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HomeMy WebLinkAboutProduct Approval atm Meme f tan in J uKr ft"w'am, { "m Twia { svbmn s.rM.r•e { srau a r.. { P.W"ia i r, u, { am site M.n 1 uaY. J s..rcn .r product Approval i1SaJt:Pusac Use J1�naaatars113rou> >A02112111RU d>Arpa..Can D.W! FL 4 FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 13 Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Memstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh6foldingshutters.aom Authorized Signature Ed Heritage edhtftldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 tiemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh*foidingshuttemcom Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Mernstre at Place West Palm Beach,FL 33413 (561)209-7675 edhMidingshutters.com Category impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect Or a Licensed Florida Professional Engineer D Evaluadaia Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A.Tillit Jr.,P.E. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. ® Validation Checklist-Hardcopy Recehred Certificate of Independence FL17080 R2 COI FOLDING SH nTcp 11101&oPgcrr.SYSTEM CERTIFI ION OF ,r.�AN 11 FO�,n]N lMPACf Referenced Standard and Year(of Standard) IIC TAS 201,202,203 1994 Equivalence of Product Standards '< Certified By Sections from the Code https://www.floxidabuildfmg.oTg/pr/pr_app dtl.wpx?paTam---w EVXowtDo aBQPH Q.. 2/12/2019 ra�C,c Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FSC Approval 08/23/2017 Date Approved 10/10/2017 Sumnmwv of Pnwiucb FL/ Nodal,Number or Name pesafptlotl 17080.1 �)tn Folding S NHVH2(Drawing aaxtrund�d kedaluminum tro�blades folded togetherPmts through knuckles by Provide Hurricane Protection d17-062) Umlts of Use 1t1sh0stton&WbTuctions Approved ipr use In Hyl:Yes FL17080 R2 11 FOLDING H rrrFg rr>_ DRW7- Approtrad for use outside HVH1:Yes 082,Pt�E timpad Reshftnt:Yes VRdW 8y:Waiter A.71111t Jr., P.E. Pts-44167 Deuton Pressirre:+160/-160 Cmated by Independent Third Party:Yes other.Max span Is 12'-0`for+46,-46 ps.f.A.S.D.design Evalurbon Reports load and S'-2"far+160,-160 ps.f.A.S.D.design ioad.See FL27080 R2 AE FOLDING.SM R ORP TITAN n sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product EyaiLiat Reaart]? 0725.01 DRWG_17 D.PDF Created by Independent Third Party:Yes asci tpmatl s::2602 Stair stmfe poaa s nanatsrsee a3":-°His:afar-saga Tne state of fioriam is on Aa1fW einpby*r.Csan"2007-2011 e..,e 0fF2aNa.::hNaor�,-1::eazselNcn.,c,..� under Florida rn,!nail addresses am pubk recatdt.><you do tqi!wMt your e-paM addrhW dwWied In despwm to s pubik'reto,tls mitvest,do not send twmnit ,nail to this witty.ihatead,owiLQ the!fate by PhOft Or W bli ttimwi tall.if 1f+lave any queows,pietist tmdsct MAD7.1395.*pursuant to stwm 455273 (1),FbM&Statutes,eifecupa Cdober 1,2012.keret et atersed under Chapter ISS,F.S.prat pow Ma DeparUittlp vdth an MUM addneas Ithey have one.the emHk provided may be mud for aftW aimmunikatlon adth the aaenate.ilouaeersmea addtessa ant pAk ramrd.N you do not Wish to supply a personal add,.=, pfaam pmvlde the Department v t an emit add an wMeh can be made avaftble th to e publk.T4m"*"o deknnine a you ant 4m"*"under clavier 45s.FS.,pkm dkkUM, �predon Appel oat Aaoapbs — lafiti'af C480 C43rd 001`a bttps://www.floridabuilding.org/pr/pz_app_dtl.aspx?paratn=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 GENERAL NOTES: 1.TITAN II 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 2017(6th EDITION) OF THE FLORIDA BUILDING CODE'THISFOLDWG IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES'(HVHZ)AND OUT OF THEM(NHVHZ). - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ITW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,ORS 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620.(HVHZ) & 1609 (NHVHZ)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 NOTES. Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATINGINDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINE[)PER ASCE 7-10 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4.0 TAPGON OR 1/4.0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM By 0.6 IN ORDER TO COMPARE THESE W/MAX. (AS.D.) 1/4'O.NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND.C6 THRU C& DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND Y FOR C5,OR AT INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED IN,ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED;WERE NOT OVERSTRESSED,q 33 R INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS NAI USED IN.THEIR,ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'4 TAPCON OR-1/4-O'CRETE-FLEX OR#14 NDS WOOD SCREWS OR 1/4.0.NDS, OF FASTENERS IN WOOD. LAG SCREWS INTO-WOOD-SNAIL BE AS SHOWN ON SHEETS'10 THRU 12. FOLDING IMPACT,PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE'HAS BEEN VERIFIED IN.ACCORDANCE WITH C:3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE'FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED•CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. 'WALL.ANCHORS SHALL BE LONG ENOUGH TO�REACH THE MAIN SUBSTRATE 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 NOTE C.1 ABOVE. TAS-202 AND TAS-203,AND AS.PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616&,1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING'STEEL STRUCTURE:MIN. 12 GAGE; FY-33 KSI (MIN.) MATERIAL, 2. STAINLESS STEEL.SHEET METAL SCREWS USED AT SLATS G)& ®SHALL BE If 10 x 3';410-HT,MINIMUM SERIES W/ 173.6 ksi YIELD -1/4"0 ITVT BUILDEX TEKSCREWS,W/FULL THREAD PENETRATION. STRENGTH &187.4 ksi_TENSILE STRENGTH. SCREWS SHALL BE COATED YIITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED-BY WHITFORD Co, BOX 507.WEST CHESTER'PA. 19381. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM.ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH DO);MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW 1". FOR 6063-T6 ALLOY AT.SLATS SHALL BEFy=25.9 ksi. 4.ALL SCREWS 70,BE STAINLESS STEEL 304 OR,316 SERIES W/50 ksi'YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING'ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL[TW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052ALUMINUMALLOY'WTTH ALUMINUM MANDREL B. 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'SHUITER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR 5. BOLTS TO BE ASIM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK.ALL (A). TO EXISTING POURED CONCRETE: LOCKS' 10•PRODUCT MANUFACTURER'S 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. BUILDEX.INC.TO MIN. f'c-3192 psi.- WITH SECTION 1709.9.3 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 TO MIN. PC=3000 psi. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE - 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.Vc=3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES- 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.E.D.) PREPARED ITT THIS.ENGINE:ER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS.PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND.INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN.STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE. (D) SITE-SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER-OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) 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 REVIEW. 1/4'0 TAP/4' O ADVANCED TH EADFORMDISTRIBUTED TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEX,INC. (E) 'THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1%4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,'AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS., PREPARED IT. NOTES- 1 � `� THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8;1) MINIMUM EMBEDMENT OF 1/4'0'TAPCON ANCHORS OR.1/4.0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS.1 1/4'. LLLE7 `4R k f/( PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E.D.) SHALL BE AS PER SHEET 13. 1Y7 y�P �v L ��� SF 9 8.2) 3/4"SOLID SET ANCHORS.SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK DNR. NO FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) EMBEDMENT INTO,STUCCO SHALL BE PERMITTED. 1/4.0-20.S.S SCREWS USED.SHALL BE 1 1/2"LONG • p v ®2017❑LTEco INC., ORMN BY: MINIMUM SHOULD STUCCO,EXIST AND 1'MINIMUM,FOR WALLS WITH NO STUCCO. ,; ®•441.87 S TITAN II.FOLDING IMPACT PROTECTIVE SYSTEM B.3) IN CASE.THAT PRECAST STONE OR PRECAST CONCRETE PANELS.BE FOUND.ON THE EXISTING WALL, FOLDING SHUTTER CORP. U7/20/17ANCHORS SHALL BE LONG ENOUGH TORTHE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE IL EtC O INC. OVE SHALL BE AS INDICATED ON NOTES B.1 &8.2 ABOVE -_�O' A 7068 NEI+SIREL7 RACE. '1L1 TILUT TES11NO&ENGINEERING COMPANY 1Y�7 9 H BELCH,FL J74. • � fag xt.]60.54 94.707 NRRN.1 Wax,;n s71 ee 17-DB2 ,.(olroTml-19a PH:1800-643-5371 -� •,•ON/L - 7•.lille a0aol.eem mfoI&n*utton.can DRAIENG No f'{ 4 EB-OOC6719 WALTER A.TROT Jr.P.E. 'I P.&stww!lfiNillRE/DATE FLORIDA Lk.044167 pn I6-au mpe/n m SHEET 1 OF'13 a.c0o• .ala• 29.,• . S.e6a• �. 2 :s6a. ..� �� � o� r:s3a• �a 1% a 1J7a `4;. P62' .0az' m qp n Lu•• eti g> as $ _ oaa' .e74• a ,sw• SLA TIJ6a' R .aee 7.50' 2730' .�B•I.aSa• 606 - ALLOY ®. SLAT iYINDOW Q L-END Q FLAT END ERIOR CENTERPIECE MAY IN USED ER INSTALLATIONS, 6063-T6 ALLOY :6063-T5 ALLOY 6063-TS ALLOY Y NCLUDE PERFORAORA TIONS AS PER (70 8E USED ONLYFOR INSTACLA710NS 6063-716 ALLOY DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE GRADE 4 INTERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING 6063-T6 ACLOY SEE COMPONENTS 20, 21 &22 ON SHEET-3.) ,7aaY .ecs,•' a.7rs' 2raa• 26sr r.su• .593• $. a.Ha• Zorz•.rao• '�. _ ,ssr 2637' .�� Rp .Iza• m.,t0- .a3, .r2o• .600• .062• .oa0 F „ , 8 .rao• g �._ o. T. .oar .aw• .: •-- _ _ OP3 oa m .0az. g 0.96") 4 .6w .aaa• .067• I Slla' .600' 2713' '23.7.7' ,�• 27,6• ® WALL HEADER 277 MX B'0• CEILING HEADER Q BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-75 ALLOY SJUIRFAD TRACK 6063-75 ALLOY 6063-T6 ALLOY ® 6063-T6 ALLOY 6063-T6 ALLOY- so0• A �-2a�a fel r2 'O90• COMPONENT a D ti t2 aaza'� 2' 5" MAX. 0.125 0.125" K ffi .06,• � f © 2• a"MAX 0.25" 0.25" .aaa- 0 Q 1" 2" MAX. 6.062 0.062• lu6• �, � ALT. BOTTOM TRACK ADAPTER �2 BOTTOM RAIN GUARD ��J ALUMINUM ANGLES RAIN HOOD6063-TS ALLOY 6063-56 ALLOY 6063-T6 ALLOY 6063-T6.ALLOY r.r30- PONEN TS 300 1 l''�E $ ., •.• •.,'�•�. FLORIDA BUILDING CODE (High &.Non.High Velocity Hurricane Zone) 4 oaz L�LJ'R ; �•• •••(C '•.ti �a 0.2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OWNU'• 373 3/8170-16 ACETAL -2.0w— , C FOLDING SHUTTER CORP. °"ATE / / c �L E C 0 INc, DATE IUMBSCREWS ® LOCKING TUBESQ. /1 TICCIT TESTING-h ENGINEERING COMPANY. 7089 XDASIREET PUCE FOR & n AT CENTERPIECE ( CORNER POST ' s nv,xa.s sm Sm vr— wm¢rt asrae NEST PAW 9FAC i•R SSN7 ,�_DBz ol....:(im)Ol1-Imo.r.,r tswp7l-Im1 PH:,1600--643-6371 •o• 6063-T6 ALLOY - r— ZOR10"' �'as -mon:6R•c0000l.com m.1olSugsAldlw.wm aRAtlWC Ho 6063-T6 ALLOY s` WALTER®A 00TIL6719 P.E. na LAIN. 28 7/2'LONG 6® TE ;FLORIDA.Oe.f 44167 .M/1 a�' - sl¢Er T GP t3 Q7ow (J)ROWS OF wxno . EtA6 1/4'o HOLES Flla6- 0 EA.SPACED 00 O Try BBOTH z-CUP EACH SIDE TABLE 1:, SOURCES FOR &©1 O O TYPICAL PROPERnES DIRECTIONS. y aro. OF WINDOW(SEE TABLE 1) OPTION! SLAYS 00 rwX)&p STANG4RO S4 S4&C INNOVATIVE SLATS .KNUCKLE 0KNUKE S0VATERNL/-SCIENCE PL40C 000 LLCM4KROLON 37 LE) AN fallRESIN ra Q O O 20 PHYSICAL 0 0 WERING SPECIFIC GRAVITY ASM D792 0.043 Ib/In 0.0431b/u( 000 I WTNOOW _ _ O La • Tt tr Pa4A]Y TENSILE YIELD STRENGTH ASTM 0638 .9.400 p.a.i. 9,500 P-1. CLP SAT- FLEXURAL STRENGTH AT WELD ASTM 0790 11,500 p.s.L 13,400 Dai. FLEXURAL MODULUS ASTM 0790 340.000 p.al 345,000 p.a.i. 2 p t� pTac an SNAP-IN END IMPACT., 3 ! 