=fir__' ---- r�E NOTE• (NON-STRUiRN.) ALTERNATE LEG AT REAR. i it 1L JJ-�f ,({ ( ) LOCATION I SEE NOTE• _ _ _ ALTERNATE 3/18'ALUM it LLiJJ li I I TI it POP RNETS O 5'O.C. i i t _I1 11I I I AT REAR WOOD �q --— t a 3/16,io oaµL�Poi1i Sm Z N r I ? 3/16- 16'ALUM.POP RIVETS n O 10,O.0.BOTH SIDES v W TIO. E0. I w EO 0. 2ax6 M�M.A� . d c _ g 2'N'CONT. I 1/4•o x 3/4•TE1C5 SCREW '(NO FINISH ALLOWED) -- _ - -- -_— 1/4'0 x 3/4'7FJL5 SCREW _---WOOD-PLATE; —___-,_— T ,,or. OR-1/4•-x-3/4•-BOI.TS-W/-NUTS-_ W/5/8•WISHER OR REOHER•U• k 5/e'MASO 6'O.C. J/4•BOLTS W/NUTS h 1 d CONNECTION!C9 l I 5/0•WASHER O 4.O.C. V 1 I I 2 MM.ED. 2 MM0. .E C3 WAIL FINISH WNL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION__ TRAPPED MOUNTING INSTALLATION SECTION AAW (BOTTOM) SECTION 7W SECTION 4W r��1"TLER to ul AAAAAAQ� FLORIDA BUILDING CODE (High @Nan High Velocity Hurricane Zone) NATE 4'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ( 22015 �`y�:.•• S••. 2015 nuEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM RK e INSTALLATIONS DETAILS INTO WOOD IL ECO�N�. FOSRUMR CORP. °'a,E'6 LDING SCALE N.T.S. 3>1 T1LYT TESTING Q ENGINEERING COMPANY ABB HEIdSTREIEF PLACE ••. /a 1 ''Q` e KW.aw 0.a.]m.Va+xt rW.M n anm WaT PALM eEAaH,R.3Mt3 15-014 tfaSHn-L?]I PR:1800-643-837t a1F.Gltem000l.mm waftlBrq.6uttr>.ean ORAWIHG Mo .0�51�.(•_r•F�OR�IDQ' 'H-C/`4'`.� EB-OOM19 ,'''/AAAA sj" .fi `-gpxTE ALLTER A Lia n 4J416� ax r mrsml -" vK. r mono eo SHEET fT OF 13 ip111O a IYIN.SEPARATION I TO GLASSSCICDUX ^ YIN.SEPARATION O®f BI (SEE ON SHEET ) To cuss (SEE Or ON SHEET 13) OPTIONAIL RAIN GUARD n I (NON-STRUCTURAL) IALTERNATE 3/16"ALUM. a SCREW OR11/4/-2D11• POP RNERS O 5.O.C. S.S.NS mm NUT& AT REAR. '� "J. WASNER O 4'O.C. n O 10 O G Dm SDES EDGE OF SAB 0•APF'L1C113lE _ EWE OF SLAB AUMTE LEO&I '� ` CONNECTION C7 F APPLICABLE ANCHOR LOCATION � (SEE NOTE C4 - \\\\lll 2'x6'YIN.M000 DECK REQUIRED (NO FINISH ALLOWED) CONlE1.7EN1 m EDGE OF UK.LD— SLAB IF EDGE OF 2'LOO ED. APPLICABLE SAB IF 'PurABLE t SEE LIMITATIONs FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING,INSTALLATION SECTION 7BW (BOTTOM) 1 MIN.E0. 1"MIN.ED. NOTE FOR COMBINA710N OF�E�TONS• 2'x6•MN.WOAD 1- MOUNDNG SECTIONS CAN BE COMBINED DECK REQUIRED (NO FlNISTR ALLOWED) NY IN AWAY TO SUR ANY INSTALLATION. MM.SEPARATION FLOOR MOUNTING INSTALLATION 2•x+'�M•WO � TO Goss NOTES-• PLATE Rmb. (ON SHEET 13) SECTION 7AW (BOTTOM) T- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO ,. BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ,'�•'{; WALL Flp� 1 (3)5/16'0 IAO 2' 2- SEE SECTIONS BW& 14W FOR MAX.A-S.D. DESIGN SCREWS W/2 1/2'YPL EARL ED. W 1'x 4'z 1/6' oleo. o PENS HATI%AT 62'UTN PRESSURE RATING SPANS � (27 OF RAFTFR/TRUSS65 a I ;� AwuIN.TUBE o 1/4"x4'(6063-76)FLAT TRUSSES 0 RAFTER 2x4"tAN.W000 PLATE W/1/4'0 xt'RIX ENDS O IB'D.C. I R SCREWS O 0 O.C.IN AT 24'O.0 MAX 1 1%8'WEEN TRUSSESOT PLATE w/1/4"0 x1"TER _ _ _— __-_—_ ___-- __-(2)-1/4'0-rAPCON-OR-1/4.0 CRETE-FLEX---- SCREWS O�"-DLC:N" -- - —- MNCNORS oR/14 NDS WOOD SCIEWS OR 1/4Y a BETWEEN TRUSSES EDGE(IF APPUCAME) NOS LAG SCREWS AT MIDWIDTH OF EA STUD W/ o 2 1/2'MIn.THREADED PENETRATION INTO WOOD swo TEN(2) � 1/4'MAX PLYMOO DOSTING SOFFIT SCRE0R 1/L•-20 z 3/4' BONNETS „s--(10x3"SS.S.MS.W/1/2Y_xJ/4'LONG _ _ -_. - - -S 41ER BOLTS-6I0 O - _ - OSSSY OYP.Z N1lON BUS F6NG;(TY0.10P)AND 1'LONG - 1/4"0 x 3/4'REX r10 x 3'SS.sJNS.W/ jam )•IXCEPT Ai ROLLER NOOSING ''.CREW O 6•ox- D.37J'LONG 1MDN MOUNT TO WOOD STUDS MOUNTING INSTALLATION. D"g""G W/A 6•150' I W. I INSTALLATIONS DETAILS SECTION IAW (BOTTOM) LONG TOP SECRON 0.500' 0.163'x0370' o.D.AND oa4s•La AND 0.030' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.273•LONG BOTTOM MIN.SEPARATION ,>%OAB INTO WOOD ,1EHNNNNFEF SECTION 0.320'O.D.AND ro CASE WFAhiElt 1 vy \\1q\T -� N4AFr FLORIDA BUILDING CODE(High do Non ITigh Velocity Hurricane Zone) 0345•Id. (SEE SCNIDIRE STRIPPING FA or®f 'or SCALE : N.T.S. \ (TYP.) ON SNrEET 13) I SDE DYPJ I ""••• ®2015 TaTECO ING. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D"N Be FOLDING SUR °'/DATEtS HEADER TO TRUSS MOUNTING INSTALLATION LLITTESTINGlx ENGINEERING COMPANY 70M HEMSTREET PLACE SECTION 8W (STOP) ;! /�[„ - N. n era JOA�1aPuxL a,ee WEST PAIL 1F10L 4 37H3 15-014• o FATE OF DOJ7n L at.o•1 m7JN-,�1, I IE le mm r-em �<4` a-mmED-00671 MLo , •••lal lleo.mn DTiAWIxG Ne WALTER A TOUT Jr.PX eosao mx v. mws za MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF �/dy 4T-t�u��0 RWIVA U.0 44187 ®,we anon x� SHEET 12 of is �4flH11pp1L