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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 TLORIOXCICPARTMENT Or i o. ' -g Florida Depai%ent� BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search Busines Professi I ` Product Approval USER:Public User '3^para r-��r �,J -., -„N Regulation E��v E,_.._� . �.� .__r....- Product Approval Menu>Product or Aoolication Search>Application List>Application Detail (� FL# FL17080-R1 iUl j P7 a lit Application Type Revision Code Version 2014 PER"AI TTING Application Status Approved St. Lucie County, FL Comments Archived ❑ e�• x '' ' � Product ManufacturerFolding Shutter Corporatil r`- k 1 e G Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 3341A (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance.Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RS COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1Z... 7/1/2015 Florida Building Code Online Page 2.of 2 Product Approval Method Method 1 Option'D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.odf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load. See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.1)df Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: secunt Aurxlcs htti)s:Hfloridabuildina.ora/Ur/Ur ann dtl.asnx.naram wGEVXOwtDav2aBODHDOOe6r1Z... 7/1/2015 F l` . ,SKwE ASL N-LIES• 1.TITAN If FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR. (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WON THE 2D14 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'0 TAPCON W/A13VMCED THREADFORM TECHNOLOGY.OR 1/4'0 CRETE-FLEX.AS LANUFACTURED BY ITW/BU4.DEX, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(ROM AND OUT OF THEM(NHm4. INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. .DESIGN WIND LOADS SHALL EIE DETERMINED AS PER SECTIONS IBM(INR)& 1809(NHYHO OF THE ABOVE MEN11ONED CODE• FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTIONALrry FACTOR NOTES, Kd-0.85, USING ASCE 7-10 AND SHN1 NOT EXCEED THE MNXNW A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORGM TO VELFY THE ABOVE WIAITION,ULTIMATE DmW W!ID Laos DEIE760EED PER ASCE 7-10.SHALL BE FIRST• C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-m.EX OR#14 NDS WOOD SCREWS OR RIDUCED 10 A.S.D.DESIGN WSW LOADS BY NULTMYMp THE]I BY 0.6 IN OROM TO CdffARE THEM W/WX(#-%D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SWILL BE 1 1/2'FOR C7 THRU C4 AND CS THRU C8 DESIGN PRESSURE RATINOS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.ED.,AS TESM,WERE NOT OVIERSTIRMSED,A 33 X INCREASE N MINIMUM EDGE DISTANCE ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CD- 1.60 WAS USED FOR VERIFICATION �) LAG SCREWS INTO WOOD SHALL BE AS SHOOWN ON N OR 1/4' SHEETS 10 THRU12.12R a14 NOS WOOD SCREWS OR 1/4'0 NDS OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH 0.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PATERS BE FOUND ON THE EXISTING SECTIONS ISM&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING FLED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO,REACH THE MAN ISUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L.) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NCM C1 ABOVE. TAS-202 AND TAS-20.3,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE (0) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY=33 X61(MIN.)MATERIAL. FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE® 10 x 3', 410-HT MINIMUM SERIES W/173.6 kW HELD -1/4'0 ITW BUILOEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE SIRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIFS FLUOROPOLYMER COATING,AS NOTE& MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM HELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TIX SCREW 1'. FOR 6083-76 ALLOY AT SLATS SHALL BE FY-25-9 W- 4.ALL SCREWS TO BE STAINLESS STEM 304 OR 316 SERIES W/50 kni YIELD STRENGTH AND 90 lett TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL IT1W/BUILDDX TEL(SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE W52 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. BOTS TO BE ASTM A-307 GALVANIZED STEEL,OR AM 304 OR 318 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS EACH UNIT MUST BEAR PERMANENT LABEL M A VISIBLE PLACE WITH WARNING NOTE DURING PER160S OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTLRPTECES AND ENGAGE OR LOCK ALL LOCKS. (A) Tb EXISTING POURED CONCRETE: 10,PRODUCT MANUFACTURERS lAl1EL SHALL BE LOCATED ON.A READILY VISILE LOCATION AT PRODUCT IN ACCORDANCE 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY-AS MANUFACTURED BY I.T.W. BUILDER,INC.TO MIN.1'c=3192 pat. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABS.SHALL BE PLACED FOR EVERY OPENING. -1/4'0 x 3/4'SOLD SET,AS DISTRIBUTED BY ALL.POINT SOLID SET ANCHORS TO MIN, fe=3000 W. LABELING TO COMPLY WITH SECTION 1710.6.