1.000' �?, CUP TOP/BOTTOM ANX. OF WINDOW Fr-lb/in IZOD. ASTM 0256 18 -Ib/in t7 FT-Tarn QQ ,(SEE TABLE 2) 'FIRF RLRNMG CHARACTERISTICS' yt3 W 2 SMOKE DENSITY ASTM D2843 47.2 R 64.5 9 MAX N y�' RATE OF BURNING ASM 0635 C-1 CL455 C-1 CLASS S 1A _ SELF IGNITION ASM 01929 :1040'F 980'f y. SLAT WINDOW �j 'SLAT WVA'DOW DOW'THICK WEATHERING: ASM 0155. POLYCMBONATE'WEWWG TENSLE STRENGTH MER WEATHERING ASM D638 9302 p.l 8840 p.s.i. 2 W =y WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERNTG ASM 0638 8461 p.3J. 8880.P-a.T. �C T h MAX. (2)WINDOWS MAY BE IN ONE stAT SPACED CO NA MIMMUM OF 24'APART, WITH'12'MIK FROM ENDS OF SLAT TOP&BOTTOM. Co L§E SLAT MUST NEVER £INSTALLED AD%E rur cpVernr 70 ENIERP/ELES®ORa5,NOR AT'LORNERS O TABLE 2: SOURCES FOR RS OF PRODUCT. arses srANOaRD. A14SYFR TOD7.LIDMPMlY 0 0 0 rp-1— TYPIGL PROPERTIES REFERENCE Bucy NYLON PART 000 (R SLAT WINDOW DETAIL /20512VB 0000 (ELEVAnON) 0 0 0 20 PHYSICu: SLATIS 000 SLATS SPECIFIC GRAVITY ASM 0792 0.041 Ib,-.' N KNUCK 000 KNUCKLE- 11EIWNG Mcru.Nlr i- 00 M.00 (Typ): r i�4 WINDOW TENSILE YIELD STRENGTH ASTM D638 11.500 p.si. 000 (J),ROWS-.OF "��°C0 aoaP• p.xo• FLEXURAL STRENGTH AT YIELD AS0790 15,000 p.a.l. 0000, 1/4'P HOLES _ a1la��-�7}��LµLya7I1` FLD(URPL MOCULIIS AS7Y 0790 450,000 v-si. T FA SPACED w I�I rTo4AT a�oT , IMPA 3N APARTBOTH tr M4l.c �.au• a'p60• NOTCHED ROD. ASM D256 0.6 ET-Ib/Rn F11G' TO WTep}TMt THERMAL PROPERTIESi DIRECTIONS. Eas p?.,gyp• pyo. COEFFICIENT THERMAL EXPANSION ASM D696 5.5 x 10 in/in-'F * r/ �t m FLAM481LITI LA 94 V-2 21 F1A-IJLi( 22 SNAP-IN EIM CLIP MELTING TEMPERATURE ASM D341a SOD"F USED AS AN OPTION FOR ALL INSTALLATIONS ®SLAT WINDOW ELEVATION UNDER LARGE MISSILE.M4Y INCLUDE PERFOR477ONS AS PER 7HlS'DETAIL TYPICAL (1—A) SLAT WINDOW- DETAILS -MAX. (2)WWDOWS MAY IN ONE SLAT SPACED MIN.24•APART(MAX.EVERY 10 SLAYS). Wf 20 VIEWING WINDOW & X211 . 2 CLIPS TYPICAL ALTERNATE PERFORATED . '.. (SMALL MISSILE l I r,�--. 1 SLAT WINDOW ELEVATION LARGE MISSILE IMPACT) a�`�: ��CENS'' •, 9 g FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) No.44167 02017 TILTECO INC. DRON BY: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM YJ.. I L E C O Ymc, FOLDING SHVTTER CORP. °'ATE -0 �\ • \\ TIWT TESTING k EN01NEEpINO COMPANY 7069 HEYSIREET PLACE �/4 K��•'•�4�\\ axv .xo.st,�se..am.nmoA cwloaa.n yIm Y+E.sT PALM BfAcx.EL 3x13 17-082' .< PTl-lain.ru:-fi, ISII PN:1600-613-6371 a-maia 00050ad.4pm 7nns./pld'aprhall4n.4Rm DRAWING NP X "- EB-000871P _ WALTER A. TILLT Jr.P.E. r.c:'s�u.)6lcxafilaE/DATE RORIOA lie.I 44167 mnom � � � sxEEr 3 CLE 13 ®+ 13 2orO31Y/ 13 ,16 , 17OR 19 .4 oR,5. U (2) tj w N a zzUSE.(2)' AT 30" 1 rJ ♦ 0 20 ♦ NOTES,ON @'& LOCKING TUBES @ ATQ&Q. V,. O.C. FOR PANS n ¢_, UP TO 99" o J.TWO (2)@5 SHALL ALWAYS'BE USED AT PRODUCT'S MIDSPAN SPACED g.o - AT 30".D.C. FOR SPANS UP TO 99".USE'THREE (3) FOR.LARGER w USE(3) ®AT 30'O.C. SPANS,SPACED AT 30" O:C.,AT MIDSPAN. COMPONENT MAY BE U o FOR SPANS LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED Z`ENTERPIECES N nTHAN 99"UP TO 144" ®OR SQ.LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. WI o. 2. (2) LOCKING TUBES�SHAL ALWAYS BE USED TOP 1, BOTTOM AT NN .1 PRODUCTS'CENTERPIECES 4 OR �AT ALL INSTALLATIONS. LOCKING TUBES *, OR. SHALL BE.SECURED W LEVERS,AS SHOWN ON.SHEET 9. 1 t 1 SEE LIMITATIONS FOR®ON E I 1 LSE.END CONNECTION DETAILS ON SHEET 9 P. FULL HEIGHT, CONCRETE. CONCRETE BLOCK ORFOR + 1'6 .®+ WOOD INSTALLATIONS, 9 + 10 9 + 10 + 13 9 + 11 UNUM[TED WI TI TYPICAL ELEVATION N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. LIoil A• T/( SEE SECTIONS 1W & 2W ON SHEET 10. AA t?�• /J'•"�� SEE SECTIONS 4W, 4AW &'7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, 8W & 14W-ON SHEET 12. AA _'••�,1C�Nas••'''•, 4 FLORIDA BUILDING.CODE (High &Non High Velocity Nurricane Zone) It .��• 416.7 02017 RLTECO INC. TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM DRAIIN 9Y: 1 L Y.L A' r 07/20/17 FOLDING SHUTTER CORP, DATE ;90 •,' 1t1A• TWT TEST NG&ENGINEERING COMPANY 7098 HEMS9PEET PUCE ' v 1=—m,`St.S.M YXaM WeY m m 131.4 WE PAW BEACH.FL 11113 17-082 ,1 G4"_r.LS]'J"-,w.Fm:(]6SP -1,.11 PIC 1900-613-6371 :S�QNI�L N6, — n:mt«ooaa4com —J.1 mph u4,..am DRAWING No '1 VIALTER X TIUJTIJ,..P.E mcr�,u ov, a`'••" P:E'SEAI/�j10N4ILlfiE%GATE .FLORIDA Lk.`44167 av 1a-o1. m l I III SHEEr 4 of 13- POURED CONCRETE OR CONCRETE'BLOCK 'WALL REQUIRED. OPD—RAIN HOOD - OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL CONNECTION Gti- 0.060•THICK S.S. (NON-STRUCTURAL (NON-STRUCTURAL) REQUIRED. TRIM(DECORATIVE'HEAD) SEE SHEET 13). ROLLER MOUSING ) (TYP') 7:000' 2.SC0'Mw. / $ 6 MIN. i ED. W _ • ����%i (ROLLERSN �I, i �Y' tX1M7EtR'ION C2 / �I_ '�� %j j/ // CRAIN PNOHNAL O OD O.B55'0(ITP.) (SEE SMFkT IS) / .^.. (NON-STRUCTURAL) 110 x 3`SS.S.M.S.W/ ci 1 I - 1 0.377'LQIG NYLON 3/16'ALUM. 3/16•ALUM.POP RIVETS, 1 13 e ' BUSHING W/A 0.150• CONT. POP RIVETS, IS 1 LONG TOP SECTION'0.500' 0:163•x0.270• O 18.O.C. ���� 1 (2'x4•MAX.) O.D.ANO 0.245•i.0.AND x0.030• - 1/4'0 ITW BUIDEX 1 0223 LONG BOTTOM ULTRAFA9 ( TAPCON W/ADVANCED 1 SECTON 0.320'O.D.ANO WEATHER I 11141.SEPARATON iHRFADFORN TECHNOLOGY 1 0.2/4�5o•i.0. BIRIPPINQ FA POUflW CONCRETE 'TO G1A55 OR 1/4'0 0.00 1 (TYP.) SIDE(PYP.) \ Or Iy OR CONCRETE BLOCK - (SEE SCHEDULE or 'J` CONSTRUCTION PRODUCTS 1 1/4"0 x I'TFJC 1 ZJ8 WALL REOUOiED. ON SHEET 13) CRETE-ELFT w/1 3/4 1 SCREN OR 1/40-20•x1' 3/16'ALUM. �'t NUL EMBEDMENT o 6-O.C. i ETS WASHEERR OD 4'OC. ®is"D.C. 7 or 'LETT a33s'yy�, 0T POURED CONCRETE 1 I u 1 t OR CONCRM BLOCK 1 MIN.SEPARATON WALL RENRED. 1 / Or 1 TO GLASS 1 'Gf (SEE;SCHEDULE ON SHEET 13) ®'.t c 1 x z 1 MIN.SEPARATION TO POURED CONCRETE / TO CLASS OR SEE SCHEDULE WALL REOU RI EDBL � (ON SHEET'13) y 1 or _ CONNECnON(S 13) 1 1/4.0 x 1'TEK t © 1 SCREW OR 1/40-20'x1' S.S.MS WITH NUT& $ 1 WASHER 0 4'O.C. $ j11.0x3•S.S.S.