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HomeMy WebLinkAboutProduct approvals Page ] of 2 i i ews"O'. !Lap t. J user ftmmum } "M ropfa j smarm SUMMMe 1 St=s FaCM t Pubs wbms J c-mm us sas sit.H8P 1 unix j seam, ) Product Approval usiaz:Pvbrx user > MMh>Boslirait¢n Lin>Mpw,sa.Deno FL#� FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foidingshutters.com Authorized Signature Ed Heritage edh@foidingshutter�� Technical Representative Ed Heritage Address/Phone/Emall 7089 Hemstreet Place `/ (/)/�(}�LE (..Oop'�11 West Palm Beach,FL 33413 5�683ngshuttem.om-4811 Ext 75 60 , vv�u`�-V�� : Quality Assurance Representative Ed Heritage REVIEWED FOR �n Address/Phone/Email 7089HemstreeLPlat��DE COMPLIANCE- West Palm209 Beach,FL T. � CIE COUNTY 13 (561)209-7b75 edh@foldingshutters.com :trig �a�. // Category Impact Protective Systems t •t r "Z�j Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received j i 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 12/31/2028 Validated By Troy Bishop,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER-CORP. TITAN II FOLDIN IMPACT PROT SYSTEM CERTIFICATION OF INDEPENDENCE 17 07 0 0-ppF Referenced Standard and Year(of Standard) Standard _ Jfsgt TAS 201,202,203 1994 Equivalence of Product Standards Certlfied'By Sectionsfrom the Code https://Www.floridab-dilding.org/pr/pr:app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 1/10/2020 1•lulltda ut,ujuing vuuu umme Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summery of Products F1 Model,Number or Name Desaiptitm 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 *17-082). Umtts of use• Installation InsbvLVons Approved for use In 14VHZ:Yes FL17080 R2 II FOLDING HLrrr R nap DRWr 17 Approved for use outside HVHZ:Yes 082-PQF Impact Reshiltant: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 Ioad.See FI 17080 R2 AE FOLDINr SHI rITE oRP TITAN 11 sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluatl^n R port 17- 0725 01 DRWG 17 0 PDF Created by Independent Third Party:Yes 6edc next Contact Us::2601 61air Stone.Road,Tallahassee FL 32399 Bwam e50-487-1924 "a State of Florida is an AA/EED employer.Gwrlaht 2007-2073 State of Florida.::ErhmOLStRtermn ;:4oras.Ibilk„stet! M::Aetund�temeM Under Florida law,email addresses are public records.If you do not wand your e-man address released In response to a public-records request,do not sen0 electronic man 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 emall address H th ha"one.The emalis provided may be used for official communication with the'licensee.However eman addresses are public.etot .if you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public To determine lf you ane a licensee under Chapter 455,F.S„please dick � Product Approval Accopta: 13C Credit Card i y I i i I i j 1 I h s://Www?floridabuildin .or / r/ x a dtl. x? p =wGE nP .. g P P _ PP_ asP ram P . Qgv2aBQPHPQ(Q.. 1/10/202Q GENERAL NOTES' 1.TITAN II FOLDING.IMPACT PROTECTIVE SYSTEM SHOWN ON INS PRODUCT EVALUATION DOCUMENT(P.E.M) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46'MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6thEDITION) OF THE FLORIDA BUILDING CODE THIS FOLDING 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 fTW/BUILDIX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR d 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.RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPOON OR 1/4"0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX; (A.S.D.) 1/4"0.NDS LAG SCREWS INTO'THE WOOD FRAME UNIT SHALL.BE 1 1/2-FOR Cl THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2-FOR C5, OR AS INDICATED ON WOOD SECTIONS ON.SHEETS 10 THRU 12.NO THREADED INORDER TO VERIFY,THAT COMPONENTS&ANCHORS ON THISP.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.NAT-USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1:60 WAS-USED FOR-VERIFICATION _C.2)MINIMUM EDGE DISTANCE-OF 1/4"0 TAPCON OR 1/4"0 CRETE-FLEX-OR#14 NDS WOOD SCREWS OR 1/4'0 NDS_____ OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. MALL,ANCHORS SHALL BE 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 CA 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 8 10 x 3-, 410-HT,MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITW BUILDEX TEK SCREWS, W/FULL THREAD PENETRATION. STRENGTH &-187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED)WITH 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 D.1) MINIMUM EDGE DISTANCE OF TTW BUILDIX TEK SCREW 1'. FOR 6063746.ALLOY AT SLATS SHALL BE Fy=25.9 ksi. 4.ALL SCREWS TO 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 ITW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 3.5 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. BUILDIX,INC.TO MIN. Pc-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'SCUD SET,AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS TO MIN. Pc-3000 psi. LASEUNG 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.f'C=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 BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.O.)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-SOUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR'S 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 SHALL 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 TAPCON/4' O ADVANCED TH EkDFORMDISTRIBUTED TECHNOLOGY; S MANUFACTURED BY I.T.W..BUILDIX,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'SOLD SET,AS DISTRIBUTED B1'ALL POINT SOL1O SET ANCHORS. PREPARED R. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES 1 LLFfIf������*">+ 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'. 111$$ 1 R 11(�"�' PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE (E.D.)SHALL BE AS PER SHEET 13. 1`11�Q� •CEN...`/I ,A .� St 9 - B.2) 3/4"SOUD SET ANCHORS.SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT. NO A `- 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 4.4416 •.. -< ®2017 TILIISO Mo. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIV61I�` MINIMUM SHOULD STUCCO.EXIST AND 1."MINIMUM;FOR.WALLS WITH NO STUCCO. , V Y L B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE.FOUND ON THE EXISTING WALL, - m/zD/n ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE �+i= • IL E C�O INC. FOLDING SHUTTER CORP. GIIE SHALL BE AS INDICATED ON NOTES 8.1 &8.2 ABOVE � '•.•.�( x�•(V �•A TILUT TESTING&ENGINEERING COMPANY 7089 NFLSTREEr PLACE =S'fi-/..•� 7.(•'[` ,i 6Sla rae.�Mn.54 ss.]O1.Nc¢.W Gg7d_rt Spee WEST Pull BEkCH,D-G43 FL 33413 V••��1111!!%% !' 1�` Rwr:e Int-taw.ia.:(wa)B�t-t afl FP 1[100-613-8L& 17-082 �N A�t�,.,,tt 1:t81e<aOOW.wm av�lal6ngehuCen.cun DRAWING No M {• Elf- 6779 WALTER A TILUT Jr.P.E. PSIALJSICNANRE/DAIE FLORIDA Lie.#44157 1 eto tl-ot• lcommi n• BNEET 1 Di 17 r IWO .en• �294r• ase6- asap• 3300• - ,e 2 �. a ryI 6' Z. $• etas- � � qy a rwu' 8, r.93eti 4aus• .e7.• � a3 M1 � g .am- r�a6• f.a9 .Bae' 2722' �- &,O, SLAT WINDOW __ yr���7 ,.P>s -(10-BE-USED FOR ALL INSTALLATIONS- ® - -- - - �L��3LL _ _ _ _Q FLAT END_ _ _ _ _ MAY INCLUDE P£RfORARONS LL PER 606J-T6 ALLOr 6D63-Ts ALLOY 6063)-T5 ALLOY �.>9a --(6)--EXTERIOR--GENTERPIEGE- DETA2 ON SHEET 3) OO FEET OROHIGHERFABD GRAD£ONS 4 INTERIOR CENTERPIECE BE ONLY 6063-T6 ALLOY MEASURED AT BOTTOM OF OPENING 6065-76 ALLOY SEE COMPONENTS 20, 27.&22 ON SHEET J.) 2283• .631• 1.7Is' 2.raj• 2.0196• 01z• L801' p pp a74e- .s93• i5 ti,•120' •� 2a.6a7'� t99r !!yy .667= o.r70' .01]I .I20' .206• 3 .66z• .696 _ ry r 8 .r6a• o .2 .662• .aaz• _ 8 .293- .ash• .ow• .09 .667• . zna- 2en•� 1712' 2.67J• 6� {TALL HEADER ©p R" MAX. B'O�'r ® CEILING HEADER ® BOTTOH SILL TRACK 1� BOTTOM TRACK ADAPTER 6063-75 ALLOY SILL/HE'AD TRACK 6063-T5 ALLO 6063-T6 ALLOY Y 6063-T6.ALLOY 6063-T6 ALLOY .sob•R 2696' t2 .296' COMPONENT a b t1 t2 4 'ate• c 13 2' 5"MAX. 0.125" 0.125" .o9a• .oso' 8 _. 061 K g. 16 2" 4" MAX. 0.25"- 0.25" 0:062" 0.062• 4.4(6• ©1 ALT BOTTOM TRACK ADAPALUMINUM ANGLES ® RHN HOOD 6063-76 ALLOY606J.-T5 ALLOY 6063-T6 ALLOY 6063-76 ALLOY 3.130' ,0C.Q.,MPONEN TS s �L FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 0.2017 mTEco INC. TITAN II FOLDING IMPACT'PROTECTIVE SYSTEM OWN er' .376:. - `++ •y• a Y.L. V8"0-IB ACETAL a.aao , IL E C O�wc. FOLDING SHUTTER CORP: °'a,E" THUMBSCREWS LOCKING TUBES +Q. � TILUT TESTING h ENGINEERING COMPANY 7069 NEfISTREET PLACE JU1• + ew nr.aaz.:v.et.,ap,+wwa cwrp¢rt attca WEST PAW BELCH;R 33413 AT CENTERPIECE 9 CORNER POST 9 ' .:�>dm PH:160D-643.6371 -oat FOR.n& n 6063-T6 ALLOY -�� •.�ORIOP '� + - I:bG.rn0991.99m -foI yehutk-mm DRAPING N9 6063-T6 ALLOY ,T+ WALTER-00067719A.TILUT 1.P.E. e.rt lelN. 28 1 2"LONG - 0-1J®rsu vcr!'. ,•E�ATE FLORIDA LN, 0 44167' SHEEP T OF 13 cwxc ¢e (J)ROWS OF 1rur.AXAnu To 1/4'0 HOLES To— FDOE O FA SPACED o IN BO H' Z-CUP EACH SIDE TABLE 1:. SOURCES FOR &©.1 QOOO D/R£C ONS. . OF WINDOW(SEE TABLE 1) OPROAS SLAYS VOA .SLATS pt+XA aA 11P,'C4L PROPERTIES 84 .518/C W60VAME KNUCKLE OOO KNUCKLE— REFERENCE MATERl4L/SCIENCE PLAS77C N(Typ) 00Op (T p) ,10 U049( EXAN KROLON 3103 L163 RESIN 0 0 0 1JlYSICAL Q00 _ VIEWING SPECIFIC GRAVITY ASM 0792 0.043 ID/Tri 0.0431b�n O 0_ I - -WINDOW - - - - MECHANICAL • _ nAr Poerna TENSILE YIELD STRENGTH ASTM D638. 9.400 p.J. 9,500 P-L a sur FLEXURAL STRENGTH AT YIELD A$M 0790 12,500 p.s.L 13,400 ps.L. - aa SNAP-W END FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345,000 p.a.i. (—jLVO 3 1.000' r-2 CUP TOP180TTOM NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 FT-Ib/in OF WNDOW IMPACT. gMAx o� (SEE TABLE 2) F R R IRNIN• egAGTFRKRCS• _ 9JOKE DEN51fY ASTM 02843 47.2 R 64.5 S MAX y 3 CgZ h'1 RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS S A 0.060SS SELF"MON AN 01929 1040'F 980•F h / SLAT N7NDOW �ij SLAT WINDOW 'THICK MEA41ERINM ASM G155 POLYCARBONATE MEWING TENSILE STRENGTH AFTER WEATHERING ASTU 0638 9302 p.s.i. 8840'p.-J- W y WINDOW(SEE TABLE 1) .TENSILE STRESS BEFORE'WEATHERING ASND 0638 8461 p•aJ. 8880 ? 1.000- (2)WNDOWS ANY BE 134 ONE SLAT SPACED N DO AIAX' N A A MMUM OF 24'APART, WITH 12'MIN. FROM W ENDS OF SLAT TOP&BOTTOM. m _ TABLE 2: SOURCES FOR ®SLAT MUST EY£R E INSTALLED A0VACFJJT /u�T AptmW 7U CENTERPI£C£S'�4 OR�,NOR AT CORNERS OF PRODUCT, MASTER TppL COMPANY 0 �Fa MIC&PROPERTIES STANDARD ETEACK N120N PMT °O °o �— ® SLAT WINDOW DETAIL REFERENCE j 2051" O,O (ELEVARON) PHYSICAL• 0SPECIFIC GRAVITY ASTM 0792 0.042 Ib SLAYS �O SIA1 S / 20 /.' N KNUCKL 000 KNUCKLE 14EIVING MECHVNI �. (Typ) OOO (Typ) Yn WINDOW p TENSILE YIELD STRENGTH' ASM D030 11.500 p•s.t. 000 (J)ROWS Or DMXI PO a a 6666 p.aw FLEXURAL STRENGTH AT YIELD ASTM 0790 15,000 p.aJ. O�nO 1/4'o HOLES _ 14 a�0- .*L 0 FLEXURAL MODULUSMOCULUS ASM 0790 450,000 EA SPACED S IN£ACL' Rrwx aEinwce J/8-APART a n 614• Q040• NOTCHED(Zoo ASTM D256 0.6 F7-Ib/in trMpl.ctB e TOS4TaaTIW . BOTH TO WT6pRaM THERMAL PROPERTIES DI crv.