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CREE-FLEX AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN,fc=3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS,DRAWING PLUS ANY l� BUILDING AND ZONING REGUI/LTIMS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. A1)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.E.D.) PREPARED BY THIS ENGINEER IS GENETIC AND DOES NOT PRIMOE MINIMUM EDGE DISTANCE(E.D.)SMALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE TIE.SITE CONDITIONS DEVIATE FROM THE P.ED. A.2) 3/4'SOLD SET ANCHORS SWILL BE ENTIRELY EMBEDDED (7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING TJFE SAFETY OF THIS IBEDMENT INTO 5NCC0 SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SMALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED KE/SHE DOES NOT DEVIATE FROM THE NO Q LONG k1MMEN SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENTTR .CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBRDIY. INIMUMA.3) IN CASE THAT PRFCASr STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING '(C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS MICATEO ON NOTES A.1 &A2 ABOVE. BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PR0.IECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) Tb D05ITNG CONCRETE BLOCK WNL:ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE PFD.ENGINEER.STUN.SUBMIT TO THIS LATTER THE SNE SPECIFIC DRAWINGS FOR RENEW. -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX. INC.. (E) THIS P.ED.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT -1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. PREPARED IT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NQS THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK EMIT IS 1 1/4'. PERM IN THE STATE OF FLORIDA MINIMUM EDGE BE AS PER SHEET 13. 62)3/4'SOLID SET ANCHORS ORS SMA LLSHALL ENTIRELT EMEIMDED(7/8-) INTO THE CONCRETE BLOCK UNIT.NO .�``�"(ER,At , FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMB'TED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG r/4 `r 02015"JEW I1G BRAWN B.' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCa V\CENs�,•..9 � TITAN II FOLDING IMPACT PfROTECTIVE SYSTEM A,a/uL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL FOLDING '�p w/f0/ts ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE *. - YII[.Il CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 &B.2 ABOVE. K - LD 061RO:T PLACE TWT TESTING Q CNGINEERINO COLPANY TOM W T PAI)EACK 0.33413 15-014 .` eJm N C�sly lawn.rm',tXa•swl+-1S1Is�tee PLE laeo-61J�nt 0� ,, RIDp ••'`�+� e�e1,Utewoud."m DRAIRRO X. //�f��/,AA,,,• ` h� WALTER LTTERA lh JT J,P.E. m®iam Mv�• a� SIEIT 1 OT 13 1000" l AXV 2A11, 290',• �V FAse• gam• a .9ez' ' a °� .e7r ary � � uso• ©S a,sae• we' r�' W—W ® 57A7 WpW_0W OL AT EAW 1� Q EXTERIOR CENTERPIECE 91 BE USED INSTAL LA77ONS, 606J-76 ALLOY 606J—T5 ALLOY —TS ALL AG1Y INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS ® G1 �+G+ 6063—T6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRAD£ MEASURED AT BOROM OF OPENING 6 ALLOY SEE COMPONEN75 20,21' &22 ON SHEET J.) 2wa .x9ea• �1. s.ns z/ez• 1vs ' 1.961' 2719' 0.012' 2H9Y �Q Q �.!a]' �n 198Y .aJ1 77,� .120' ,6pp• a � .oea'— _ � Its• •� _.126- _ �., b .100 � a � ,�. � .�. n N .093' .950 y, LOGY .aw• _ — b g .am* '! .Oa• L>+ l �• .ar 2.m. zsxs- .7rs ze2r 2ne• © WAy � '2— MAX—B 0_ ® CE G ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063—T5 ALLOY iL EAD TRACK 606J—T6 ALLOY 606J—T6 ALLOY (SIZ 6063—T6 ALLAY ewe t2 .9m• COMPONENT a b ti t2 u2e• ® 2• 5"MAX. 0.125" 0.125" .gas' .ceo• .ger 1® 2• a"MAX. 0.25' 0.25" aw' E i© I' 2" 0.062' 0.062' Me ® RAW HOOD ,, LE BOTTOM TRACK ADAPTER ©: BOTTOM RAIN GUARD UNINU GLES 6063—T5 ALLOY 6063-76 ALLOY 6063—TG ALLOY —T6 ALLOY . Awl �m. d COMPONENTS FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) �•� r��\Q��•'• ENS •'J� ®2015IXTECO W_ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °"A""W. s,9v LO./U.L 3/8"�-16 ACETAL 1� EC �Mc. 0.7)ATE1a © @(LOCKING TUBES 2mo TIWT srsnNo c ENGINEERING COMPANY fOLD700 WARM R CORP. a.� THUMBSCREf�S AT CENTERPIECE ® CORNER POST =* �� �€ F ;`L SL 5.995 Mi6\CN�6/L 9i® 1 I a"�Aat ,� 15—o1a FOR & 5n -'°° N^,� P!t,n phyd. n 606J-T6 ALLOY %'A•• p, kr�: "-'"e®00067191'OpI" wekiAnOeh,aeneme, DRAYANO No 606J—T6 112 LONG ��i�� • \ wFFLORMALUR&U. %44167E + R "HIT T 0113 jAm \\ ' t�tNltIt111111.HA { roeTATTav { (J)ROBS of { moe i SPACED { �m O�p ; �'� ; --- -- i z-OLP E46W MaE TABLE f: SOURCES FOR &Q { OQO DRECI)ONS. OF WINDOW(SEE TABLE i) . Oprou SLAT'S i 0— i � ` ; aO ( rrP;Git PROJl<iPJ,ES 5TARifWD SW ftvO4'ABk£ RNUGYLE TERIAL/SCIENCE 79A= i QOQ { { _ ! (ftp) ! Q00 (Trip) ' N QQQ QQ i ; 20 Pte.. tL&AitkhtiL45Y JIMLfXW tQT RfSLY I pOOp usvDdw umi �uwrY Agra D7st 0043 m/o a043 mtn { { Mr roPlov ' TFliS(E YIELD STRENGTH ASM DGM 9,460 Pa.i. 9,500 P.e1 4s aAr - � FIFXIIRAL STRENGTH AT YElU ASM 0790 12,500 P•A.1. 