µs.W/'4/2"0 / w T APCON W/ ANC�ED 1 LONG NYLON BUSHINGS 7HAEADFORM TECHNOLOGY I Q < ON C1 (Typ.'BOTTOM),AND 3/4' OR 1/4'1M, 7i SEE SHEET 13 gONLIER HOUSING EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSIRUC11w PRODUCTS 1 13 SECTION 2 "�-� w/1 3/4' 1 (2•x4•MAX.) MIN.EMBEOMENf'tD 6'O.C. 1 WALL FACE MOUNTING INSTALLATION 50 E, OF A"c ANCHOR SECTION 1 / yr -1 SPACING GROUTED BLOCK REQUIRED 1.000-i 2300 MIN. O (MIN.1'-2 kei CRONY)OR 'MIN. E.D� EXUSTwG NON STRUCTURAL POURED.CONCRETE WALL TRIM(DECORATIVESTCTU SILL) O O 6 ANCHaR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED. DETAIL FO 6 J,,,....,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,,T��P��E�A T�<<�v�� MAX. A.S.D. DESIGN PRESSURE IONGG — +sS.D, -90.0 PSF & CONCRETE BLOCK N ��� \'`CE S(�•�••�se FLORIDA BUILDING CODE (High & Non High Velocity Hurricon0 Zone) SCALE: N.T.S. •* Q•, 4167 ®2Dn TLTEco INC; TITAN'II FOLDING IMPACT PROTECTIVE SYSTEM ° �' NOTE FOR COMBINATION OF SECTIONS: * E.D: = EDGE DISTANCE. * # + 07/20/17 9 ' 1- MOUNTING SECTIONS CAN BE.COMBINED '(SEE SPECIFICATIONS ON SHEET 13) � Q 1L E C 01wc. FOLDING SHUTTER CORP. DATE �IN ANY WAY TO SUIT ANY INSTALLATION. /•� ,II 71LLIT TESTING Q ENGINEERING COMPANY 7089 HEMSEREET PLACE = �t•'•.,• •6 4+11 eus Nw. ,,n,M,,yp1,vr✓�oA�, WEST PAW BEAM TL 33413 17-082 mm.:t�)01,-,aw 1800-BIS-6371 ANAL E� UTI Ot...1-1— wrJ.Idnpehu0onxol.I DRAWING H. EB-0006719 t:SEE LIMITATIONS FOR®ON SHEET 2 Y.'� ''� WALTER A TWT Jc;P.E. wa P.E.",a�I37AAil1RE/OA7E FLORIDA l c.9 44167 w/ml,T a+. SHEET 5 Or 13 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6.O.C. 0.060•THICK S.S. I MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING I MINTOSE�ON TO GLASS. CONCRETE BLOCK-WALL REQUIRED / OPTIONAL RAIN_HOOO C~-(SEE SCHESHEET ULE13) ON SHEET 13) T or SCHEDULE CONNEDIION EQ. EQ. (NON-STRUCTURAL) O, ON SHEEP 13) 1Gr - � t (SEE SHEET 13) 810x3'S.S.S.M.S.W/1/2'0 ALTERNATE 3/16'ALUM. `L7 1 ALTERNATE 3/16'ALUM. x3/4•LONG NYLON BUSHINGS 'pOP RIVEfS m 5'O.C. POP RIVETS O 5'O.C. ' $ _—�807TOM)(Typ.TOp)EXCEP ANDT'ATONG ROLLER AT REAR.'' .AT REAR: ' HOUSING(TYP.) _ vi �1. " (2).NYLAN �$ HOLLERS � .m. Z 1 c 3 � n ��� • •3 0.855'0(TYP.) ) n ,a. 9 E0.EO n i 9 'i a 3/16''ALUM.POP RLVEfS- n 3/16'ALUM.POP RA/ETS NATE s -0 10'O.C.'BOTH SIDES 0 10'O.C.BOTH SIDES LEG&ANCH_O 3/'16'ALUM..POP EO.. ORIENTATION R.O 18'O.C. 810 x 3'S.S S.M.S.W/ 0.373'LONG NYLON ONT.0.163k MIN.3/4'PLYWOOD BUSHING W/A 0.150' 1 YIN.SEPARATION 0.270.0.030' REQUIRED-PLYWOOD $ 1/2'MIN. REWIRED LONG TOP SECTIDN 0.500• ULTRAFAB 0.0.AND 024Y I.O.AND' TO GLASS _ (SEE SCHEDULE WEATHER 1/4'OTAPCONS OR 0.223'LONG BOTTOM 'STRIPPING E0. T or CRETE ilIX SECTION 0.320'O.D.AND ON SHEEP 13) SIDE d'o I 1/4'TMRU BOLT W/ o:24s•Le. (TLp-) Q�t ANCHORS s•D.c. WASHER&NUT 0 10'O.C. mp) an L EACH SIDE. w 1%4'TMRU BOLT W/ 1/4'o TAPCONS OR WASHER&NUT 6 5'O.C. PWREO CONCRETE OR CREPE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL or REQUIRED' 2'x4 OR 2'x5'x1/8' POURED CONCRETE.OR 5•x3'.1/8'6063-T6 COM. _/41 ALTERNATE 3/16'ALUM. T 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP f8VEf5 0.5'O.C. OGLE• REQUIRED AT R! STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING 'SECTION 5 INSTALLATION SECTION 6 MAX.A.S.D.,DESIGN PRESSURE RATING•° +66.0, -66.0 PSF W MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0PSF n5 Cs 5 9 W I n 3/16'ALUM.POP RNETS'O ' MW..SEPARATION •s - ta'O.C,BOTN§IDES '-- TO GLASS (SEE SCHEDULE ON SHEET 13) a c S ALTERNATE LEG 1 Or h / E0. E0. ' &ANCHOR ORIENTATIONT WNNE�ION C3 / ALTERNATE LEC (SEE SHEET 13) &ANCHOR ORIENTATION 1/4.0 x 3/4'TEKS SCREW W/ POURED CONCRETE 0 5/8'WASHER'OR 1/4'x 3/4' aml CONCRETE BLOCK WDLL BOLTS.W/NUTS&5/8•WASHER.* v REQUIRED 4.O.C. u BUILD—OUT FACE MOUNTING INSTALLATION / a SECTION 4 (=��' o Q 1/4'0 x 3/4'TEKS SCREW O POURED CONCRETE OR� EQ. EO. &RS//¢•WASH/4'ULER O BOLTS W/NUTS CONCRETE BLOCK INSTALLATIONS DETAILS INTO CONCRETE BUI dj1TT a BMOUN ING INSTALLATIO .CONCRETE BLOCK ``., _ SCALE N.T.S. ,� '�•L,;1 (001IM FLORIDA BUILDING'CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * *.•• NO.'4416`' • 20nuECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D BY: E.D. _,EDGE DISTANCE WL 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET'13) FOLDING SHUTTER CORP. 07/70/17 ; IL E C O�N�. DATE IN ANY WAY TO SUIT ANY INSTALLATION. �^r 'rt. ,, 7aas NEY61REEf PLACE �-,�•,•../4�g R 444 TIWT TESTNG&ENGINEERING COMPANY WEST PALM BEACH.FL 33113 1 SEE LIMITATIONS FOR®'ON.SHEET 2 ., 1 a1aHr.wu.aL,sr.gym,VApW 4AIDFN4 n sltw 17-082 _ `\ Rte,,(x1sr-tS]o..ra,(]mpn-tut PH:780a-643-&]71 s \�LLLL' o k G0tecoGoB.com —Jo10ingxhutt=m DRAWING No �� WALTES ER A TILUT 3r.P.E. �m oN ort P.E.:$EAI:/9CNA�VRE/DATE' .FLORIDA Go.8X44167' ao U-Ota m/aa/" SNEET 6'OF 13 IIF^ RAIN.E.D. POURED CONCRETE 'cm&MWN CB -- REQUIRED (SEE SHEET 13) 0.060'THICK.S.S. ROLLER HOU Sl�jOPTIONAL RAIN HOOD AL) (NON-STRUCTURAL) (2)NYLON Y' ®10.3•S.S.S.M.S. .S.M _W/.1/2'o 0.655.0(TVP:). 3/4•LONG NYLON BUSHINGS ROLLERS (Typ;TOP)AND l'LONG'(Typ. I 8 BOTTOM);EXCEPT AT ROLLER HOUSING.(1YP.) #10x 3•SS.S.MS.W/ 0.373'LONG.NYLON I J/16'ALUM. BUSHING W/A 0.150' ) i POP RIVETS, I LONGTOP SECTION 0.500' ( = O 18'O.C. O.D.AND 0245'T.O.AND L CONT 0.16310.2700.0.030' 0.223'LONG BOTTOM 1 CONT,ULTPA0, WEATHER SECTION 0.320'O.D.ANO ,STRIPPING EA.SZE(TYP.) 0.245•La., I I. '1 or 2r (IYP.) I I MIN1.SEPARATION or N 6 ®tO � H I TO GLASS H (SEE'SCHEDULE X70 GIASSON I I "' ON SHEET 17) '(SEE SCHEDULE I Of .!C ON SHEET 13) ,r^2,1 I �.' MIN. SEPARATION 1 `C7 1/4'o.:1'7EK SCREW OR TO GLASS $ei t 1/40-2070•S.S.MS WITH SCHEDULEOPTIONAL RAIN GUARD : 1 or (NON-STRUCTURAL) INUT&'WASHER O 4'O.C. ON SHEET 13) I[—(SEE ALTERNATE 3/16'ALUM. IV POP RIVETS O'S'O.C. I OPTIOruL RAIN CUARD AT RFR2R, AT $ .1 (N0N-5TRUCTURAL) n� Q I n 9 ALTERNATE LEG n ALTERNATE 3/16'ALUM. 1 ;0 LOCATION WOHL ny 3 AT •M O 5,O.C. 4 Y n s 3/16'ALUM.POP RIVETS ANCHOR 1 CONNECTIONy O 10'O.C.BOTH SIDES (SEE SHEET 13) a 7/16'ALUM.POP RIVETS O.C.BOTH SIDES E0. EDGE OF / EO.. APPLI(CABLE // EDGE OF . POURED CONCRETE ;SLAB IF REQUIRED CONNECTION C6 _ APPLICABLE (SEE SHEET 13) SLAB E0. E0. / REQUIRED- MIN. EO RED OOUREDC NLRETE POURED;CONCRETE •MIN.E.D. REQUIRED COHNEM T Ce •MIN.E.D. •MIN.ED. (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 SCALE: N.T.S. 11111 ��T�':• Q +'\\7 S � FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) �1 NOTE FOR COMBINATION OF SECT10N5: * e IVO• 41,67 ®son T6TEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR"wN E.D. - EDGE DISTANCE N , 1- MOUNTING.SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS:ON SHEET 13). •�1 07/lo/t7 IN ANY WAY TO SUIT ANY INSTALLATION. - IL E G O',,,. FOLDING SHUTTER CORP. DVE •� ST . 