= 0lRECllONS. ",.:_ p?Sp- X30• COEFFICIENT OF TIffRMAL EXPANSION ASM D696 5.5 x 16min/in-7 FLAMMABILITY UL 94 V-2 21 Z—CLIP ©2 SNAP—IN END CLIP MELTING TEMPERATURE ASM 03418 500•F -TO B£USED AS AN OPTION FOR ALL INSTAU.AT/ONS ® SLAT MNDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PWFORARONS AS PER THIS DETAIL TYPICAL (1A SLAT WINDOW DETAILS -f.2 A RT(MAX.MAY BE/N ONE SLAT SPACED M'"•2°'AP1R'n� ET�RY'°SVL�)• Wf 20 VIEWING WINDOW & 21 . 622 CLIPS TYPICAL ALTERNATE PERFORATED (I)SLAT WINDOW ELEVATION (SMALL MISSILE l � T' � 0 e (LARGE MISS/LE IMPAC.T� ,` �.��ENS ••9 e FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) No.44167 ®2017 TILTECO INC. DPAAN 81. l TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Com„_ TSF �5¢ a ICI. ' �T• — � IL E C O nu. FOLDING SHUTTER CORP. °'A°/17 //�. DATE a s�O�A,• /NyLR1(�•(.tel 11+5 TILUT TESTING h ENOINEERINO COMPANY 7089 HEUSTREET PLACE A/I11SJ �/ x1V�v.]Glv A.St..k1,Ki'�rl,wlV�1 R 111m WLST PALM BEACH.FL 33413 PW 1000-64J-6371 17-082 Id II, {,�[V� d:ble.eo0ool.<om Iry rafmg.nu8m.egm DRAWNG H. OItlAI_G`- •�' ESI- D006719 _ WALTERA TILLHr.P. UE. P.i.'TM/SIGNA1(IRE/GATE FLORIDA Lie.1 44167 mAe n m SHEET 3 OF 13 Z OF O 1y/ ,16 , 17 OR 19 4 oR 5 - ® (2) - - n w x a( DSC.(2)R P/VJ530• 1 J ♦ n 20 ♦ NOTES ON I@;& LOCKING TUBES @81 AT Q4&AT 50 x J UP TO 1. TWO (2)@5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30. O.C. FOR SPANS UP TO 99". USE'THREE (.3 FOR LARGER w I USE.(3) ®AT 30'O.C. SPANS SPACED AT 30" O.C.-AT MIDSPAN. COMPONENT MAY BE cxi o FOR SPANS LARGER INSTALLED'INTERIOR OR EXTERIOR'SCREWED TO TAPPED ENTERPIECES U) '� THAN 99'UP TO 144" 40ORSQ. LOCATION OF a SHALL BE AS SHOWN ON TYPICAL ELEVATION. vi o a 2. (2) LOCKING TUBES ,!HAL ALWAYS BE USED TOP & BOTTOM AT �� PRODUCTS CENTERPIECES(4�OR 5 AT ALL INSTALLATIONS. LOCKING TUBES. -HOR1'8 (2 d._8?SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 t 1 SEE LIMITATIONS FOR®ON SHEET 2 I 1 �► � i► o SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT. FOR CONCRETE CONCRETE BLOCK OR 6' r O r O'� 13 r O+ 16 ,®+ 13 r WOOD INSTALLATIONS. O 9 + 10' , 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION a N. T. S. A NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. fffuii�rr SEE SECTIONS 7, 7A & 78 ON SHEET.7. IIII'� R A. TI( �•'•• SEE SECTIONS 1W & 2W ON SHEET 10. s/s Q� ••••. ��✓':• SEE SECT DNS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW 78W, 8W do 14W ON,SHEET 12. '• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) No,44167 ®2017 TILTECO NC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DRUM Br: r Y.L '0 IL ECO 1pc. FOLDING SHUTTER CORP. °'DATE" %9�5 �/.Ls \�L 1 nwT TESTING t ENGINEERING COMPANY 7088 NDBEACM. PACE V V�,t aiu,nn xn ss.sn.w.vs�.A uimcwc,w.uiae WL9F PAW B-543&3SI1] 17-082 w"w:axsm)tT ItMt.rm:Ows sn-t,Dt Pl1:te00-e4]-8]71 • N6 - J:tJtxoOcoLcom m.(olmnpeltuN.n.com DRAMDIG Na / ••••• N •r' EB-0008718 _NZ, E WALTER A.TNN Jr.P.E. P:P.-BEQ{100 gOiE/DATE FLORIDA Lic.1 44167 mgon7 m BNEET OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL.REQUIRED. OPTIOIUL RAIN HOOD PWRED CONCRETE EXISTING NON STRUCTURAL WALL CON]NECIWH � 0.060'THICK S.S. OPTIONAL RAIN HOOD (NON-STRUCTURAL) REWIRED. TRIM(DECORATIVE HEAD) (SEE SHEET 13) ROLLER HOUSING (NON-STRUCTURAL) (TYP.) 6 1:000'S 2.500'MIN. ! 7 S. MIN. % EO. • ���/� CPTI NAL (RONn L ERSN �� CONNECTION C2 / �� _-L 'o / / HOOD . I 0.855.0(TYP,) SEE SHEEP I! / I .i (NON-STRUCTURAL) 010.3'S.S.SJA.S.W/ o h __0.373•-LONG NYLON—__ __ __ 3/16'ALUM. __ _ -!� _- _. _ 3/16'ALUM.POP RIVETS. _ __ 13 _ _ — BUSHING W/A 0.150' COM. POP.RIVETS. S' 6 18'b.C. _ __._ __ I (2'.1'MAXI �- LONG TOP SECTION'0.500' D.163.0.270' O 18'O.C. 0.0.AND 0.245'i.d.AND 'x0.030" ! 1/4'0 RW BD6DD( 0.223'LONG BOTTOM ULTPAF- I TAPCON W/ADVANCED SECTION 0320'O.D.AND ULTRA A J I MIN.SEPARATION THRFNFORM TECHNOLOGY 0.245'i.d. STRIPPING EA POURED CONCRETE TD GLASS OR 1/4'0 ELCO (TYP.) SIDE(TYP. OR CONCRETE BLOCK (SEE SCHEDULE. 9 or CONSTRUCTIN PRODUC.5 I 1/4'0. 1'TEK. ) / Or �.� WALL REQUIRED. ON SHEET 13) CRETE-FLEX W/1 3/4' I SCR US WIEW TH NUT 2$NI 3/1pop6'' LI . t 8 / t M N.OAEFOME T m fi'o.c. i WASHER O 4'O.C. O IB"O.C. 1 or POURED CONCRETE I I �ai I �t OR CONCRETE BLOCK MIN.SEPARATION WALL REOl11RED. .I To GLASS 1 or 1 or IS EE:SCHEDULE 014 SHEET 13) t I 'l'�' Ci MIN.SEPARATION POURED CONCRETE I • / I E TO GLASS SCHEDULE OR CNCRETE BLOCK j (ONSHEET'13 WALL REQUIRED. MIN / �I I ) / Or af CONIECTIN C2 t (SEE SHEET 13) j i i '1/4'0 x 1"TEK B SCREW OR 1/40-20'x1 ' w I S.S.MS WITH NUT$ •g A S I WASH FJ2 0 4'O.C. /lois S.S.S.M.S.W/1/Y0 n, 1/4'0 r//Tw BL16DrJ! 1'LONG NYLON BUSHINGS THFF�U170Rf.IW'fECTHNOL (SEE SHE 13)3) j LONG(,.TOP).E7(CEPi4•AT WALL FACE MOUNTING INSTALLATION COVSRtUCRON PRODUCTS I 13 ROLLER HOUSING SECTION 2 C�-� W/13/4' I 6ON.EMBEDMENT G 6'D.C. I (2'x1'MAX.) WALL FACE MOUNTING INSTALLATION50 x SECTION 1 ,/2'—� 'AA°� SPACWGAHa= GROUTED BLOCK RED RED 1.000• 2500 MIN. 0 0 (MIN.Fc 2,kai GROUT)'OR POURED CONCRETENIN. CO. EXISTING NON STRUCTURAL VIALL TRIM(DECORATIVE SILL) 0 0 0 6 ANCHOR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FO 6 ,,,�....,,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,°° P`��A A.I/T/`����'__Mqx qS.D. DESIGN PSECTION+c3 +65.0, -90.0 PSF & CONCRETE BLOCK _ �`C ENSF'''v9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) :SCALE: N.T.S. ,*�•� 0. 