13,400 p.x.l. 2 FUDWRN.MODULUS ASOI 0790 340.000 P.t morn P.nt. ' p ' MW uP SNAP-!N END j�y- Gy !{! rL7P/B0T7OM NOTCH®rZOD ASTV 0256 16 FT-b/tn 17 F'htb/In. (SEE TAaLE 2) SMOKE DENSITY ASSN 02843 47.2% 64.5 S IAV H ! C. { RASE OF SURNU40 ASM 0835 C-I CLAS C-1 CLAS. 1A �iHFTNITI ASM DIM 1040'F 980 F StAr IWAVOw 4�n { ' 51417 WINDOW 0.060'7NlCJE ASTM GISS P(2LYG1R8C7lJATE NE}WAK' T£N9L£StRENGTN AFTER WEA.THUM AMW 838 9302 PAJ. 8840 P.nL WINDOW(SEE 7A8LE f) TOOLE STRESS EETORE WEAnTANO ASTM 638 8481 P•MT, 8890 P.6J. I 1.000 { M".(2)WAIDONS MAY 8E IN ONE Stir SPACED A AMAIL t OF 24'APART, WITH f2'AM.PROD ENDS OF SLAT, R 80177044 _ FOR ur ntusr INSTALLED ALAWCENr T46LE 2. SOURCES { oAoxr�Ot. 70 sEB".PS 4 OR(f NOR AT COMERS OF PRODUCT: SrAAVAM „met Caww i QQQ i ___ _ T»' t PRoeERtDS REMOICE BIA9A'NYLON PARE O QO O i �� �S'��- �- -� d /lost Qp Q ELEYATSE4Y 0 514175 iO Q , PhNsrA- StArS � SPECIFIC GRAVITY AM 0792 0.042 ro/x:' I QQQ s RN i i 14EWPNG HES#,fAMTAL: n (/YP) ' OQ i (Ti"7'I , ! r i .; WINDOW TRSRE YtLTD STRENGTH ASIA Dam 11.500 P.J. { QQQ )ROM D. i i i , n aaAa' FLEIIURAL STR04GTH AT YEW ASM b790 15,000 P.J. 0 HOLES ! i i '' a � FLEXURAL VODUCtiS ASTIL D79D 456,000 P.L. ' Q { SPACED L _j 02 IZOD A = 12'IwturAroWClt i . .atA aalD• NOTCHM SM 56 a8 FE-Ib/h YdAPART PnaPFRnFs { siomR:tToonl'w i M DOTH { IPm6reaTra4 ! 9109 { VAEURCAM 3 tngi9 t COEFFICIENT OF THF7w EXPAN3oN ASTM D696 SS x ID in/in-F ! { 21 Z—CLIP SNAP—IN EMJCLLP ='T PERATDRE amA o 416 5 u?F USED AS AN OF79W RIR ALL dAtM rAM5 (9 STAT EMOK AWAM UNDER LARGE AMILE MAY INCLUDE PV*`CR4)fOAG PER THIS DETAIL TYPICAL fA SLAT WINDOW DETAILS -A 24� (�.EVERY to ONE'SLAY SPACED W D VIEWING WINDOW & 1 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPAC ) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) X11 /Ji FLORIDA BUILDING CODE (High&Nan High Velocity Hurricane Zone) 020157N.T£w/IgNe TITAN II FOLDING LII.�IMPACT TPPRROEE SYSTEM _• Q'. E�AS';t' • :. �1 4/ C� FOLDING $NUTTER CORP.GOR03/10/16 • i a, / DAZE Tum TcznK0 a ETMMEERMG COMPANY 7009 HE19511M PLACE J = wn x.v.ase.a,sl.am,swwx oxavlL n 341. x=PADA BEY21.FL 33413 15-014 Lessen-rssCmaleFf-,slr Re IDW-643-6371 ,d',• ATF,QF s�t�2 —k trt+esaeta9.s1— o°r-id6RdsAte— DRAW"Ke WALTER A T�LJT Jr.RE «e..r axrrss wx «n.r mneew em ��♦� 1T.O D Lk,/44167 mt nm Q+Wn A SUM J 6F 13 bsiu«« O A Auu+aAitttt}t�, D 8 + 01 n It Or@ W/ @ OR @ 4 5 (2)Pd ' 7, z USE (2) 0 D.C. FOR ♦ NOTES ON @& LOCKING TUBES @AT(F)& I. UP TO qq' 1.TWO(2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIOSPAH SPACED tali 30"D.C. FOR SPANS UP TO 99"' a USE COMPONENT FOR LARGER USE S(3) AT 3D"D.C. ?A.ITANS SPACED AT 30' D.C.AT HE AH pogr MAY BE FOR PAN LARGER ALLIED INTERIOR OR EXTERIOR SCREWED TO TAPPED 14TERPIECES ui P TO 141V THAN 99"U r.R(E). LOCATION Of SHALL BE AS SHOWN ON TYPICAL ELEVATION. vwr OfL u — 2-(2) LOCKING USED TOP &190TTOW AT DUCTS C P.E . SHA$A ALYLS LAuLAT,,,S.L....TUBES PRODUCTS �4�OR ALTWA 44 OR (2: @ SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. Ii Mt SEE LIMITATIONS LLFOR®ON SHELT —IS",END CONNECTION OErAJLS ON sHEEr 9 Typ. FULL HE3Gw. CONCONCRETECONCRErE BLOCK ORFS 6 0 (2)+ C16 + WOOD INSTALLATIONS. + + + 11 UNLIMITED WIDTH TYPICAL ELEVATION 46 46 NOTE; SEE SECTIONS I THRU 3 ON SHEET S. SEE SECTIONS 4 THRO 6 09 SHEET S. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SEE SECTIONS IW & 2W ON SHEET 10. SEE SECTIONS 4W, W& 7W OSHEET 11. SEE SECTIONS 7AW,47A8W. SW 1 N 4W ON SHEET 12. FLORIDA BUtLDING CODE(High Nen High Velocity Hurricane Zone) clots rLTEOO m TITAN It FOLDING'IMPACT PROTECTIVE SYSTEM Omm Ur- 4A 7 FOLDING,SHUTTER CORP. O3DATE TRJJT TWnNQ ft ENCINEMNG COMPANY 7039 HOISTRErr PUCE WW PALM W-"FL 33413 15-014 Pft t800-643--M —jddMfv-ft-- omwm Na 0016719 WAX 1,Uff ,.P.r o.. mewns ma FLCR[ak ,�f 44167 A.