7088 HEMSTREET PLACE v/ '• EA. T1WT TESTIXO h ENGINEERING COMPANY WEST PAW BTACIU FL 33413 )7-082 �0 615!fir.]ON:54.SU.]00.WRGhI�WmO1S:M1 33100.Q 81-169.Io:(160)91-191 Ni:1800-643-6771 t SEE LIMITATIONS FOR®ON SHEET2 �3''•••• IH tilt..O.W.— �.m.i0161n80H6lt.n..06m GRAVING N. S�vywAL` T1 1 WALTER A1nWT1Jr.P.E. �a •..P€OI ALIgGNATURE/OATE FLDROA U..0 44167 aiD,O-a,. mra/n m SHEET 7 OF 13 PoURED CO.CR _7 ON CROUTED CONCRETE / 6,pOp'wyl. BLOCK WALL REQUIRED/ ( SGL MAX. B -SPAN TUGE.PER SCHEWIE NlCHORS OYP3(SEE SCHEDULE) X / X TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOPER BOTTOM) Tk (6)1/4',3/P TEKS SCREW - -------- ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS AT r o.c Lm+rmDww.r. O. .O o - _ - o o I MAXIMUM SPAN LENGTH EA..END .PER .END OF TUBE SPAN TUBE PER SCNEDUm .. aoe]-Ta Auer - - --------- - 'TUBE 'PRODUCT .0 0 0 0 - SIZE Spm TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM mPa EO+3 1/4•A,]/4`TEX ScAEw , 1n•M. TUBE TUBE TUBE O 6.O.c- // L ••4' ],r.« 60" 106.0 13 8 1111/!1 LANGLE OW 76 1 IFNGEN 606]-TIE SCH ALXOE / OE3-TB ALUM.LE ANGLE (sEE�samullq Ism samuNE) � 2"X4"x1/8" 96" 85.0" 17 10 ANGLE '; 144" 69.0" 13 8 'ENCfH ) 80' 117.0" 17 10 6003S-•�Fcn OI 2"X4"x1/4" 96" 110.0" 21 12 Ism sCHMORU � ' w E L 0W'3 144" '91'.0" 21- 12 - SPAN TUBE LIN 80' 109.0' 17 10 TYPICAL ELEVATION (TUBE AT TOP) SPAN TUBE MOUNTING INSTALLATION 2".5"X1/8" 96 100.0" 21 12 SECTION X 14.4" r ANc 1s 81.0" 17 10 (. AWSPAN TUBE 1T1: 4 D.DTP3 2 NLN 80• 124.0" 21 12 E. I 1/2- 2".6'x1/8" 96" 114.0" 21 12 �i 144" 93.0" 1 21 112- y•a•«yy"« y i4.w y.�.arv VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 3•,211/41 LENGM ,0,_76 ANGLE �t Y� Sn1V411ExxrN SHUTTERS HEIGHT ABOVE.&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN 6o9s-r6 AEow.NttaE SHOWN ON TABLE 1. Ism Ys / Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) / TUBE' MAXIMUM ALLOWABLE TUBE REO'D-ANGLE NUMBER OF ANCHORS 1/4.4 r3/C TEK scAEw 0 0 0 o o\ PRODUCT o(•oc - ------ ---.--_,- SIZE SPAN SPAN LENGTH EA END PER END OF TUBE 314'«313•« SPAN TUBE PEA SCHETNIE - ------- ---------- ]121,/a',LENGM 6063-TB ALLOT m63-r6 AL-ANGLE 60" 76.0" 13 12 • (Sm SCHEDULE) (6)1/4•,3/Y TEKS SCREW 8 SPAN,VBE PER SCHEDULE 2"%4"x1/B" 96' 60.0" 17 15 6.000•MAL AT.2.O.C.LONCIFUD LLY. .•YN.SPAcHc ICRETE sm Scmwu) BUINEEN ANCHORS OTP.) 144" 48.0" 13 12 OR cROPwU1E�D CO RflE (2)Ro'AS OF-1/4.4 TAPCON6 BLOCK-ALL REQUIRED - A+aORs(M.)(SEE SaEDem) TYPICAL ELEVATION r s. BE AT BOTTOM) 80" 87.0" 21 18 sr+Lc (TU SPAN TUBE MOUNTING INSTALLATION 2"WXI/4" 96" 79.0" 21 18 SECTION Y 144" 65:0" 21 18 (B) -B.C.L3/4'CINC 7pts'SRc'lT 'Ar 4-1/r ED. ruBE LENGTH AT 2•o..LONTmmxALLr. §Y,4•ac 3.06«s•LUM.µ• OrP,) 80"- 77.0" 17 15. LFIN4TH(08]-T6 ALUM./NGLEF)(NC In'M. _ (3)RENS OF 1/r. .(SEE SCNEDLAE) I 2 X$".X1/6" 96_ 70.0" 21 18 ig TAPCOAS'ANCRS TIrP.)(SEE SCHEDULE) ,fl E 144" 57.0' 17 15 g 80" 1 88.0" 21 18 e 2"z6"x1/8" '96" 81.0- 21. 18 `. Z. Z d144" 66:0 21 18 1y INSTALLATIONS. DETAILS WJ SPAN TUBE INTO POURED CONCRETE (S6L.E000•PLNAL1/41 3/4•TEK SCREW N o , - E)A/M�y/�/n//rPE+R:SCKmULE OR GROUTED CONCRETE BLOCK W ALL o SCD0 0o=o W SSSS----SSSS-- SPAN • ( SCALE:N.T.S. O O O NAX..AS.D.DESIGN PRESSURE RATING :G72.0 PSO O /1 ll «a LENORN 6ow-r6 %e .(5 1&1 FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) ALW.ANGLE (SEE SONEDUE) 0 2017 DLTECO INC. aT I No.44167 TITAN IF FOLDING.IMPACT PROTECTIVE SYSTEM DRAWN By' 0/17 POURED CONCRETE I Em6c �' ! FOLDING SHUTTER CORP. °'/2TE 04 CONCRETE fA 'IN E O INe. DATE BIOCX WALL REQUIRED 3.e«31Y 31211/4• 0 1., •Q TILUT TEING h ENGINEERIN°CONPANT 7089 HELSTREE7 PIACE V,% WEST PALM BEACH.FL 33413 17-082 (0)1 4',]/4' SCREW IFNGM m83-16 FAUN.ANGLE TYPICAL ELEVATION (TUBE AT MIDHEIGHT) ) A 4,, lA "S3„",,,°,'"(' ,°�,'0S�•`;o"'A(G,c,"ADpE,",s_„R.xN 0 PN:78DO-e43-637( Ai 2/O.C.LO'GRVO2wLLY• (Sm.SdmUIL) ..".. ,s '��V[1 ••.... \�NN1 - n:°RttoOad.com m d6ngahutt m DRAmxG Nn SPAN TUBE MOUNTING TUBE MOUNTING IN�A��ON V E. SECTION.22 T SEE LIMITATIONS FOR®ON SY.EEf 2 ' 'p.rWALTER AOTLUTEJr.P.E. "'P.L..$,• SIEyyAllti{E/DATE FLORIDA U.,0 44167 «/mnT m SHEEP 8.OF'13 o.1 3/4' MIN.E.O. - TA000NS/CRETE-FLEX y (SEE SHEET �E)MNG CLASS ANCHORS O IB•O.C. 13) EXISTING STRUCTURE YW.E0. IX6TING -(SEE SHEET'13) E1fIS'fING5.738•(nPJ STRUCTURE / STRUCTURE s/e i n/RE DEG.Ho �' \ 3/Ifi'POP-RIVETS OR O CENTERPIECE FOR 1/4'0-.1 31e ie��o.c3/4•TD(S o 01'P.) '7 TAPCONS/CRETE-nEx / \ ' ,I 5. ,I 1 ANOWRs o 16•o.c- /16'PoP RIVETS 3 or UT or T or A)t OR1/1•.7/Y TE16 0 1e o.c WALL FACE or 1A T W r END CONDITION, 1$ sD.o Ro.D ;W o.o• 3 90.013/16-POP RIVETS,OR / 8 4 SH R WN 1/4'.3/4"-TEKS o / Is.D.C. i (LEVERSRqR)R pR V OR EXTERIOR (SEE N01E 1) (2)NFe O.C.o b_AN/FOR UP TO \ YIDSPAN FOR UP ro 1. SPAN (J) s�o so• SPAN h(3) O"30' O.C.01605PAN-FOR UP �3 HORIZONTAL SECTION 20 Ot 144' �(TM ,8 SCTO1Y4'S 994 INSMUMS 'a / SCREW MAY BE NSTALIED NORGONTAL SECTION INFERIOR OR EXTERIOR (LEVERS EXIERICR INTERIOR OR EMERIOR) (LEVERS IMFR) /16,pop RN ) ) OR EX7680R) OR 1/4•,3/4• 2•.2'.1/8'CONT. TEXS o Is"o.c *MAY VARY AT LAST SLAT AT TRAPPED INSTAWTIONS 4....OR n W63-T6 Aum•AN� TAP GaHiGRETE-n ER YIVIIV 4 OR t SEE.