4167 ®2Dn nuEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DCS• NOTEFOR COMB[NATION OF SECTIONS: * E.D: = EDGE DISTANCE. S O107/20/•7 ' IL E C O twa. FOLDING SHUTTER CORP. DATE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _ O S {•�� Y TILLR TESTING$ENGINEERING COMPANY WENT pAWHB U�dt FL 33413 IN ANY WAY TO SUR ANY INSTALLATION. � s'•,••►1T�1T l� 1L 611 NxJ1"' U 5 xk]4!Y 69L GMaD S R J314a 17-DB2 6 I ,( aTI-Iaw.rw,(Aw}nI-ImI PX:1800-643=6371 S0/11L E� II EDT:tlle<opaol.aom mJokGnOahWencan CRANING Na t SEE LIMRATIONS FOR®ON SHEET 2 TY/Y {• WALTER AWT°Jr,P.E. ^In P.E.SEILJSICNATURE/GATE FLORIDA U..0 44167 mqo/n xn SME[i 5 OF 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. POURED CONCRETE OR ROLLER HOUSING MIN-SEPARATION 1 MIN•SEPARATION CONCRETE BLOCK WALL I TO(LASS TO GLASS REQUIZ r"—(SEE SCHEDULE (SEE SCHEDULE OPTIONAL RAIN HOOD ON SHEET 13) 1 Of CWINIECT N C4 E0. EO. (NON-STRUCTURAL) 1 ON SHEET 13) 1�,Of (SEE SHEET 13) /10x3'S.S.S.M.S.W/1/2'0 ALTERNATE 7/16'ALUM. @ t ' ALTERNATE 3/16'ALUM. x3/4'LONG NYLON BUSHINGS ppP'RWETS O 5"O.C. POP RIVETS O 5'O.C. 1 I rw _ (Typ.TOP)AND 1'LONG(Typ. AT REAR. AT REPR'. -/ BOTTOM),EXCEPT AT ROLLER 1 / HOUSING(TYP.) 1 Ell1 (ROLLERS" `11'• I R s. ^. 1 n+� �? h s .5 0.855'0(TYP.) 1 n 9 1 3 EO.E0. 9 --- / - - - - -- - 1 - i oo c� oniPoS n - 3 1 6'ALUM.POP RVETS•w o BSIDES D.C. LEG&ANCHO 3/16'ALUM.POP EO. EQ ORIENTATION 8 RNETS O 16'O.C. )170 a J',S.S.S.M.S.W/ - OS IN LONG NYLON OAT.0.163'. MIN.3/4'PLYWOOD BUSHING W/A 0.150' I MIN.SEPARATION 0.270'x0.030' MIN.3/4'PLYWOOD o REQUIRED LONG TOP SECTION 0.500'1 TO GLASS ULTRAFAB $ REQUIRED g $ 7/2'MIN. 0.0.ATD 0.245'I.d.PND (SEE SCHEDULE WEATHER 1/4'0 TAPCONS OR .0.223•LONG BORON ON SHEET 1J) STRIPPING EA T or i 1/4'THRU BOLT W/ CRETE.O.C. SECTION 0.320'O.D.AND SIDE(TYP.) @ t w ANCHORS 6'O.C. WASHER&NUT O 10'O.C. 0.245''d. `L7, (TYP.) g EACH SIDE 'm 1%4'TNRU BOLT W/ 1/4"0 TAPCON$'OR WASHER&HUT O 5'O.C. POURED CONCRETE OR CRETE-FLEX ANCHORS6'O.C. CONCRETE BLOCK WALL REQUIRED 214'OR 215'x1/8' POURED CONCRETE OR 5'x3•.1/8"6063-T6 CONT. PLTEANATE 3/16'ALUM. 6063-T6 CONT.ALUM. CONCRETE DOCKWALL M ALU".ANGLE OR BEPLATE. POP RIVETS O 5'O.C. t All REQUIRED AT REAR 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 MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0'PSF W n �s 9.3/Is- 3/18'ALUM.POP RMETS O MIN.SEPARATION O.C.BOTH SIDES TO CLASS (SEE SCHEDULE ON SHEET 13) a ALTERNATE LEG 1 Of of w �A,t 3 E0. EO. 1 &ANCHOR `C7' _ CORD!p ALTERNATE LEG ORIEMATION (SEE SHEET 17) &ANCHOR ORIENTATION w 1/4.0.3/4'TEKS SCREW W/ •i POURED CONCRETE OR .5/8'WASHER OR 1/4'x 3/4' g �/ CONCRETE BLOCK WALL REQUIRED BOLTS W/NUTS&5/8'WASHER O 4'O.C. 8 BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4 (SES+.« / g N7 ME. 1/{•0 x 3/4'TEKS SCREW OR 1/4•x 3/4'BOLTS W/NMS POURED CONCRETE OR� &5/8"WASHER 0'6'O.C. CONCRETE BLOCK U WALL INSTALLATIONS DETAILS INTO CONCRETE' & CONCRETE BLOCK BUI O A -�,MOUN ING INSTALLATION SCALE N.T.S. �AY1 '•�., _ B FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS, * = y: RAUN No.4Qj67 ®tan nuEco INC. TITAtJ II FOLDING IMPACT PROTECTIVE SYSTEM ° ay' E D EDGE DISTANCE +f d'L 1- MOUNTING SECTIONS CAN BE COMBINED (SEESPECIFICATIONS ON SHEET 13) '0: a7/eo/17 AN IN ANY WAY TO SUIT Y INSTALLATION. '' � I L E C 0,Nc. FOLDING SHUTTER CORP. DATE oii�•• /yeSf ��'•[`Q`, TILLIT TESTING.&ENGINEERING COMPANY 7089WESHEWSTREETA gip, R 1 SEE LIMRATIONS FOR ON SHEET 4G, �+1 N�.SGU.54 SY:]W YRG G G"OE"S M1 311" 33{13 T 7_082 i '.w` Rcn.,(x1lm I-t110.re..(.msW-11x1 PK- -cam 180D-843-W71 ® ��/O \�\�LILI • EB�'00060aB.cam 1 t,Wdn9xhuft ncom RAWNG H. D IVAI^�-IJJ WALTER A TILL17 Jr.P.E. �x P.E.'SEPLfSICNAIURE/DAZE FLOR10A Lie.j 44167 ar/»/n m SHEET 11 11 13 IJIN.E.D.�- EO.Q. POURS CONGLIM C5 REOWRE (SEE SHEET 13) 0.060•THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)NYLON 910.3•S.S.S.M.S.w/1/2.0 ROLLERS 0.855.0 3/4'LONG NYLON BUSHINGS (TyP.TOP)AND 1'LONG MR.- BOTTOM):(E�XmCEPT AT ROLLER. 11 HOUSING. TYP.). 910.3•S.S.S.N.S.W/ 0.373'LONG Nl ON I 3/16•ALU.. BUSHING W/A 0.150• , t POP RIVETS, I LONG TOP SECTION 0.500• l t ®18.O.C. O.D.AND 0.245'L0.AND L CONT.0.163.0.270'.0.030' 0.223'LONG BOTTOM i ULTRAFAB WEATHER SECTION 0.320.O.D...AND I STRIPPING EA SIDE(TIP.) 0.245'i.8. I I / Or 3 (TYP.) t MINT SEPARATION ± T C� T E 1 'y (SEE.,SCHEDULE 1 MIN.S PARADO_N, W ON SHEEP 13) TO GLASS I (SEE SCHEDULE Or I M. SEPARATION I I o ON SNEET'13 U ) ®T t/a•0.1•TEK SCREW OR TO GIAss 1/40-20.1'S.S.MS WITH (SEE SCHEDULE I (NON-SL RAm GUARD 1 Dr (NON-STRUCTURAL) 1 NUT&WASHER O 4'O.C. ON'SHEEP 13) I I 7 ALTERNATE 3/16•ALUM. POP RIVETS O 5, O.C. OPTIONAL RAM GUARD AT REAR. gg I (NON L) I, I N G{ n>! v o ALTERNATE 3/16•ALUM. a 9 o no a.L.EC I 'R si AO FEAR 5 O 5'O.C. 1 n s •Z (1�0 3/16'ALUM.POP RIVETS ANCHOR �1 6 CONtrE0ONN tJ n n 9 O 10'O.C.BOTH SIDES (SEE SHEET 13) 3/16'ALUM,POP RNEIS O f0'O.C.BOTH SIDES CO. EDGEEO. SLAB IF / / / SLAB IF EDGE OF APPLICABLE .SLAB IF / POURED CONCRETE catatemm Do APPLICABLE REWIRED (SEE SHEET 13) E0. E0. ,/ REOURED�NCRf"TE POURED CONCRETE •MIN.E.D. REUIRE . CONNEDTION MIN.E.D. MIN.ED. CS •MIN.E.D. TRAPPED OU IO ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE SCALE: N.T.S. 1111 Y ��T✓=:•_ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTONS: 1k ` No.44167 0.2017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM RRAVN BY: E.D. - EDGE DISTANCE 1- MOUNTING'SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13). 