— RiE F RREET 116S3tFt7 4 Cf 13 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. OONNECro0N 0.060'7NK:K S.S. OPMNAL RAM ROOD OPTIONAL RAIN HOOD REQUIRED. CONCRETE CM0'SSTING NON CORA HEAD) WAIL (SFE SHEET 13) RQl1DT HWP.2NO (NON-S}RUCIURAL) (NON-5JFRICR7tUL.) �_ •) ti I-Doolo 2.500"MM. d MM. to. W OPTIONAL + / /0.8551(TTP.) s I . fig ((51 SKEET cx / Ire % 0RNN HOOD 4ON-SiRUL1uRN.) o t a10=3'S.S.SATS.W/ d � 13 aO H7$310 T�NYU00N J/10•ALUM. W Tis'ALUN.POP RNklS. LORD TOP SECTION 0,500•6.150, p•3•.0.270• Pa 101 0 G' • � 0 18•O.C. ; tz'=4•uAx) � _ OA.AND 0.245 I.d.AND am. 1/4'r IRC BCKLUDC 1 0223'Lour oorrw ULTRAFAB ) SECTION 0320.O.D.AND WEATHER 1 LM SEPARATION TRRPA CwSEO�Uif%Df�.Y 0245'Ld. SIRIPPNG EA �CCONCRETE LOB TO GUASS F Or OR 1/4* i 1/4'I x 1'TEK {TmJ SIDE(TCP.) 1 Or WALL REQUIRED. {SEE SCIIEOULE SCREW OR 1 S 1 a ON SHEET 13) p' .rt fSCEYE�T.IX w/1 JJ4' S.S.MS WITH NUT @�1- /5'ALUM. -MMA O!r O.C. POP RNEIS, WASHER A r O.C. A 1B'D.C. Ot POURED CONCRETEOR 3v OCK t MIN.SEPARATION .. WALL REQUIRED ((( TO am Or or (SEE SCHEDULE— 1 T ON SHEET 73) SEPARATION POURED CONCRETE '3 A TO CLASS OR CONCRETE BCDCttSON - WALL REOUfCED. ON SHEET 13) QOttt�3101t C2•. n i 1 or (SEE SHEET 1.3) +"�, 1/4'0.t'lEK ®f W SCEEW OR 1/40-20'.1' 4 ♦ S.S.HS WITH NUR& WASHER A 'D.C. / #iW'S.B.S.M.S.w/1/2'0 r 1nr�wOW^S.UED 1 .1'LONG"AN BUSHINGS �! �} T1f1�ADGCCSI tft�RQ.aY 'a �Y .`otry07'' ''°3/4 WAIL FACE MOUNTING INSTALLATION GOISTRUL�ON/`IitOWL�B , (SEE SHEET 1J) TOP),EXCEPT AT ry vl Ralsal IDU581G{lYP.) SECTION—2 CRE[E-F1EX W/t if4• i (2'.4'VAX) MR fli13FIww A 6'O.C. WALL FACE MOUNTING INSTALLATION ���,� i SECTION 1 1/2' E"G"G n.m � GROUiE4 BIOC!(PECKHREO 1.000 2.500 MM./ —..--. (ACM.rc..2 lot GCwC TE POURED CONCRETE . ED j w�NTRIM(oECSTRUCTURAL gR C M�S U3 D 6 AN r STAGGERED ANC'HOR SPACING DECORATIVE WALL TRIM TRAPPED DE AIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETESECTION 3 { MAX.A.S.D.DESIGN PRESSURE RATING & CONCRETE BLOCK ``��AA1 �H� /��/A4/ FLORIDA BUILDING`CCDE(High & Hon High Velocity Hurricane Zone) —SCALE: N.T.S. ®2015 mlioo Imo' TITAN II FOLDING IMOr PACT PROTECTIVE SYSTEM °R"RN �TAY FOR COMBINATION OF SECTIONS: = EDGE DISTANCE OUNTING BECONS CAN BE COMBINED (SEE SPEC�SCATi0N5 ON SHEET t3) ' E lMc. FOLDING SHUTTER CORP. a°�WAY TO SUIT ANY INSTALLATION. :a f TILER 1ESTN0&ENOINEEWNG COMPANY 70118 KEMMREET PACE NCI xc N0.a a Bos.tert=a♦Mtt6XA R MIN TRRR PAW gJCIi.rt JJ41J F*n+s Caasxri-1Na.Ta,6s�o-,sn Rx:1Bo=,FIL 15-01144 .: -mat:UTAeeMaataem ,nn.Md6gM.Naro.ean T SEE UMRAT14N5 FCR @ ON SHEET 2 '�Ir^ (yS1 EB-CII TILU WALTER A TA.IIT it.P.E. ARIOi1 .RLk- �ri.d gaab a SHEET 3 OF iJ 1/4i BO / TENS R WSR 1/O4'ex 3 W/ONtnSBWA0HER ' f4' y D.C. 0.060 'THICK S.S. IT POURED CONCRETE OR ROLLER HOUSING IAN.SEPARATION 1 AHA.SEPAHA1iON CONCRETE BWALLTO CLASS RE % ET7 . (SEE, HOOD SRE011IE (SEE SCHEDULE CONNECTION O< ON SHEET iJ) ON SHEET/3) orOT-11CTURAL) i . {SEE 51{EEF 13) 110x3'SS.SY.S W/T/2'e E t ALTiRNATE 3/16'AUtM. �' t xJ 4'{.ONO M7DN BUSHMGS ALTE7II141E 3fi6'AtARN. POP RIVETS 0 5' PDP RIVETS o 5.O.C. (Typ.TOP)AND i'LONG 0* At AY REAR. AT REAR. ETOTTOYj,EXCEPT AT ROLLER I 1. HDUSNG(RYP.) 1 1 W (220 A �3 `--tea r •y W D.B65`i .Q 1 e.' E0.ED: � 9 3/16•ALUM.POP RIVETS 1 J/t s•ALUM.POP RIVETS 0 10'O.C.BOt}1 SIDES O'10'O.C.BOTH SIDES / LEG 8 A� 3/16'ALUM.POP -f0: 4 /10 x 3• ORENTAYgFM S RNETS O 13'O.G. SS.SYS.W/ 0.373•LONO NYL.LW 0.165` BUSHING W/A D.150' 1 NTN.SEPARATION 0.27a'x0.03O' ( MIN.Jf4'PLYWODC LANG'IOP SECTION OSDO'i 78 Oth55 ULTRWAB a REQU31 ED S 1/2'MN. O.D.AND 0.245•Ld.AMO REQUIRED 0.2ZT'LONG BORON k.-S= STRIPPING EA. T or 'f} 'iJ4•i TAPCCtCRETE- i1a 4 g . sET:BON 0:320.OD./Mi0 ON SIDE(M.) Z ANCHORS 6:DIX-� I .S —1/4'THRU BOLT W/ 0.245'Ld x WASHER h NUT 0 10•QC. (�•) j, - — ,�,�, 1/4'THRU BOIr w/• PAar s7DE V �^ POURED CONCRETE OR WASHER A:=o s Ox- 1/4'f TAPCONS OR CRETE-FLEX ANCHORS 6'O.C. I CONCRETE BLOCK WALL E ? or REQUIRED 2X4'OR 27.5.911 POURED CONCRETE OR slirXt/6.6O83-TS CONI ALTERNATE 3/16'&W. T 6053-TO CONT,ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR MIT PLATE. 'pop RMETS 6 5'O.C. REQUIRED AT REMSTANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER QP MOUNTING SECTION 5 INSTALLATION SECTION S IMAX.A.S.D. DESIGN PRESSURE RATING. +61,07766.0 PSF MAX.A.S.D.DESIGN PRESSURE RA71NG® 166.0, X66.0 PSF W ^ 1 'D 3/16'ALUM.POP RIVETS O MIN.SEPAPARON • - 10.O.C.BOTH SIDES � TO GLASS (SEE SCHEDULE ... ON SHEET 13) a / t ALTERNATE LEC T Dr q� 41 00INNIMDON G7 uTQ1NATE LEO C. 1 ORIENTATION Y Y Z m (SEE SHE13) ANCHOR o tlRD71TA1TON 1/40 x 3/4•TEKS SCREW W/ POURED CONCRETE OR 5f8'WASHER OR 1/4'x 314 { CONCRETE BLELa� BOLTS W/NUTS k 5/e'WASHER 0 4`O C. 1 11 a� BUILD-0-UT FACE MOUNTINQ INSTALLATION CO„EV„D„C4 8 SECTION 4 (SEE SHEET 13) g x7 E0. EQ. 1/4`4 x 3f4`TEKS SCREW POURED CONCRETE OR OR 1/4'x 3/4'ISMIS W/NUTS OONCR tE M WALL k 5/6'WASHER 0 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALL ATION SCALE : N.T.S. 0" , A (BOTTOM) FLORIDA BUILDING CODE(High& Non High Vetacity Hurricane Zone) `SQA. .......... 02015 TILTECO TNG. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN on NOTE FOj;COLIBINATLON OF SEGiIONS: E.D. EDGE DISTANCE V:• \\r ENS4C "Q r, AaN.I• �+�. IN MOUNTING SECTIONS CAN DE COMBINED (SEE SPECIFICATIONS ON SHEET 13) '1 �'r pti�M� FOLDING SHUTTER CORP. °'/DATE IN ANY WAY TO SUIT ANY INSTALLATION. ,y.