(IMRATIOl15 FOR IO ON SHEET 2 ANCHORS o 1B•-G.c.To SHO uPcoN/catTE-F LD( SHO WN 3 E OSTNG STRICTURE ANCIORS o.18.0.c.To DUSTING STRUCTURE BUILD—OUT EX nNG STRUCTURE /2 6063-1/6-COM. 6ofis-76 Attw uN¢E END CONDITION \ E0. E0. \-3116*POP RIVETS OR 1/4.1A,3/4' SW 4l D]STUNC STRUCTURE END LOCK ANGLE Tµ '312'Bolas w/ END LOCK ANGLE NIfIS O 12'O.C. NOTE 1 HORIZONTAL SECTION HORIZONTAL SECnON 2'.2'.1/8'6063-76 1/4•A 3/4•'7EK ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR. CONT.ALUMINUM"BENT ANGLE '-1 sa6:ws ATTACHED ro ONE (2)0O 30'O.C.O .CQ/IFAPIf:CE O.6'O.C. INTERIOR.CENTERPIECE®OR` , INSERTED'INTO THE BOTTOM OF EACH ALUMINUM-LOCKING TUBE�, A ]BOSPAN,roR u�ro 95• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN#(3)09J o w• 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE®AND SECURED o.c.o w°SP R'Uv INTO IT WITH A 0,120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL.BE 0.363" DIAMETER WITH SCREEW'UAAY BBEE'ISTTAATWm A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR D(TERIOR) OF THE TIP A SQUARE, 0.475"x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT'THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE.@8 A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE' a SHO (1)PIECE, 1.375" LONG, WITH 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- (LEVERS"MROR '3P DEEP BY b.188" WIDE CHANNEL TO'RECE�IVE, THE THERMOPLASTIC COMPRESSION LATCHING LEVOR DaEw°R) ER: soa• •�,1Ti' SOLID THERMOPLASTIC TIP INSTALLED AT CJ SHALL"BE ENGAGED INTO 3/8'W'HOLES DRILLED ON THE OUTER a (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVERS INTDAOR 4 OR o5 OR EXTERIOR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL T11,IN'`t'•�p, T�11j= HORIZONTAL gcnON •T+1 T(",.•"'�••"••.,•T�2_ FLORIDA BUILDING CODE.(High & Non High Velocity Hurcicane Zone) `AA ®2°17 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRNN w' END INSTALLATION DETAILS INTO CONCRETE. N .4aye- 's, 07/20/ATE CONCRETE BLOCK & WOOD (AS APPLICABLE � 11LIE C o INC. FOLDING SHUTTER CORP. DATE TIWT TESTING Q ENGINEERING COMPANYST PW BFACH.MElBEAMT PLACE WEST PAFL 33413 Q• •44' Pe".,(o-ml-1°]°.F,.,(wpTl-lm1 PH:1Boo-64s-6371 17-082 '2 R1 Hu.,��,'1,1A °ee Gl�l.Dc6000eoLRPm ....ramRywHu.AON DRAWING N. WALTER A TILL f Jr.'P.E �.P� .•.•..• / FLORIDA lie./.44167 ,n/m/Ia .� SHEET 9 OF 13 ' z+.. 1 3 ALUMINe'UM AN;E BUILD-OUf MOUNT PER SECTION 4,SHEET 6 A A (2)3/I6'POP'RNETS. 2'a 2'A 1/6' EACH LEG OF 2••2- ALUYINW ANGLE ANGLE, ANGLE LEG WAY FACE AS AYUY FELON OPENING {Ct ( OPENING'N0,ANp10F5 REOLARED 70,DST 9 i 1 STRUCTURE a 19 BULO-OUf YOUM PER.SECRaI 4,.SHEEP a (2)3/16'PCP RIVETS. EACH LEG.OF 2'.2' ANGLE ALTERNATE WALL EXTERIOR ELEVATION ANBD SILL o BO HEAD PLAN VIEW A-A YOIIM LES FOR ONE—� OF PRODUCT OR BOTH.ANG (2)11/4•o A J/4• li OPTIONAL SIDE ANGLE TEKS OR 7/16'POP LV 1 1/2'r 1 1/2'.•,1/B'.0'-2' (FOR SECTION 4,SHEET 6) RVETS PER ANC%7o MIN.ALVYINUY AN TOP 4: BE BOTTOM OR TO WALL(2 REOUInD) (2)1/4'0 TMCCN/ CRETE FIE%ANCHORS FA'1N-GE TO SLAB 0 e ® 1/4'0 K 1 7/4' TAPCONS/CRETE-fEIX LQI O ��'PIECES L, O7 BE MT ANCHORS O 76'O.C. ".SpD• 7/16'POP RIVETS OR EXISTING STRUCTURE .� cpOp 1/4'K 2/4•TEKS 3 'O 12.O.C. 3 1/2•MIN. CORNER POST i ZI ISOMETRIC ��C0110f�TE =I SLAB (TTP.AT TOP AND BOTTOM SLABS) END PIECES NAY BE.MT 1 y Z .END OR L END TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECDON 1irF/ihJJJ/yJpp�� ••'(.�(�. 7�1C J yr.... \\ J I1 �� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone). ` ?• frj).441 G j .: 02017 RLTECD INC. TITAN II'FOLDING IMPACT,PROTECTIVE SYSTEM ORA6N' END INSTALLATION DETAILS INTO 'CONCRETE, W.L 4r CONCRETE BLOCK & WOOD (AS APPLICABLE : 11. E C o AML. FOLDING SHUTTER CORP. °' " • O f� I.//lCp \• TIWT TESTING&:ENGINEERING.COMPANY7068 MFMSTRFEf PLACE. R 1 L ee_��''%+5Lt asss o�sLmai..lw�..vrw�ona a�wztmf�'71ea 'WEST X643 FL 17-082 �V� /1_PIAL�+Y811;•A - al:IOleca0a01.00m v..,(ownganwen.<0m GRAVING N. 'ALTEREBA.OOOBR Jr.P.E. o.n P.E:SEAL/WATURE/DATE FLORDA U0: (t 44167 m u-oN mJm/n . EET 24 OF 13 WALL F1164 OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FINISH 0.0sa'mlcK ss. #10x3'ss.SMS.W/1/2'9.3/4' g LONG'NYLON BUSHINGS(Typ.TOP) CON?=nDN C2 +{r ROLLER HOUSING AND 1'LONG(Typ.BOTTOM).EXCEPT AT,ROUER HOUSING(TTP.) 'p3• A O060'THICK S.S.ROLLER HOUSING (2)NYLON OPTIONAL RAW HOOD 'ROLLERS '1 (NON-STRUCTURAL).. 0.855'0,(TYP.) s 2'x4'-CONT.WOOD I 3/16'ALUM.POP O! MHN. HEADER REO'D. #10 x 3''S.S.S.M.S.W/0.373'LONG NYLON CONT. RIVETS:O 18'O.L.BUSHWG W/A 0.150' 0.163'x0.270'COnl76.Rgl1 C7 LONG 70P SECTION0.50G' �A.030•OA.AND 0245'iA.ANOULTRAFAB0223^LONG BOTTOM WFAt1 0lSECTION 0:320'O.D.ANDur0.245'MI, SIDE PM,)FA. tc3/16'AWM.POP (TYP.) � RNETS,O 18'O.C. MIN.SEPARATION 2'x4'CONT.W0ATION a B TO CLASS HEADER REVD. I TO CLASS N (SEE SCHEDULE- 0 ! Or (SEE SCHEDULE I or N SHEET 13) t ON SHEET-13) r W 214'CONT.'WGDD PLATE REQ*11 I WALL FACE MOUNTING INSTALLATION w $ SECTION 2W (TOPI a JCRDN C1 WALL FlNISH WALL FACE MOUNTING INSTALLATION'. .SECTION 1w INSTALLATIONS DETAILS INTO WOOD '��AAAuiui.,y., 11'r �1 ,_ E _ ✓";:, FLORIDA BUILDING CODE.(High h Non High Velocity Hurricone Zone) 1 SEE LIMRARONS FOR®ON SHEET 2 ( ?; 02017 nLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRu1N e1 NONQTES: .44167 M.L. NOTE FOR COIABINATION OF SECTIONS: 07/20/17 1— FOR.WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO �p: A IL EC O,Mc, FOLDING SHUTTER CORP. DUE BE HAVE A MIN..SPECIFIC DENSITY OF 0.46 OR EO UAL 1—MOUNTING SECTIONS CAN BE COMBINED ' 9 O TILLIT TESTING h ENGINEERING COMPANY 7086 HEMSTREET PLACE- IN ANY WAY TO SUR ANY INSTALLATION. / ams Nw.xe.s4 S..N..rvRmoA wows,r<33145 WE3r.PAUJ BEACH.FL 334131a oe...LspsNn-, . :<JOaM _U]I PH 1e00 eu 6371 1.7-082 9-moa:Ulte<o00W.e0m ....rwm Mutimn.com DRAWING N. 1.,t EB- SALTER A T"UT Jr.P.E. •' /GATE FLORIDA Lla 144167 aD u-au w/]qn, xn SHEET 10 OF 13 1/4'0 x 3/4'TENS SCREW OR 1/4'x 3/4' BOLTS,W/NUTS&WASHER 0,6"O.C. / 1 4'x8'(Nn.)