07/20/17 IN ANY WAY TO SUIT ANY INSTALLATION. A ISIT 'L E•.0 O,N�, FOLDING SHUTTER CORP. 'WTD �� •'� 7 r � TLLIT TESTING&ENGINEERING COMPANY 7069 HEUSIREET PUS F(� wss Nn.aaw sl.s1..soa VrJlf'M.A wm0ls:R asses WEST PALM BEAaL FL 33413 17-082' .\ ILII` o•m•.,paam I-Isso. (smlasl-+dI PH:11101) 43-4771 t SEE LIMITATIONS FOR®ON SHEEP.2 �sf•'••••••••"��Q It - ti tut.eoosa.mm .n.JoleugcHulter9.cem DRAWING N. EB-0006719 _ eryr�—r WALTER A TILUT Jr.P.E. ...P�,rSF/Lg9CNANRE/OATE FLORIW Lie.9 44167 mr.A/M m SHEET 7 OF 13 POURED CONCiEIE ON GROUTED CONCRETE 6000'WAX. BIDOt WALL REWRED (SEC SCHDVLQ B rSPAY IUeE PER SCxmULE (2)FOPS'Of f/Y.TMaONS X �.• ANCHORS(m.)(SEE SCHEDULE) / / TABLE is MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 7IE (6)1/a•.3/4.TExS SCRfl9 / / / / //./ --------7----------- ALLOWABLE TUBE REQ'D.ANGLE NUMBER OF ANCHORS AT z•TUBE ID.R TUOSCHEDULE RULE 0 0 0 / -----0 0 o MAXIMUM SPAN LENGTH EA.:END PER END OF TUBE SPAN TUBE PER SCJIFDIILETUBE mw-re AunrPRODUCT 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM °na y o s 0 /4 TEX SCREW ` MTI TUBE TUBE TUBE �y 314•«]'.]•n ,L '.a•«J•.J'.« 60" 106.0" 13 8 :3 12•.1/4'.UNGnI r.211/v.LEucn1 3 1108!-Te".AN(s / 60-76AUJU.ANGLE 8 2"x4"x1/8" 96" 85.0" 17 10 (SFE ScHEDU ry ANGLE 6y 144" 69.0" 13 8 E1cJ LENGTH(YP.) Z, " a 3'.3,IExctx `� --- - --- - - - ---80 117.0 17 10 --- (SEE rsleRlmuLE)ANGLE -� at LU.1/2' 2'x4"xt/4" 96 110.0" 21- (R*•) 144" 91.0" 21 12 "'� SDAN T1I)E lEN 80 109.0" 17 10 TYPICAL ELEVATION (TUBE AT TOP) SPAN TUBE MOUNTING INSTALLATION egaDN.Ts 2"x5"x1/8" 96" 100.0" 21 12 SECTION X 144" 1xxr: Ts 131.0" 17 10 SPAN TUBE LEN ca UK 80" 124.0" 21 12 Q1/�'T�• 2"x6"x1/8" 96" 114.0" 21 12 afool•' 144" 93.0" 21 72 J'A2'.t/4•.LENGTH AUD ALSO FOR,MIpHEIGHT TUBE INSTPLLARON ONLY WHEN'THE SUMATION OF THE IAN-115 Aluu.'AxuE a( Aa11/4'.LnICTH - / SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE M. PRODUCT SPAN (SEE SCHEDULE) m TIT ALULL AvcLE SHOWN ON TABLE 1. (SEE s u E) Y- / Y TABLE 2: MAX. SPAN TUBE,LENGTH SCHEDULE (TUBE AT MIDHEIGHT) CT SMAXIMUM 1 • .]/a• Dt TAEx o 0 0 / o o\ TUBE' UALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS /s4 t • 1 s•o.c SIZE PRODUCT SPAN .LENGTH EA END PER E14D OF TUBE 15PAN NEE PER SQUD111E --------- --`----- 3 121f/a'.LEHGM 15D6]-T15 Auor / - sae]-Ts ALUN.ArrAE 60" 76.0" 13 12 (s2 SaIEDULq (6)1/4•.3/4•TTNB SCRE. B SpµTum Pm SCHEwLE 2"x4"x1/8" 96° 60.0" 17 15 0.000'YAJI. AT 2"OAC LCNaRYDNALLY, LLN.SPACING - (�saDu� eETWEXN ANCHORS DTP.) 144" 48.0" 13 12 POUOR OURD CON (2)WAS OF 1/4•.TAPGONS °CN vn. REOUTRED ANc,im DTP.)(SEE S Eeuuo TYPICAL ELEVATION (TUBE AT BOTTOM) 80" la87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"x1/4" 96" 79,0" 21 18 (0)1/4'.,T/a•TENS w ySw TUNE L- 144" 65.0" 21 18 s•.4•«3'.3•«J•a1f/a• a 1/2'En. 80.. 77.0" 17- 15 AT 2'O.C.LONtOIWtULLT. LENGTH 1506!-Te RAIN.ARGUE �) ENItW etOTH 1/2'M. (3)ROAS OF 1/4•. (SEE S°NmLaE) I E« 2"4"x1/8" 96° 70.0" 21 18 TAPCONS'ANCHORS MR)(SEE SCHEDULE) a 1' 144"' 57.0" 17 15 / 180" 88.0" 21 18 _ at / [J 2'x6"xt/8 96" 81.0" 21 18 Z Z I gggg�i 144" 66.0• 21 18 : H 0 0 0 / o o, o INSTALLATIONS. DETAILS W/ SPAN TUBE INTO POURED CONCRETE 6.000'WJ 1/4'0 31CTD`ST - ------------- OR GROUTED CONCRETE BLOCK WALL ---- ----- (SEE sa�uLE) O O O- 0 O O ---- SCALE:N.T.S. SPM!NBE PFA.SCHEDUIE PER SCNmUE BcaJ-Te ALIO!,� O O O / O o �o ,,,STrA➢1�,.���9- NAX.A.5.0.DESIGN PRESSURE RATING=372.0 PSF J'.]•or 1 G�91]:pr,3S .1F/a' `'.211/4' 1141 .SLU(L / «a LENGTH 15osJ-Ta a1 T�„ T t FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ALtR1.ANGLE aT I (SEE 5p1EDULE) 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY. N0.44167 PGURFD CONCRETE DAT IL ECO,,-.\ FOLDING SHUTTER CORP. °'/DATE" O. REM-RETED PENWG Wun '• Blooic WALL REM ED J'.4'«]'.J'«37.2.1/4' •, (`Q li TWT TESTING&ENGINEERING COMPANY 7089 XE1BEACH.. PLACE LEHGRN 1506!-i6 ALUN.ANGLE ^ LSS1 NW,]EN.SL.51..]OS,1tR'-'NA WOGS.6.J]IPe WEST PAW BEACH.FL 3341) (e)1/a'.3/4''Es scaeT TYPICAL ELEVATION (TUBE AT MIDHEIGHT) _ S' .,DRI F;:''`�,. 11 (�dmec�sn.1-1u1 PX:1e°D-eu-aJ71 17-082 AT 2'O.G LO4GINDONLLY. <5[E SCXEDUlL7 •. ••' ,\AIL - il:°It-C.G1.cam m./d6npahuHae.com DRA111NG N. SPAN TUBE MOUNTING INSTALLATION T SEE UMRATIONS FOR ON SHEET 2 S/ �' '' VIALTER A0WT19r.PE �QEp/.}E/�yLfy --"P..f-- x(;P LTURE/OATE FLORIDA U•G.®'44167 «!nT w SHEET 8 OF 13 1/4' 1 3/4' MIN.E.D. TAPCONS/CREPE-FLEX (SEE SHEEP DUSTING GLASS J0 ,ANCHORS O 18'O.C. 13) EXISTING STRUCTURE MN.ED. IX6TINC (SEE SHEET 13) EXISTING g s.7se•(TYPJ STRUCTURE STRUCTURE 3/8'0 THREADED H° �a 1 4'3/I6'�POP RIVETS OR O CENTERPIECE FOR /13 'a,D.Cs/a TEKs o 1 (Tw.) ~ ANCHTAPO /0 IS'O.x 3 1or 1�t or t orR 1/1'AJ/{'NEMS 0 18'O.C. or A t or WALL FAC - 18 90.0 90.0•PND-CONDITION-- so.0•90.0' '3/I6'PO4 SH WN ,/4'. !/ RIB'D.C., =� (TOR D 3U R)R QRI!]I OR.EXTERIOR) �J Nmol) (2)O5 Oso'OD.O EXTERIOR (2)Os 0 30•D.C.0 VOSPAN roR UoP TO 99 MIDSPAN FOR UP TO 99' SPAIN.&(3)AN FOO U. / SPAN&(3) •30' O.C.O IADSP 1 HORIZONTAL SECTION 20 °TO`N°wSPANF(n1 8 18 scaE°w'uµnr6ELPISfAl1fD� 18 / HORIZONTAL SECTION SCREW YAY BE INSTALLED BOEROR OR DIT OR) \ (LEVERS INTERIOR PoP\ INTERIOR OR EXTERIOR) (LEVERS DVERIOR) OR EXTBGOR) I °R 4! *MAY VARY AT LAST SLAT AT TFMPPW 1N A JAMM 6063-T66ALLOY ANGLE TEKS°to D.C. 4 OR � 4 OR(5� j TAPCON/CRETE-RD SHOWWNN WWFNJ t SEE LIMITATIONS FOR 1©ON SHEET 2 ANCHORS 0 16'D.C.r° TAPCON/CRETE-FLET( SHO \ 3 / DUSTING miUCTURE \ AN 0 18'O.C.TO \ DUSTING STRUCTURE Enmxc smucluRE BUILD—OUT n• 2V!""