� ! G V • {�L(J�/ •*` TRIIT TESTING TE ENGINEERING COMPANY WTLD HEMSTREXT PLACE ,� em xw xm,>n.9l.xa,WraN, a x51e4 WEST PAVE 413 15-014 i SEE•.IMITATIONS FOR®ON SHEET 2 ,••� 5`S C.17 �:•�ti taw i Ile+*-+vD. :Lei-�ssr E4t 1 6EMl FL 1 9OttAWWIMt Ne �LL` m6�ti19.co+n axxd WALTER A.1MLfT Jr.P.E. FLaRiDA tae,f 44167 ®ao a++m+a x SNLET 6 offs ��IfIlHili1ti11` •VIN.ED. POURED CONCRETE RODUIRED (OoNkvmm CS 13) 0A6O'THICK S.S ', ROLLER NOBSING = OFifONAL RAIN HOOD (NDN-Sl'RUCIURN-) {2}»iLo» 10.3'S.S.S.M.S.w/1/2'o ROLLERS 0,& 1(ITP.) .3/4'LONG NYLON OUStiiltOS . BOi1tl1Q•)E7(CEPT AT ROLLER 8 NWSINC(TIP:} f10.S'S.S.S.MS.W/ _..^ 0,373'LONG NriOM 3/td"AttAA, OU"G W/A 0.150" POP pNE15, LONG TOP SECTION O.S00' O 18"O.C. O.D.AND 0.245'W.AND CONT.0,183'.0.270`.0.030' b.ml LONG BOTTOM ULTWT AOB NFi\THER SECTION 0.320'MM AND STRIPPING,FA SDE cm) 0245'Ld. f or ( ) �3 8 MIN.SEPARATION Tr i (SEE SCHEDULE N UN.S&ARATION ON SHEEP 13) } 'TO GLASS v I( (SEE StDiwUll t or ®t SHEE, 13) 1/4'0 x 1'TEK SCREW OR WN.SEPARATION GLASS B OPRONAL,RAR1 GUARD 1/M-2O SHR MS{OM (SEE SCHEDULE {NON-SrRUGtUAAt) NUT k WASHER O 4'O.C. 7 ON SHEET 13) 1 ores ALTERNATE 3/16'ALUM. t POP RNETS 0 S'O.C. OPRONAL RAM GUARD AT FLEA-R. i (NON-5fitUCRJ1U1) y r AL1EpNATE LEG I ',� ALTERNATE 3/t 8'ALUM. a LOGAROH 1T11H ,�, „L POP f71VEF a S"O.C. n �j 3/t6`ALUM.POP R&VS ANCHOR c3 OOtl�RIOM AT REM. O tD'O.C,Ent»SIDES (SEE st£ET 13) 5 /18`ALUN, RUM r - e 10'o.C.ez SIDES EDGE OF SLI- APPLU CABLE _ EDDGBE O FOURE37 CONCRETE . REQUIRED ( � AR71GA81E SHEET 13) 0, POURED CONCRETE POURED CONCRETE / ITE4UIRED. AGN.E.D. REOLRRED em"ECIION "M "�•����` "»M.LO.- (SEE SHEET 13) +MIN.ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE KTS- �N FLORIDA BUILDING CODE(High do Non High Velocity Hurrimne Zone) NOTE FDR COM131 ABON OF SECTIONS; * E.D. - EDGE DISTANCE `++++t{ .•,'`�E��'•. dp"+p� ®2Dts Tt1Eco INC- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��� I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) •``�'` F "••• ®� _"�P �-uL4u �_ �L E�s�r IMC. D3/io/15 IN ANY WAY TO SUNT ANY INSTALLATION. ="'r✓" FOLDING SHUTTER CORP. DATE • �' TILL3T TCSTING R£NGIHEEFUNQ COMPANY 7'087 HENSTREET PU{£ Y SIE LIMITATIONS FOR ON SHEET 2 �A."r'e18 _n.J3,0 TP6T PAW LCL.FL 73413 a, A i ct= r.�.,L305Jr7r,t,. 15-014 EL$ e-mol.t7teeeeon4 1 Tm w..to�ipNro�N Omi MAW=Ne �r9 WALTCR A.1�I3:P.E .nr a� me ay.r ' \ ` FLORIDA Ue.111 44157 w.m, s SHt£T T OF 13 117Lrri+al5\{«\� 1/4*0.1 3/4' MK Ea TAICOMS/O&W-FLEX (SEE?)w AN010M 0 18'O.C. +—F7QSI """s sym smcww w E.C. sy;1 fum 9ximwr 13 OWNG &738-(RP.) +SR "I RIOS:1 "4a/C /4*V.. 3 X. TW006 1//4 Im tV Mo. 0 1-FLEX 3 ANWOM W O.C. Otte pop or or or Of 3 END CONDITION 90. 90.0! 8 9D.01 SOO 4 SH WN OR "vm R OR E)CV40R) (SEE"m 1) (2 30*0.c.0 NOM IDR To ze Up 70 14e SPAM OHM HORIZONTAL SECTION 20 --"'**"'��m Sp sc;mw w BE NSrA= ID%eEMI= MMOML SEMON scmv wnMR OR VCHROR) (mmm eflum mmom OR Erfmcoj OR mamm LASr SLAT%T TRAPPED 0WALLATI(M MAY VAW k Rf. To 4 OR S 1�) 1APC0N/CRM-n.EX H;VW fOWj Et—smLmmm MR MW 21 MCKORS 0 1w oc-To WSTM MROORM ANO jig DOSM StFWMFE EOMMM STMRU== aulti)—ou END CONDITION Inn. 3 IV wP raE Da Ea OR 1/4 314'MM OR Cwm smwrum -1 IND LOCK-AN0 a3/2,`socvsW/ END LOCK ANGLE Non-I HOMMAL SECS fMaORFAL SECTION 2'"21/88;W6W '4=44 TEX comr. ONE LOCKING TUBE, P BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR .MA ONE INTERIOR CENTERPIECE 4 OR%5 SHALL INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE A cmmtr= MU to SOLID THERMOPLASTIC T MU BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL 13E SQUARE. SPON�r(3�a 30" 0.357*x0.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED O.C.0 M FOR Up TO 144-SPAN MOM INTO IT WITH A 0.120' a.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SOXW MAY BE MALLED A 0.2017 LONG BEVEL'TOWARD THE ENO AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM IMVWR OR WMEOR) OF THE TIP A SQUAM 0-47.5*0.475N0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR ALUMINUM LOCKING TUBE @.A 2—PIECE, THERMOPLASTIC LATCHING mEcHANtsm MUST BE INSTALLED. ONE SHOWN (I)PIECE, 1.375- LONG, WITH A 0.366'xO.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 0.684INTER O9 - DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 6R E%IflDM R) SOLD THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8*0 HOLES DRILLED ON THE OUTER (wX) HORIZONTAL FLANGE OF TOP'/BOTTOM TRACKS. RS NMOR 4 OR R) SHOVW CICKING SLAT CORNER LOCKING-DETAIL MOROWrAt.SECr0N FLORIDA BULDING CODE (High&Non High Velocity Hurricane Zone) 0 2013 TUE001 M END INSTALLATION DETAILS INTO CONCRETE, TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM V6 No,44167 CONCRETE BLOCK A WOOD AS APPUCABLE) FOLDING SWIM CORP. DATE X LKUIXLKMNG COMPANY 7- 44` 3J36 F R,HEMSTREEr PLACE WWr ADI WACK FL 31113 Pth 18)c--S43-4KVj 15-014 =-TIA IMF,, DRAWINO"a e9_0006719 