-EXISTING WOOD BEAT/ , REQUIRED.STRUCTURAL ADEQUACY OF SKIED BY EGI BEAM TO BE CERTIFI\ ENGINEER OR ARCHITERED CT 3: ENGINEER OR ARCHITECT PRIOR WALL FINISH Roo6 RHOUSiF ? SEE LIMITATIONS FOR ®ON SHEET 2 TO PRODUCT INSTALLATION. / E 2'x4'CONT. ACOXNECTION G j w'OOD.HEADER\, OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: / REOD.�` ED. EO. (NON-STRUCTURAL) T- MOUNTING SECTIONS CAN BE COMBINED OONNEMION Cu• 8 LONG] LO S.N.S. GS 1/2'0.x P) IN ANY.WAY TO.SUIT ANY INSTALLATION. ;LONG NYLON BUSHwGS(Ty0.TOP). / . AND 1'LO.-s'.E BOTTOM),EXCEPT' All AT ROLLER HOUSING(iYP.) \IjS` - OPTIONAL RAIN HOOD (2)NYLON a 1- FOR WOOD,FRAME CONSTRUCTION: WOOD MEMBERS TO / (NON-STRUCTURAL) --�---- I- ROLLERS BE HAVE A MIN. SPECinC DENSITY OF 0.46Kiln OR Eq UAL 7/18'.AI.UW I L -JJ 1 L�'_�_-" I 8 .POP RIVETS, L70 x 3'S.S.S.M.S.W/0.373'LONG NYLON ALTERNATE_E. O 1B'�O.C. BUSHING W/A 0:150'LONG TOP SECTION I 3/16'ALUM. I LOCATION CONT 0.500'OZ.AND 0.245'T.d.AND 0.223'LONG I POP RIVETS, (SEE NOTE'') 0.163'x0270"x0.030' E BOTTOM SECTION 0.320'O.D.AND 0245'Ld. I O 18'O.C. ULTRAFAS.WFAMETt flyp.) MIN.SEPARATION s I STRIPPING EA SIDE TO.CLASS (TYP•) I I @.Of 'a t � (SEE SCHEDULE I ON SHEET 13) �1 MIN.SEPARATION I I I ) Or, t MIN.SEPARATION I I (SEE SCHTO EDULE I I 'a TO GLASS ! or h (SEE SCHEDULE ON SHEET 13) ON SHEET 13) ALTERNATE 3/16'ALUM f 1 Or Q� t ALTERNATE LEG OPnO.WLL PAIN GUARD I I Cr a1 t POP RIVETS O 5'Q.C. _ _ LOCATION ALTERNATE,EG AT REAR. i '-l�I fC-�i '.��_ EE NOTE) (NON-STRUM LL JJ NOTE.•) I I II i, II I - �- ____._r_- II POP PNfi53/16"ALUM 0 5" C. � I II L��J II I I II 1 Imo ' AT REAR. WOOD PLATE CONT1 F_____ ____�y_____r_� II n3 i REO'D. I 1 it n g. IJ______________ ___________ o •� 3/16'ALUM.POP RNE75 d / \ n I 9 ______________ n - O.10'0.C.BOTH SI w n 3/16'ALUM.PCP RIVETS ®10'O.C.BOTH SIDES u 2":6'MIN.WOOD 0, EO Q. 1 ,S I 1/a•0 x 3/4'TERS SCREW (No FINISH HUINLowED) WOOD CONT. 1 1/4'0 x 3 4 TEKS SCREW W0�Pam 1 +1 I OR 1/C.'3/4'BOLTS W/NUTS 11 /" REO'0. 1�t 1 &-5/8-WASHER O 1-O.C. W 4-/X§ WASHER OR (1 ( WTQIECt10N(b 1 I O/4'z SHE BOLTS D.NUTS& COMM"G I � 5I8'WASHER 0,4'O.C.CONNECTIONNI caio 2'MW.ED. 2'WN.E.0.WALL FINISH / 11 WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWT1/MO` EGM) SECTION 7W Y� Q` t/ ._ FLORIDA BUILDINGCODE(High & Non High Velocity Humicone Zone) NOTE,• ;ALTERNATE LEG LOCATION,AND ANCHORAGE TO WALL SHOWN DOTTED e ®2017 TILTECQ INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ONION BY: o.44167 INSTALLATIONS DETAILS INTO WOOD /3 IL EC'O(aa, FOLDING SHUTTER CORP. 07/DATE 20/17 SCALE : N.T.S. T 5• '^ L! Q TILT TESTING&ENGINEERING COMPANY 7089 HEYSTREET PLACE • i /'`'(�.;, eau.xx.xn DAL.t..wG.vsaa Guma.n a1,w WEST PAY BEACH.FL 33413 17-082 O/T/•.'' .<ORI �v t1 cw�:(xG)eT-,S]0.Im,GWP),-,Sl, PK 1800-64.3-62171 S' �•.�� LTL a-mxEB 000671Bal.ccm m.TckFng&hDRAMNO Na uttvm. WALTER A TELT J•:P.E. °� �It/DATE FLORIDA Ue.144167 wRWn SHEET ii OF.13 MIN.SEPARATION T TO G1755 zd� WN.SEPARATION In (SEE SCHEDULE1 TO.GLASS Or t h i UN SXEEr13)1J). (SEE SCHEDULE ON 5lIEEf 13) 3 w ! Or � N{ OPTIONAL RAIN GUARD _ (NON-STRUCTURAL) M I/4'0 x 1'TEK I. + ALTERNATE 3/16•ALUM. . SCREW OR 1/40-20•x1" POP RIVETS O S.O.C. S.S.MS 0 4 NUT& AT.REAR. x� _N 3/,6•ALUM.POP RIVETS WASHER O'4'O.C. I r n 3 O 10'O.C.BOTH SOES EDGE OF SLAB 6 APPLICABLE _ EDGE OF STAB ALTERNATE LEG&I. r CONNECTION C'7 IF APPLICABLE ANCHOR IOCATIDN � - (SEE NOTE r1�-{iv( - \1 2"a8•'MIN.WOOD __•M•.___ DECK REQUIRED _ (NO FINISH ALLOWED) }N �05 EDGE OF SLAB IF EDCE:OF 2"LAN.E.D. APPLICABLE �- SLAB IF 2"WN.E.D. �;. APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION - — SECTION 7BW (BOTTOM 1 WN.E.D. 1'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 2"x6•MIN.WOOD DECK REQUIRED 1- AMOUNTING SECTIONS CAN BE COMBINED (ND FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION NOTES: PLAT REO.W0°D—\ (SEESCHEDULE SECTION 7AW (BOTTOM) SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF GAS OR EQUAL 1 WALL FINISH (3) 2 I ' IN E Q 2• PRESSURE2- SEE SECTION dLWSPANS W FOR MAY-A.S.D. DESIGN \ 1'x 4'.1/e' or t o SCREWS W/2 1 2'MIN. MIN.E.D. W � PENETRATON AT GIDWIDTH (27 OF ON AT/TRUSSES t' 4'6 CONT. o ALUMINUM TUBE } .+— 4 ` 1/4"x4'(6063 TG)FIAT —EXISTING 2%WOOD ` PLATE W/1/4'0 x1'TEK TRUSSES OR•RAFTER .27x4'WN.WOOD SCREWS 0 6'O.C.IN AT 24'D.C.MAX. STUDS 0 16'O.C. BETWEEN.'TRUSSES OR OO ,500•' I4'(606J-76)FLA7 PLATE W/1/40 x1'TEK 'o SCREWS 0 4'O.C.W (2)1/4.0 TAPCON OR 1/4'0 CRETE-FLEX BETWEEN TRUSSES' ANCHORS OR{14 NDS WOOD SCREWS OR 1%4.0 ' B EDGE(IF APPLICABLE) NDS LAC SCREWS AT MIDWIDTH OF EA SfUO W/ �1g 2.1/2'Nin.THREADED PENETRATION INTO WOOD GG7 (2)NYLO�i 1/4"MAX.PLYWOOD EXISTING SOFFIT STUD J1 -ED. I SCREW:1/4'0OR 4'TEK 0 x 3/4• ROLLERS ( Q10x3'S.S.S.MS.W/1/2'O xJ/4'LONG �` —I -�-CEO.. SS.BOLTS W/NUTS h O.B58'0(TIP.) NYLON BUSHINGS Mp.TOP)AND 1'LONG Ti, 1/4'0 r J/4'TEK WASHER 0 6'O.C. B10:S S.S.S.N.S.W/ B Y' ( .)BOTTOM),EXCEPT AT ROLLER HOUSING 1 SCREW 0 6'O.C. O.AS'LONG NfLON MOUNT TO WOOD STUDS MOUNTING INSTALLATION 6USHINGW/'A 0.150- LONG I .163 ! INSTALLATIONS D'E�GA_ ' t •'�:- SECTION 14W (BOH MI. 01). TOP SECTION 0.800' 0.163'x0.270' ` A O 0.AND LONG OTTIA.AND 0.030' 0.223'LONG BOTTOM MIN.SEPARATION ` 1.(/.. MA%. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF OLTRAFAB ' INTO WOOQ� om` . SECTION 0.320'O.D.AND TO.GLASS - WEATHER ` ! P•,.•'•••••••••• �1 0.24 IA. (SEE SCHEDULE I SRtwPINc'FA or 1 I LENS• �! " FLORIDA BUILDING CODE (High Non High Velocity'HurcicOne Zane) (TYPO ON SHEEP'13) ST RI(TIP.) l7 SCALE N.T.S. I 02017 TILTECO Ina TITAN II FOLDING IMPACT.'PROTECTIVE SYSTEM CRON By' No.44167 Y.L. • 07/20/17 IL FEC-0,,,. FOLDING SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION. ° ' �j��J(� k+ TIWT TESTING h ENGINEERING COMPANY 7GB6 HDMMEET.PUCE '• V` ••,I. 11 em Nom.