/6'CONT. MIN. \ 6OU-T6 ALLOY ANGLE END CONDITION `3/16•PDP TINES E0WE. OR 1/4'Y 3/4'TEKS OR EXISnNG SIRUCNRE 1/4'x 3/4•BOL75 W/ END LOCK ANGLE TLS°12'D.C. END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION 2'X 2'1 1/8.WW-T6 1/4'a 3/4"UX ONE LOCKING TUBE, PART j11$, SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR G0 W.ALUMINUM BQR A"c� SCREWS ATTACHED TO ONE (2) O 30'O.C.O CENTERPIECE O 6'O.C. INTERIOR CENTERPIECE®OR C5�, INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE �8. A MIDI TOR u T°99+ SOLID THERMOPLASTIC TIP MUST BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL.BE SQUARE, SPAN&(s)(�s o 30 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.T o MOSPAN(THUMB UP INTO R WITH A 0:120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE,0.363" DIAMETER WITH SCREW IMAY BE IN44-SPAN TALLED A 0.200" LONG BEVEL TOWARD THE END AND A,FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EXTEPIDR) 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 ��� '8 SHONNTTNN (I)PIECE, 1.375" LONG, WITH A 0.366-0.366"110.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE C8 . THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVERS ONEROR DEEP BY 0.188" WIDE CHANNEL TO'RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. so0• OR DXIDOOR) SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (MAX.) HORIZONTAL FLANGE'OF TOP/BOTTOM TRACKS. (LEVERS INTERIOR 4 OR'-" OR EXTERIOR) SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 11,I',(�R A• TIl/ HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) �A`• 02017 TLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DWN BY: END INSTALLATION DETAILS INTO CONCRETE, �a B- 9.L. CONCRETE BLOCK & WOOD (AS APPLICABLE L E IC O LNG. FOLDING SHUTTER CORP. 07/DATE 20/17 �• 7 S 'fQp TIWT TESTING&ENGINEERINGCOMPANYToe9 M04STREET PUCE 17—DB2 -. ' :•�,',`' 0]11 xR�.]CN.RR..Sta 36f v'CAA CMDO6,R SSIaE WEST PAW BEACH.FL!1413 0 ./r/T F� `. ,(o—>11)4Tf-1510. L ma ,(]0])ell-iN1 PH:TOOo-84S-8371 ;'`v'111 EB- D6719 _ ,nr.tolQing.hutters.can DRAWIND No WALTERA' R A TILLR Jr.P.E.FLORIDA Li 6 44157 or/a/Ia1 ET 9 OF 13 r2•a 2•a,/6• 1 / ALuw2ANGLE / BUILD-our NOUNT PER SECTION 4,SXELT 6 A A I I (2)3/16•POP R1fEf5, ALUMINUM ANGLE. ANGLE OF 2•.2• ANGLE LEL MAY FACE ---_ AWAY FROM OPENING .. (AS SHOAX)OR TONARDS m OPEHNIG.XO ANCHORS- .. REQUIRED TO HOSE --_v_-- STRUCTURE - - 19 13 \ \ BU4D-GUT MOuNT PER SECTION.4,SHEET 6 (2)3/16•PCP WETS. • EACH LEO OF 212• ANGLE ALTERNATE WALL EXTERIOR ELEVATION ILL"LAND AT soot PLAN VIEW A-A MOUNT FOR ONE—� OR BOM All. % OF FRODUCT V''e e (2) 1/ ie 1 1Y i 1 1/2• 0'-Y OPTIONAL SIDE ANGLEGLE OR]/1B•POP (POR SECTION gN 4,SHEET B)TEKS RNETS PER AGE TO YNLMNUM AI /TOP h TUBEBOTTOM OR TOWALL(2 REQUIRED) (2)1/P 0 TAPCCN/ CRETE-iTEX ANCHORS EA.ANGLE TO SLAB TAPC1/4•D a i]/4' ANCHO,YS/CRETE-RE% OO tj0� END OR CL ENOY BE MANCHORS ES T l ORS O 18•O.C. 3/16•POP RNE12 OR EXISTING STRUCTURE !�• rj� '• 1/4-a 3/4--S 3 O 12.O.C. 3 Vz wN n^ CORNER POST; EDGE OF Lror+CRtIE ISOMETRIC SLAB (TTP.AT TOP-MO B07TOM SLABS) ENPIECPIECESY BE MT END I L END 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORZONTAL SECTION 1FFyi JIJJJtS^:,. 3i FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, r, w:4. )L 1 ? m 2017 mTEco p TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° N Y.L CONCRETE BLOCK & WOOD (AS APPLICABLE �.'. 1L E C o�M�. NY FOLDING SHUTTER CORP. °'DAT" TILUT TESTING&ENGINEERING.COMPA7069�m+EET PLACE �(`,�•.. .�T1 5 V =�t � e7a X a•.Tau.St.Sta]OS.Y A.':A W+oEHs.'0.}ll W WEST PALM BEACH,FL 33413 P1 7_082 ..•._ice,' .(wam t-taw. .(]aa)eTt-tat - H:16W-64]-6371 �Lt'r+t.l y+�E lly+5 0- l:Ulleca0aol.com vw.roWingMutkm.Com GRAYING No •3 L.P� t. EB-o0067EB _ •, WALTERA TRllf Ur.P.E. PF:SFAL/SIQlF1VRE/DAIE FLORIDA Ue.0 44167 1 SHEET PA Or 13 I WALL FlNISN OPTIONAL RAW HOOD (HON-STRUCTURAL) WALL FINISH / 0.080'TNICK S.S. �10c3'S.S.S.M.S.W/1/2.9 13/4' WNNECINH ROLLER MOUSING LONG NYLON BUSHINGS(ryp.TOP) Y!ll AND 1'LONG(Typ.BOTTOM).EXCEPT \ - AT ROLLER HOUSING(TYPa ' �-- --- - --- - - - -- - - --- - - - -- - _ 0.080'THICK-S.S.ROLLER HOUSING ()NYLON OPTIONAL RAW HOOD ROLLERS (NON-STRUCTURAL) 0.11 / ll r 6 2'R4'CONT.w00D I 3/16'ALUM.POP HEADER REO'0. I{10 R J'S.S.S.N.S.W/ 0.773'LONG NYLON CONT. RIVETS.O 111'O.C. \ _ CANIETIION Cl BUSHING W/A 0.150' 0.163x0.270' j� — LONG.TOP SECTION0.500' 0 O.D.AND 0.245'Wo AND xO.030' TRAF,B 0.223'LONG BOTTOM WEATHERT or SECRON 0.320'O.D.AND STRIPPING EA F? 0.245'it 3/18'AWN.POP ,.., 1C7 I.d. SIDE(TYP.) . (TYP.) _ '�"' RNETS,O 18'O.C. -i MINroS STION 2%4'CONT.WOOD MIN.. GEPARA oN 8 HEADER REO•D. (SS 88 or SCHEDULE ) or + (SEE SCHEDULE 1 or ON SHEET 13) N^3,t II ON SHEET 13) r W 2'x4'CONT.WOOD I `'7 I !,-• PLATE RED 11 I WALL FACE MOUNTING INSTALLATION W s SECTION 2W (TOP) 11 WIQffCfWN C1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD E d FLORIDA BUILDING CODE (High k Non High Velocity'Hurricane Zone) I SEE LIMITATIONS FOR®ON SHEET 2 ®2017 TILTECG INC- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM. DRAUN Sr` NOTES: i NO.44167 NOTE FOR COMBINATION OF SECTIONS: o7/zo/i7 1- FOR WOOD FRAME CONSTRUCTION:WOOD PAEM13ERS TO -o i /70-EC O,Ke. FOLDING SHUTTER CORP. DATE BE HAVE.A MIN..SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED f1 �O nwT TrsnNG k ENGINEERING COMPANY 