OLTM A Jr.P.E. WFI! FLORIDA 44167 ZT AT , 2•.Y.1/a• . � Att►INW AxaE DURD-CIM N4,1 A Pm SEc�N+.s>aDr e A m a/ta'POP HAIM V.:r.1/a• EACH IEC OF r.2' ASlCIMtM ANtl.E ANGLE ANGLE LEO NAY PACE AWr FROM CPO" ryp aj (AS SINIMIQ..IONAiiPS �F' �3 OPENING NO ANCHORS REOtIaDO:DED�n :9 19 13 ' HttIIO-OOf NIXNT PER'SECTION 4.SHEET e ]/ta•POP RrvE7S EACH UE EG 6 ND'SOI' ALTER11"MALL SIM SIMlk.AT LEAD PLAN VIEW A•-A t� EXTERIOR ELEWIQN AND SILL aNO BOT.SIDES �� OF PRODUCT (2RAklS tPER ANGLE Ta ~ , i /2-.t 1 '.r - D•-z• QPTlO RNASiDEAeI,�GLE TETs oR s/Fe PaP FOP At Tum 1gMM OR TO WALL(2 REQUIRED) CREfEj-fl.E%m/ FA,ANGIE 10 SLAB 1/4"e.1 3/4" ' AN CH RSja IV FLET, yam-l OQ pO FNDD ORE Wr BE FLAT NJCINIIS O ta'as ,'�'. " •sQ7+ ..d1 .. L ENO ]Pia`POP NVETS OR E7asm STRUCDm 4 '3" 0I O.C. 3 ,/r NGL CORNER PAST .:t: ISOMETRIC •:" SAB L f...v OF GGNAaErE "...AT TOP ANO ROCTaM Wag) 'N,y �PP✓EILES�9E FLAT A 2 IRAPPEb END CORNER POST CONDITION W/SLAT END RORIZMaAL SECTION T FLOPoDA BUILDING CODE(High&Nan High Veloaiiy Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE = ��� NSF ®x°'g""�°DIO TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN or. CONCRETE BLOCK & WOOD AS APPLICABLE) �F — No.4 _ ._... 1, ----.- �'�•—�AFP � �*� 11 L�E C 0 tMe. FOLDING SHUTTER CORP.CARP. GATE ' X..e:ENGINEERING COMPANY r NF76aEkT PLACE: JdR 9.SA 3fvq YFdfA1 GYaOC a JJiee 91'ESF PAW DFIW.FL 3E FL315-014 ii „(� ' GRAVING Ne ," . .,E FtORiM Lu/+it67 aau� mlWn s SHEET SM OF i] 4 I� I "iv WALL FINISH ,•-. OPTION&WAN HOOD (NON-STRULII/RAL) • WALL FINISH s: o ,��So +t0;3•SS.SACS.W/1/2"'xP) C2 LONG NYLON BlSHNCS(Typ TOP) OONNUMM AND 1'LONG(Trp.BOROIn.E%CEPT AT ROLLER HOUSING QYPJ O p'� 0,060•THICK S.5 BOLTER HOUSING WROM RAN HOOD (NON-STRUCTURAL) {}iA• 0.893' (1W.) t 1 6 25x4•CONT.WOOD .,: 'HEADER REO'D. i /to x V SS.SNS.W/ 3/18'ALUM.POP _ 0373•LONG NA.ON CCM PoVETS,O 1B'O.C. r�' BU3fNG W/A 0.190' 0.163;0.270' g OOAMbT10N n LONG TOP SECTION 0.NJx0.030• �� 1 0.0.AND 0.248 I.1. 11 1 0.223"lANO BOTTOM SECTION 0.320'O.0.IND � I :Y, 1 0.245•LxL SID(T(Typ.) ®t �I N 3/18'ALUM.POP 1 DYPJ \ NETS.O 1B'O.C. 1 NTN.SEPARATION 2•x4•CONT.WOOD 1 ATO GLASS ON TO GLASS HEADER REO'D. (SEE S.M4m� ( or (SEF SCHEDULE or x� ON SHEET 13) ®f ON SHEET 13) ®f 3 W.. 2W CONT.WOOD 1 1 7% PLATE REWO. 1 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) R 'a DONEi:TIDN C . HALL FINISH WALL FACE MOUNTING INSTALLATION SECTION JW INSTALLATIONS DETAILS INTO WOOD N.TIL(�A��/i�r FLORIDA BUILDING CODE (High g Non High Velocity Hurricane Zone) f SEE LIMITATIONS FOR ON SHEET 2P ENS ®2Dts T1LTEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM WA*N at NOTES: NOTE FOR COMBINATION OF SECTIONS; p W/tp/Le 1- FOR WOOD FRAME CONSTRUCTION:WOOD MMB ID TD _ _ " E C Q INC. fOLDRiG SHUTTER CORP. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOIULL 1- NOI1Ni1NG SECTIONS CAN BE COMBINED _ 7088 FE11517UEET NCE GATE IN ANY WAY TO SI1R ANY INSTAL1AT10N. c3 �: nLLrt 1smHG e:ENCINEERIHG coMPANr •, esu x7c as. aoe.aNa u awmrr.n ate, WEST PAW[0FL 71 15-014 rtes.,{.mm!-gem.ra twe787aiut Pit t1800.-"3-071 q0''.,FL f11�¢••'��'� — w a1-aa0�`e�i1,a.�, ...ram,mL.,LL� muwaw 1w WALTER A.iLLL1T.Ir.P.E lE FIDRIOA lla.}47187 1^ Dti m �� .a SIE2T IO OT 13 1/4.0 x 3/4'TEEM;SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O e'D.C. ExsnNG WOOD S RMUff&S)TRUCTRtAL ADEQUACY OF EXISTING WOOD SEAM TD BE �� . ENBY REGMIRE , WALLFlNISH RTt SEE LIURA10N5 dEER ORARCHITECT PFdOROWo PRODUCT INSTALLATION. 2'24'CONT. C4 NDDD MEAD a �" ED. ED. OPTIONAL RAIN HOODREQNOTf FOR s-ntdBiN4TtOH OF cFCiSONS: rYV. (NON-STRUCRNRAi) 'b 1- MOUNTING SECTIONS CAA! BE COMBINED Commomft Cs—, R ;(tori'S.S. BUSHit% GS TjYe OP IIN ANY WAY TO SUIT ANY INSTALLATION. • LONG NYLON,BUSHINGS(TY0.TOP) ALID 1'!<ON6(lyp.BOTTOM).IDMEPT —_— 'y;•,r AT RLkSER NOUSfNG Owl) aO,I,FC —.-`•� —•"-- OPilONA1 RAIN FiWO 0 �2! (NQN-STRUCTURAL) ' '"""�"^-� i- FOR.00 FRAME CONSTRUCTION:WOOD MEMBERS TO r r Mu�S ) BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 1 —_ i iL_�rrTi',i �•• I $ 8' 5• #10 i 3•Ss.&M.S.W/0.373•LONG NYLON .r ..._ =ALTER _l AL7ERNlTE LEG O Ta•O.C. BTISE9N0 WNA 4.130'LONG D 0 SECTION LOCATION CON{. 0.Sp0'O.D.AND O.a45'W.AND«223'LONG 3/TB'AWN, (SEE NONE l 1�TRAFA6 NFA'«THE�R BOTTOM SECTION 0.320"}M AND 0.245'IA. Pop'O'C, o f e'o,C- ! STRIPFlNG FAH.SIDE MIN.SEPARATiCN ` (711'E TO!LASS or®T (SEPI SCHEDULE ON SHEET 13) MRI.SEPARATION ) or tMIN.SEPARATIC) 1 10 GLASS z{3tl� TO CLASS N +� (SEE SCHMULE �"u (SEE a4 u .. ON SHEET 13) Or T ar t t ALU ALTERNATE 3/16- POP RIVETS O 6'D.C. ,------•r•-^n-_,rI 4{tI - O0 tpUDN AT FNOTE LOCATION (SEE NOTEALTERNATE 3{/NO16 NO--NALUM W.NALTERNA OPWW 1 Or® t POP RIVETS O S'D.C. 2'xLATe F�- __"'!