— -—l0.S vWawn GlmOq n 11166 WEST PAW BF- R J3413 SECTION 8W ,(TOP) �.cfS• 0 �� :H7666],_6]b..a.:1666J3T,_,11, PH:,a,Do 64J 6J7, I�—oaz 6-mon:REM. !F_ _./o1,Rnq mNA,b... CRANING No EB- 719 MAX. A.S.D. DESIGN PRESSURE'.RATING'+60.0, -60.0.PSF •t WALTER 0.jl T In P.E. nn ,mow GjYOURE/DATE FLORIDA Uc. 44167 m!A/n m SHEET 12 OF 13 Ar MAXIMUM WIND PRESSURE (p.s.fJ CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE. AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOR &'BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE &-CONCRETE'BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE 'wmuu suis srwvs.Q �,�mc� STEEL WOOD . WIND �� CONCRETE CONCRETE BLOCK - - - - - - FRRsu� PosmvE NEORTnE E TOP .CON. ANCHOR ANCHOR TYPE ,ANCHOR TYPE ANCHOR ANCHOR (*/-1 PRE=RE PREssvRE a LwrTGu CONNECTION ANCHOR, CONCRETE CONCRETE BLOCK 0..1 0-1 TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib/ft A B C - A C E A C F A B C A C 60.0" 60" 88 Ib/ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 35 psf. 100.0' 700" 146 Ib ftC1 6 473LB/FT - 4.18.LB/FT 236 LB/FT 202 LB/FT 383.LB/FT 432 LB/FT C1 9 417 L&FT - 388 LB FT - 34 LB FT 144" 144' 210 Ib ft - F142LB 6 461. LB/Fi - 418 LB FT - 202 LB/FT12 387 LB/FT _L 166 LB 60.0' 60" 100 Ib/ft C2 9 456 LB/FT - 362 LB/FT 250 LB FT 100'LB/FT 318 LB FT 380.LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100" 167 Ib/ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 Ib ft 6 525'�LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT'353 LB/FT•443 LB/FI 6 502 LB/FT - 419 LB/FT - 2B5 LB/FT 60.0" 60.0" 115 Ib ft 9 390.LB/FT - 309LB/FT 157 LB/F.T 134 LB/FT 257'LB/FT 329. LB/Fi 80:0' 80:0" 154 Ib ft C3 6 496 LB/FT - 375:LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372' LB/FT - 309 LB/FT - 134 LB/FT 46 psf g% 97.0" 187 Ib/ft 3 813.LB/FT - 572 LB/Fi 326.LB/FT 304 LB/FT 418;LB/FT 631 LB/FT C3 6 469 LB/Fi - 375 CB/FT - 202 LB/FT 115:0 115:0" 221 lb/ft 9 466 LB/Fr - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/Fr - 572 LB/FT - 304 LB/Fr '144" 1 144" 275 Ib ft C4 6 592 LB/FT - 448 LB/Fr 236,LB/FT 202 LB/Fr 357 LB/FT 483 LB/FT 9 445 LEI/Fr - 370 LB/FT - 134 LB/FT 60:0" 60.0" 125 Ib/ft C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0' 8950" 187 Ib ft 3 972 LB/FT - 682 LB/Fr 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Fr 3 912 LB/FT - 682 L8/FT - 364 LB/FT 50 psf 100,0 100.0" 208 Ib/ft 8 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/Fr t43 L8/FT 103 LB/Fi 9 226 LB/FT - 224 LB/FT - 83 LB/FT 120.0" 120.0" 250 Ib ft C5 6 421 LB/FT - 334.LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 144" 140" 300 Ib ft 3 843 LB/FT - 670LB/FT 243 LB/Fr 250 LB/FT 432 LB/FT 311 LB/Fr C5 6 339 LB/FT - 334 LB/FT - 125 LB/Fr 60.0" 60.0" 13B Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 68.1 LB/FT - 670 LB/FT - 250 LB/FT 81.0" 81:0" 187 It ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207'LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf' 100.0" 11(6) 229 Ib/ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 474 LB/Fr 307 LB/Fi C6 6 332 LB/FT 378 L8/FT 323 LB/-FT. - - 120.0" 120.0' .275 Ib.ft. 3 663 LB/FT 756 LB/FT 646 LB/FT - - 137" -134" 330 Ib.ft 4 269 LB/FT 301 LB/Fr 183 LB/FT' - - 114 LB/FT 153 LB/FT C7 35F[ 402 LB/FT 244 LB/FT - - 152 LB/ 04 LB/FT FT 2 4 232 LB/FT 236 LB/Fr. 183 LB/FT - - 80.05;&.0. 150 lb 3 8 LB/ / C7 3 310 l6/FT 315 LB/FT 244 LB/FT - .80. 4 0' 80.0"' 200 Ib ft 2 - - - - - - - 305 LB/Fr 12 388'LB/FT .460 LB/FT 409 LB/FT s0 ps 100.0" 100.0" 250 Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8. $ 582 LB/Fr 691 LB/FT 61LB/Fr - - 115.0" 115.0" 288 Ib/ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/ff 6 777 LB/Fr 921 LB/FT 81 4 LB/FT 131" 128" 346 Ib/ft 6 982 LB/FT 1194 LB/Fr 819 LB/FT - - 530 LB/Fr 336 LB/Fi - 59.0" 59.0. 160 Ib ft 65.psf 92.0" 92.0" 249 Ib/ft 10 0100.0" .271. Ib ft -MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE ti SEE.GENERAL NOTE C.2 ON SHEET 1 1 123" 360 Ib/ft 60:0" 60.0" 175 Ib/ft ANCHORS ANCHORS MIN: E.D. MIN. SPACING 70 pst 100.0" 100.0" 292 Ib ft SLAT, HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC, C.BLOCK WOOD STEEL CONC. C.BLOCK W000 STEEL '-- -- - - --- HURRICANE ZONE -` 12Y 118" 374 Ib ft SPAN HURRICANE ZONE 59.0" 59.0" 187 Ib ft ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00 N/A N/A 75 psf 100.0" 100.0" .313 Ib ft 5'-10' THREADFORM TECHNOLOGY 117" - 114" 387 Iti ft AS LESS 2 1/2° 1" 2 5/8" 80 psf 113' 111" 400 Ib ft B 1/4"'0 x 3/4" SOLID SET 3.50" 3.50" 'N/A 'N/A 3.00" 3.00" N/A N/A 90,psf 107' 104" 424 Ib ft >5'-10" 100 psf 101" 99" -447 Ib ft TO 8'-3'. 2.5/8' + 1' 2 3/4 + C 1/4' 0 CREPE-FLEX 3.00 3.00" 0 N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87" 82' 484 Ib ft1/4" 0 ITW-BUILDER 130 psf 80" 76" 483 Ib ft >8'-3 3 1/2" 1"' 3 5/8" E TEK SCREWS N/A N/A N/A 1.00" N/A. N/A N/A .2.00" 1.40 psf 74" 70" TO 12'-0"'484 Ib ft F 1114 NDS WOOD SCREWS OR N/A N/A 9 N/A N/A N/A 2.00 N/A 160 150 psf 65" 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. 1L1`i483 lb/ft8lrfAeIlk J- 1 4" NDS LAG.SCREWS Psf 69"ST ��A.71�/ ANOTES, +.EXCEPT THAT 3 5/8" SHALL BE USED TI FLORIDA BUILDING CODE(High & Non"High Velocity Hurricane Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A 'FOR MOUNTINGS AS PER SECTIONS 3, ; �+ � ••.F••'•.•' ®201�mTEco INC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° 'H'By` GIVEN POSITIVE A:S.D DESIGN PRESSURE RATING. 4, 4A & 7A. i •M.L L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE E C O�N,. FOLDING SHUTTER CORP. �DATE17 I L T RATING. - • p TWT TESTING di ENGINEERING COMPANY 7089 HEMSTRET7 PLACE. .FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS '4•' Q; rav NW,aRn:st.s1.:m1&,agcrcn r+ArcnS,n„lac WEST.PAW DFACN,it A413 17-082' EQUAL.TO THE MINIMUM DETERMINED'PRODUCT f1••.• lj•. �• rn•..:eNxsmn-1aaG.r..:(wa1n1-+u1 PH:-11&0o-1&u-1&371 •(` IL - II:Ulteco0cd.cam' mr.IdQnganullen.com DRAWING No SPAN BETWEEN'L+'AND'L � t`'".•�9R{OP.�' ,t ®-0006719 o..T �.. . I WALTER A TIWr Jr.P.E. I,DaTE' FLORIDA lie.f 44167 m/ao/n m BNEET tb OF 13