7068 HEMSTREET PLACE, IN ANY WAY TO SUR ANY INSTALLATION. :Ql)I��V r`/•' (r�?i' �y 31 %l�,1•��io�;acNALw�aN>�i-'1aRit3ltse v�.N��8371 1,7-082 9 0:Nt¢e96a91.9om _feldl N0_._ DRAWING Ne j EB-0006719 WALTER A.TILLY Jr.P.E. ua FLORIDA U.8 a4167 m/tWn r SHEET 10 OF 13 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS.W/NUTS&WAS O 6'D.C. 1 REQUIRED. ERUCTING Y ADE UAC // OF EXISTING B WORD BFRE TO BE / \ CERTIFIED BY REGISTERED /7� ENGINEER OR�MCFIITECT PFIOR —LVALL FINISH (.ofio'THICK 5s. t SEE LIMRATIONS F.OR®ON SHEET 2 ro PRODUCT INSTALLATION. F ROLLER HOUSING ED� E 12',4'CONT. CONNECTION G.. WOOD HEADER> OPTIONAL RAN HOOD NOTE FOR COMBINATION OF SECTIONS: ! REVD. EO. EO. (NON-STRUCTURAL) / 1— MOUNTING SECTIONS CAN BE COMBINED $ #10x3'S.S..S.M.S,w/1/2'0,x3/4' IN ANY WAY TO SUIT ANY INSTALLATION. fANtaEYrllOt'T LONG NAON BUSHINGS(Typ.TOP) AND 1'LONG(Typ.BOTTOM),EXCEPT _______•___ / AT ROLLER HOUSING(TVP.) — / \W _ _ _ NOTES. _ _ _ _ _ _ _ ___ __ _ __ _ _ _ _ _ _. OPTIONAL RAIN HOOD L 1— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 0 ` `(NON=SrRuCTURAQ-- s /f ----------- 1,,(got�J I = 'i BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL ' I P.B55•o(TYP.) ALUM '•' I� TTL_- _ I 8 POP6RIVE75, /10 x 3'S.S.S.M.S.W/0.373'LONG NYLON AIII -' J L__A - BUSHING W A 0.150'LONG TOP SECTION ALTERNATE LEC ` O iB'O.C. 0.500-O.D.AND 0.245'Ld.ANO 0.223'LONG I I POP6RIVETS, I LOCATION CONT. [ i I (SEE NOTE•) 0.163-.0,270.0.030' I BOTTOM SECRIDN 0320'O.D.AND 0.245'Ld. I if O 1B'O.C. STTRAFA9WEATHER (T •) SEPARATION STRIPPING EOL SIDE NTO GRASS �.) or R t a 9 (SEE SCHEDULE ON SHEET 13) J of t MIN.SEPARATION I I MIN,SEPARATION W TD GLASS I I I I N B TO GLASS I (SEE SCHEDULE (SEE SCHEDULE ON SWEET 13) ON SHEET 13)) J Or Q31 t v �t � I I .l Of 1 1 ALTERNATE 3/16'ALUM { ALTERNATE LEG f POP RYEIS O 5'O.0 (NON-STRUCTU _ -LOCATION (PINNAL RAIN GUARD , IALTERNATE LEGION AT REAR. - i I� JT-� ----_` (SEE NOTE•) RAL)LOCf (SEE NOTE') II ' it 11 I ' WOOD PAA I E___$___1_____r_� II nZ I a � � y _____ I p 02 REO'D. I '1 n 9 IJ_____________ N e 8 +I ----------- o S 3/76'ALUM.POP RIVETS I m I -------------- ,0, xn'•' ®]o'o.c.'BOTH SIDES w n p O A 3/16'ALUM.POP RIVETS d 10'O.C.BOTH SIDES m y - EO E0. 4l 2'x6'MIN.WOOD EO. u / \ g 2'x4'CONT: ' ` ) 1/4.0 x 3/4'TEKS SCREW DECK RED 11 1f' 1/4'0 x 3/4'7ENS SCREW WOOD PLATE. 11 OR 1/4'x 3/4'BOLTS W/NUTS } 1 REO'0. '�' 41 &5/B'WASHER 0 6'O.C. W/5/6'WASHER OR f� CONNECTION C5 1 II 1/4'x 3/4'BOLTS W/NUTS& / I 5/8•WASHER O 4-O.C. '1 MIN.E.O.2' y ��—CONNECIIpN c3woo"m 2'MIN.E.D.1 1 11 WAL.FINISH WALL FINISH , BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4AW,I'Q t5XT.OM) SECTION 7W SECTION 4W 1r'�Q`�:' .T✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE 0 :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 02017 TIUECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRON B''-. 0.44167 T*•,r O/C•.••.•( y✓RfI A�PI:��' ;�• 07/20/17INSTALLATIONS DETAILS INTO WOOD FOLDING SHUTER CORP. R SCALE N.T.S. L ECO,N-. PLACET TESTING&ENGINEERING COMPANY WEST PALM BEACH,FL 33417wsuwmwwn a1,ss 17-082PM1e00-6/3-6371 4o ! n DRAMIXG N aO '•\�? 11 EB-000671" WAITER A TN11T Jr.P.E. �•'� mar•v e,a xn.x. onev,xw un nIRl GATE FLORIDA Ue.S 44167 , m,xH. ar/ao/,r x SHEET TI OF 13 MIN.SEPARATIONOGLASS I I •�� MIN.SEPARATION F (SEE SCHEDULE TO GLASS or I 1 '^ ON SHEEP 13)(SEE SCHEDULE - a� i of �1 ON SHEET 13) 3�( T OPTIONAL AWN GUARD xx I (NON-STRUCTURAL) Y H 1 1/4'0 x I"T" I 3 ALTERNATE 3/16'ALUM.— _ SCREW OR 1/40-20"x1' POP RIVETS O 5'O.C. SS,YS WITH NUT& AT REAR. \_ n 8 --WASHER-O-4'D.C. -- �n 3/16'ALUM.POP RIVETS I' - O'10'D.C.BOTH SIDES_— ---- —__ • EDGE OF SLAB ff APPUCABLE _ EDGE OF SLAB ALTERNATE LEC O&I CONRECIgN C7 _ IF APPLICABLE ANCHOR LOCATIN n (SEE NOTE•) 61 2'a6'MIN.WOOD _ DECK REQUIRED -- "-- (NO FINISH ALLOWED) CONNED IION Ca ,EDGE-OF IF s' 2'LAIN.E.D. SLAB IF EDGE OF 2'LAIN.E.G. APPLICABLE SLAB IF APPLICABLE t SEE IMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING- INSTALLATION — SECTION 78W (BOTTOM) 1 MIN.E.O. 1'MIN.E.D. - NOTE FOR COMBINATION OF SECTIONS: 2'x6•MIN.WOOD DECK REQUIRED, 1- MOUNTING SECTIONS CAN.BE COMBINED I (NO FINISH ALLOWED) IN ANY YlAY TO SUIT ANY INSTALLATION. MW.SEPARATION ASS FLOOR MOUNTING INSTALLATION 2'x4'COM.WOOD E CHER PIAIE REO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM) NOTES' ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FWISH T (3)5/f s'o u0 O—€Q 2' i 2- SEE.SECTIONS BW& 14W FOR MAX.A-S.D. DESIGN \ or Qg 'aa SCREWS W/2 1/2'uW, MIN.E.D. w / Io PENETRATION AT NIOWIDTH PRESSURE RATING& SPANS I"x 4'•1/8' 2 OF RAFTER USSES 8063'NU CONT. (7 /TR p �\ ALUMINUTA TUBE 1/4"x4'(6083-T6)FIAT ,'('. r —EXISTING 2%WOOD PLATE W/1/4'0 X1'TIX.. TRUSSES DR RPF7Q2 .2'x4'aON.W110O g SCREWSO.C.IN' AT S,"D.C.IAA%. STUDS O 16'O.C. _ BETYIEENTRUSSES ORGo' ,$pD• I v?I 1/8 'x4'(6063-76)FIAT PLATE W/1/40:1'TEL( SCREWS O 4'O.C.IN (2) 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX 8 BETWEEN TRUSSES ANCHORS 09#14 NDS WOOD SCREWS OR 1/4'0 / t EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIDWIDTH OF EA,STUD Min.THREADED PENETRATION INTO WOOD l `1 STUD 1/4'0 x 3/4'TEK 1/4"MAX.PLYWOOD EXISTING SOFFIT I I SCREW OR 1/4'-20 a 3/4' (2)NYLON , EO.