_____r--,`�I n� GS ;:rc.. ' I a AT R . WOODD[P'LA REo'D. �! n d 10'D.C.BOTH SIDES I 3/1a`ALUM.POP RNETS 3 e 10'D.C.BOTH SIDES W LD. E0. s EO EO- RAIN. DEDECKEWIRED ' WOOD PLATE 1/4'e x 3/4'Trac,SCREW (ND fTNtSET AODM) 1/4'0 x 3/4'iFl6 SCREW RERD. 1' I ^_ OR T/4•x 3/4'BOLTS W/NUTS ' W/5/a'WASHER OR F1 ' I ,4 a s/a•WAST+EJt a s'o.C. comemm Go - I. ,3/4'BOLTS W/NUTS& ?., CONNED"C4 1 s/a'WASHER O 4.O.C. j 2'NTN.ED. 2'NN.ED. C3 WAL I( L FINISH �`• WALL.FINISH DUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT EACEL MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM) SECTION 7W 1NL1T))lttt(1(ttAAA, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ,NOM .'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ;� '�L�C EIJLS+•' ®2015 rLTECO m0. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OPAWN Bra INSTALLATIONS DETAILS INTO WOOD r/��E��L/� �+E�'I�y� CORP. «3�1«/1B FOLDING SHUTTER CORPCATE SCALE N.T.S. �T,r3 ,'/ .� 11LIJT 1T"S77NC a ENCINEERRIO COMPANY 7W9 KUM=PLACE lµyE• ;' exe 1t..a�,s4 sr.Y!.WY,91N wPLLMS,n.aNm WEST PILL3! 1 413 ! fL 1 S-014 �'• T- Q� em+..L�7/'+,-,so.r:Omits»-mzf P!t CD0-443o�43-e31f y17�;•,.� ;4 ti mol:tlteaa6uot.com r.afataingWAtrsaxn DAAKnttN pa KALOA A TALK Jr.P.E. , ent m.r emrmx eat fAf,'t�•• `1 ftOn,oA tT¢!t 44167 emA'te s S7HEET ft Q 13 1HliN1 MRI.SEPARATION TO GLASS MIN.SEPARATION TO °r ®t (ami s1�1�) (SIE SCHEDULE . ON SHEET 13) Y .. OPTWWJ.PAN GUARD JMATE (NON-STRUCMRk) 411 3/16'ALUM m / POP RNETS O 5.O.C. 1 SGREW OR 1140-20•x1• AT REAR. 9 WASHER O 4'O.r- 7 r 3/16•ALUM.POP RNETS O 10'O.C.BOM SIDES EDGE OF STAR F APPUCAELE EDGE OF SLAB IF APPLICABLE ALTERNATE LEG& F CONNEIGIAN C7 . ANCHOR LOCATION F� •+ (SEE NOTE \\l 21x6'MIN.WOOD DECK REQUIRED (NO FINISH ALLOWED) CORECIM CB EDGE OF 2•MIN.E.D. . SLAB IF _ EDGE OF 2'IAN.ED. APPLICABLE ASLAP IF O t SEE LIMITATIONS FOR®ON SHM7 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _— SECTION 7BW (BOTTOM) 1 NTN.E0.—�• l MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 21x6'MIN.woo° 1- MOUNTING SECTIONS CAN BE COMBINED DECK RFDUIRED IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION (NO FlNtSH ALLOWED) FLOOR MOUNTING INSTALLATION PLATE Rom (SEE SCHEDULE SECTION' 7AW (BOTTOM) ON SHEET,3) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL _ WALL FINISH m7®t (J)3/16'm LAG q—i 611N?EO. 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D.DESIGN E D< 8 I•x 4•x I/6' bN sGaEvrs w/2 1 2'MRL PRESSURE RATING &SPANS 6063 TB CONT. PENETRA110N AT (27 OF RAFEER/WSSES u ALUMINUM TUBE 1/4'x4•(6063-16)FIAT N0 2X ODD Z'xC MM.WOOD PLATE W/1/4'0 x1'TEX TRUSSES OR RAFTER STUDS I 16'O.C. SCREWS O 6'O.C.IN AT 24'O.C.MAX. II E 1BBETWEEN TRLS;ES�T .300' { PLATE W/1/4.0 x1'AFX (2) I/4.0 TAPC IN OR 1/4'0 CRETE–/r Dg SCREWS O 4"O.C.IN ANCHORS OR/14 NDS WOOD SGiEWS OR 1/4'0 m BETWEEN TRUSSESEDGE IF APPLICABLE) NDS LAO SCREW'AT MIDWDTH OF EA SND W/ g 2 1/2'Mn.THREADED PENETRATION INTO WOOD SND 1/4'0 x 3/4'TIX (2)NtitON 1/4•WX.PI-MOD MOSTING SOFFIT SCREW OR 1/4-20 x 3/4' Eq. q. S.S.BOLTS W/H 8 „� —/tOxJ-S.S.S.MS.W/1/2'0 x3/4•LONG 1/4'0 x J/4 TIX WASHER O 6'O.C. 0955'0 NYLON BIISHIN05(TYR TOP)AND 1'LONG ' B )BOTTOM),EXCEPT AT ROLLER HOUSING SCREW O 6'O.C. /iO x s•ss.s.Ms.w/ I MOUNT TO WOOD ,STUDS MOUNTING INSTALLATION BOu9 V Lw A 0.150' I R. LONG TDP SECTION 0.300• 0,63'x0.2T0' INSTALLATIONS DETAILS SECTION 14W BOTTOM) O.D.AND 0.245'Ld.AND yOA30• ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223'LONG BOTTOM MM.SEPARATION ULTRAFAB T 4 INTO WOOD \\\wtIIHIN(M101"/A SECTION OJ26'O.D.AND To CRSS WEATHER \\ �'�- AA FLORIDA BUILDING CODE (High& Ron High Velocity Hurricane Zone) 0245'Ld. (SFE SCHEDULE STFLIPPING FA Of ®t c SCALE N.T.S. oN SHEET 13) SDE OTPJ .2020X5 mTEca WC TITAN If FOLDING IMPACT PROTECTIVE SYSTEM o�aAoKfiL" 0.1/10/ TTER 13 FOLDING SHUCORP. wTE HEADER TO TRUSS MOUNTING INSTALLATIO *c3�i *= TILLIT TESTING&ENGINEEMNG COMPANY OF ItlE PAWP X13 SECTION $ TOP °4°"�0 3L 1=_FL 31 15-014 • {p1 �..L��,_7�..�.,�»-,�, pit Lp_ppp70je9 mm ee•.FddMpetuNer.xun DRAWING No i-q WALTER TILLP.E.Jr.P. m• s�.w ..>< m eamvr MAX. A,S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF , a FLORIDA U./44167 , m,� mna,. � SHEET tz or u A \' - TA/(i11111111N C IN!_L;-I Y.;Icl�d Nnr M milM vANn EQUON CAPACITY SCHEDULE COtINECMON CAPACITY SCHEDULE A PSS (m.Q AQ mg (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLM Sms SCHEDULE. FOR M(N. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A. 2 1/2- FOR B & 2 1/4- FOR C ANCHORS) AND u41° u SAM mwm A wx ml,,,aE CONCRJETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE W-40" AT wr CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHORANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK PFEMW PROM TYPE SPACING1 TYPE TYPE (I+) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 1 144.0- 1 144' ISO III ft A 91-a• _ C A C E A C F sO.L-j so"100.g 9 425 1 /FT - 388, LB/FT 157 LB/FT 134 LB/Fr 256 LB/FT 397 LB/FT A B C A C 1 - -4"- 35 psf 100 1 146 lb ft Cl 9 17--6 473 LB/FT - 418 LQ/FT 23615/FT -202 Ls/Fr 3s3 Ls/FT 432 LB/FT C1 LBTFT- - 388 L8 FT - 134 LB FT 144- 1 144- 12 -,q7--LB7F-r .334 LENT 1136 LB/FT 142 LBM 271 LB FT 3.47 LB/FT 6 461 LS/FT - 418 LB FT - 202 LB FI' 60.0- 1 so- 100 lb/ft C2 9 '456 LB FT - 362 LB FT 250 LBFt -Tg-OLB/FT 318 LEI/FT 380 L97ff 12 375 LB/FT - 334 LB/Fr - 142 LEI/Fr 40 psf 200.0" 1 100' 167 Ib ft .6 525 LBJFT - 1419 LB FT 312 LB FT 285 LB/FT 353 443 LB/FT C2 9 417 L9/FT - 362 LB/Fr - 190 LB/FT 144- 1 T- 44- - - 285 LS/Fr 60.0' 60. 240 tb/ft 115 lb ft 9 390 LB/FT - 309 LB/FT -157 LB/FT 134 LB/FT 257 LB/Fr 3291 LB/FT 6 502 LB./FT - 4719 LB/FT - 80.0 1 80.0 G3 6 496 LB/FT - 375 LEI/FT 236 LB/FT 20-2'LB-/FT 298 L8/FT 405 LB/FT 9 372 LB/Fr - 309 LB/FT - 13,� LB/FT 5! LB/FT 326 LEI/FT 304 WFT 418 631 LB/FT 375 LB/Fr 202 LB/FT 46 psf 37 3 .813 LB/FT - 572 C3 6 469 LB/FT - - 115-0- 1 115.0- 221 Ib ft 9 466 L13/Fr - 370 LB/FT 157 CB/FT 134 LEI/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/Fr - 304 LB/FT 144' 1 144" 276 l4ft C4 6 592 LEI/Fr - 448 LB/FT 236 LS/Fr 202 LEI/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LR/FT - 134 LB/FT 60.0- 1 60 2: 125 11b4ft 3 972 LB/FT - 602 LB/FT LEI/Fr 3.64 53 LB/Fr FT 500 LB/FT 7 G4 6 561 LB/FT - 448 LB/Fr I - 202 LB/Fr g 0 1 187 ib ft 50 psf 208 IbIft 9 281 LB/FT - 224 LB/Fr 81 LEI/FT- 83 LB/FT 143 LB/FT 103 W/FT 3 912 LB/FT - 61!1.2 LEI/FT - 364 LI3/FT 250 1�40 Cs 6 421 LB/FT - 334 LB/FT 122 Le/Fr 125 LB/FT 214 LB/FT, 155 LB/FT 9 226'LB/FT - 224 LB FT - 83 LB/FT 141V 1 140" 300 Ib ft 3 843 LB FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 05 6 339 LB/FT - 334 LB FT - 125 LB/FT 138 Ih/ft 9 273 LB/FT 326 LB/FT 215 LB/FT 138 LB/FT 102 LB/Fr 3 681 LB/FT - 670 LB/FT - 260 LB/FT R.2g,1 0. 187 Ib ft Cs 6 410 LB/FT 487 LEI/FT 207 LB/FT 153 LB/FT 9 221 LB/FT 1251 LB/FT 215 LB/FT - 55 psf 100.0, 1 100.0- 229*lb/ft --3, 822 L13/FT jQ7ff-M7"f� 648 LEI/FT Cs 6 332 LE1/FT 378 LEI/FT 32.3 LB/Fr - 120.0' 41* LB/FT 307 LB/FT 120.0' 120.0' 275 lb ft 269 LBjFT 301 LB/FT)183 L9/FT3 663 LB FT 756 LB/FT 646 LB/FT - 137- 1 134- 330 i6 ft 114 LB/FT 153 LB/FT 4 232 L8/FT 238 LB/FT 183 LB/FT - - 60.01 6QO" 150 lb ft CC7 3 358 LB/FT 4*R-6%4K 244 LB/FT 152 LE1/FT 204 LB/FT C7 8010" 80.0, 200 lb/ft 2 305 LB/FT 3 mo L8 FT 315 LB/Fr 244 u3-/FT - - W psf 100.0- 160.0. 250'@; 11 12 491 LB/FT 596 LQ/FT 409 LB/FT - - 265 LB/FT 168 LB/Fr 12 368 1-8/17� 460 LB/FT 409 LB/FT - - Eii - C88 736 8 582 LB/Fr- 691 LB/FT 614 LB/FT - - 131* 126" a 736 LB/FT 994 LB/Fr 614 LB/FT - - 397 LB/FT 252 LEI/FT� 346 It 6 1982 LB/FT 1194 LEI/Fr 819 LEk/FT - - S30•IBjFT1335 LB/FT] 6 1777 L13/FT 921 LB/FT 819 LB/FT -sq-v ma" 160 Ib ft 65 per 92,0' 97-01 1 - - 100 100.0' 1 271 lb MIN,SEPARA710U-TD-GLASS SCHED-ULE Aft9i=--$2fWPLE QSEE GENERAL NOTE C.2'ON SHEET I ? f2t" 123' 360 lb 6010' 60.0, 175 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0* 100.0, aw SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121' 118- 374 WTI: SPAN HURRICANE ZONE HURRICANE ZONE A CONC.fC.SLOCt4 WOOD STEEL CONC.JC.BLOCKJ WOOD STEEL 59.0, 59.0, 187 ZONE 1.2.3 ZONE 4 114-0 TAPOON W1 ADVANCED 3r 3.50' 2.50' fl N/A 4.00" 4.00" N/A N/A a A THREADFORM TECHNOLOGY 75 psf 100.0- 100.0" ft 51-10. . 1 117* 114' 387 lb/ft AS LESS 5/6" - so Pill 113' 111w 400 Ib ft CD 1/4' 0 x 3/4* SOLID SET 3.50* 3-50' N/A N/A 3.00' 3.00' N/A NIA' 90 per lor 104' 424 Ib ft >5'-10" '100 p 2 5/8'+ 1" 2 3/4'}psf 101 99, Ib" 1 ft TO a,-S" C 1/4' 0 CRETE-FLEX 3.001 3.00" n N/A 3.00- 3-00- N/A N/A 468 lb El 110pat 94` 0 1;0: E484 Ib ft >8 1/4- - ITW-BUILDEX 130 psf so 76, 483 lb TO 12,- 3 1/2" TEK SCREWS N/A N/A N/A 1-00- N/A N/A N/A 2-00- 140 oaf 70' 484 Ill ft #14 NDS WOOD SCREW$ OR .3 F 250 psf 69 66 483 To ft 1 1/4- NOS LAG SCREWS N/A N/A R N/A I N/A N/A .00 NIA 62' 4,83 lb/ft A AS DEFINED BY ASTM E-1996 STANDARD, W,%%111 1 1 1 1 _12 160 psf P, f1j141. Amairs-, . FLORIDA BUILDING CODE(High &Non Frigh Velocity Hurricane Zone) + EXCEPT THAT 3 5/8' SHALL BE USED L+:MMMUM AL.LOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, g • 02016 TL3=INC. ySTELI DRAWN W. GIVEN POSfrPJE A.S-D DE53GN PRESSURE WIND. TITAN If FOLDING IMPACT PROTECTIVE S L-.*MAX AUDWA13LE PRODUCT SPAN FOR A .4, 4A & 7A. GP0EN NECATIVE A.S.D.DESIGN PRESSURE RAntic. T1 LTECOm,. FOLMNG MWER CORP. DATE • RNAL WMIMUM A1.10WASUE PRODUCT SPAN IS -TILLIT TESTING&ENGINEERING COMPANY MD61RW PLACE EQUAL TO THE WNJMUM DErBRWNM PRODUCT F i, MT RAW DOM FL 3NI3 A-130MIA.=ZMA53,11" Pit I800-043-Wl 15-014 SPAN BETWEEN W AND'L-'. Im=. TILL;Jr.PF WALTER A. PLORRIA Uo 44107 kill".