+—EO. S.S.BOLTS W/NUTS& ROLLERS #10x3'S.S:S.M.S.W/1/2'0 x3/4'LONG WASHER®6'O.C. 0.855'9(TYP.) NYLON BUSHINGS(Typ:TOP)AND 1'LONG 9G 1/4'0 x 3/4'TEK e + `p.;OTTOM),EXCEPT AT ROLLER HOUSING 1 SCREW O 6'O.C. #10 X3'.S.S.S.M.S.w/ MOUNT TO'WOOD STUDS MOUNTING INSTALLATION 0.373'L011.14 LON BUSHING W/A 0.150' I ONT. I INSTALLATIONS DEtiY • L''r: SECTION 14W (BOTTOM) LONG TOP SECTION O'AND GO SECTION` O.D.AND LONG I.O.M [ x0:030' � (/7^ MA%. A.S.D: DESIGN PRESSURE RATING= +60.0, —60.0 PSF 0.22J'LONG BOTTOM MIN.SEPARATION INTO �1'OO�`� J✓ SECTION 0.320'O.D.AND To G1A55- weAER ' T 4°M Q` •• GENS ••'• FLORIDA BUILDING CODE,(High & Non High Velocity Hurricane Zone) 0.245'L0. (SEE SCHEDULE I STRIPPING EA I _ SCALE N.T.S. DN SHEET 13) i SIDE(TYP.) I Of Qg f c N0,44167 ®2077 TILTECO INC ORA6'N BY: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM YL r L: IL ECO.N1: FOLDING SHUTTER CORP. °ATE . �� HEADER TO TRUSS MOUNTING INSTALLATION g, .. TIWT TESTING&ENGINEERING COMPANY 7089 MEY3IREET PLACE ((�� 1 WEST PAW BEACH.FL 33413 17-082 V \ 61V Hr..Xix.SL.sV.111,WT.: rJf10Q15.n alas SECTION 8W (TOP) oc�; '•�s'11 °"":�ma6:'�". od'aas0aml,_ISII PH'1800-643-6371 6719 aRA1DHa Na MAX. A.S.D. DESIGN PRESSURE RATING'+60:0, —60.0 PSF s• '.••• �'•V,\''� WALTER A.EB-U. f Jr.P.E. ••P.E 3SGNQiGRE/OATE FLORIDA TI Y 41167 wAWn rn SHEET 12 OF 13 __ _ I m•sm. a MAXIMUM WIND PRESSURE (p.s,f") CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) 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) s w MAmuLL SUVS SPANS,Au�cISE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE REACTICIR PItE55URE Poslm� NEGAINE AT Toe CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK f«/-) PRE= PRL33LRE s BTOP CONNECTION ANCHOR 0.+) (L-) TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30,psf 144.0" 144" 100 Ib/ft A B C A C E A C F 60.0' 60" 88 Ib/ft 9 425 LB/FT - 388 LB/Fr 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 psf 700.0" 100" 146 Ib ft C1 - 9 417 LB FT - 388 LB FT - 134 LB/FT.6 473 LB/FT 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/Fr C1 '144" 144" 210 Ib fl 7 LB/FT - 27 L 347 BF 6 461 LB/Fr - 418 LB FT - 202 LB FT 60. 60" 100 Ib ft 72 . 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100° 167 Ib/ft C2 9 456 LB FT - 362 LB FT 250 LB/FT 190 LB FT 318 LB FT 380 LB FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/F7 144" 144" 240 Ib ft 6 525 LB/F - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/Fr 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/Fr 134 LB/F7 257 LB/FT 329 LB/Fi _ 9 372 LB/FT - 309 LB/FT 134 LB/Fr 80.0° 80.0" 754 Ib ft C3 6 496 LB/Fr - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/Fr 405 LB/FT C3 6 469 LB FT - 375 LB/FT - 202 LB/FT 46 psf 97,0• 97.0" 187 Ib/ft 3 813.LB/FT - 572 LB/FT 326 LB/FT 304 LB/Fr 418 LB/Ff 631 LB/FT 3 760.L8/FT - 572 LB/FT - 304 LB/FT 115.0" 115.0" 221 Ib/ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT g 445 LB/F7 - 370 LB/FT 139 LB/FT 144" 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/Fr 236 LB/FT 202 LB/FT 357 LB/FT 483.LB/FT 60.0" 60.0" 125 Ih ftC4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 3 972 LB/FT - 682 LB/Fr 389 LB/FT 364 LB/Fr 500 LB/FT 753 LB/FT 89V 89.0" 187 Ib ft 3 912 LB/FT. - 682 LB/FT - 364 LB/Fr 50 psf 700.0" 100.0" 208 Ib/ft 9 281 LB/FT - 224 LB/Fr 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT - - 120.0" 120.0" 250 lb/ft C5 6 421 LB/Fr - 334•LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226. LB/FT224 LB/FT 83 LB/FT 144" 740" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/Fr 432 LB/Fr 311 LB/FT CS 6 339 LB/FT - 334 LB FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/Fr 102 LB/Fr 3 681 LB/FT - 4 670 LB FT - 250 LB/FT 81.0" 81.0" 187 Ib ft C6 6 410 LB/FT487 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" 100.0" 229 Ib/ftC6 6 332 LB/FT 378'LB/Fr 323 LB FT - - 120.0" 120.0" 275 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/Fr 3 663 LB/Fr 756 LB/FT 46 LB Fr - - 137" 134" 330 Ib ft 4 269 LB/FT 301' LB/Fr 183 LB/Fr - - 114 LB/FT 153 LB/FT - - 60.0" 60.0" 150 Ib/ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/Fr 204 LB/FT CT 4 232 LB/FT 236 LB/FT 183 LB/FT 80.0" 80.0- 200 Ib/ft 2 - I - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" .100.0" 250 Ib/it 12 491 LB/Fr 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/Fr 12 388 LB/FT .460 LB/FT 409 LB/FT - - 115.0" 715.0" 288 lb ft C8 g 736 LB/FT 894 LB/Fr 614 LB/Fr - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131" 128" 346 Ib ft 6 982 LB/FT 11194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 1 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" 59.0" 160 Ib ft. 65 psf 92.0" 92.0" 249 Ib ft 100.0" 100.0" 271 Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE DSEE GENERAL NOTE C.2 ON SHEET 1 126" 23 360 Ib ft ANCHORS ANCHORS LAIN. E.D. MIN. SPACING -60. 60. -175 Ib ft NON HIGH VELOCITY TYDESCRIPTION 70_psf 100..00" 100..00" 292 Ib ft _ _ SLAT HIGH VELOCITY _ PE' _ CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK W000 STEEL ---- - HURRICANE ZONE 121" 118" 374 Ib ft SPAN HURRICANE ZONE 1/4"0 TAPCON W/ADVANCED .59.0" 59.0" 187 Ib ft ZONE 1 2,3 ZONE 4 A 3.50" 2.50" R N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117 114" 367 Ib it 5'-10" 2 1/2" 1" 2 5/8" 80 psf 113" 111" 400 Ib ft AS LESS 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 2.5/8"+ 1" 2 3/4"} 100 psf 101" 99" 447 Ib ft TO 8'-3" C 1/4" 0 CRETE-FLEX 3.00" 3.00" R N/A 3.00" 3.00" N/A N/A 110 psf 94" - 90" 468 Ib ft I I 1/4" 0 ITSY-BUILDER 120 psf 87" 82' 484 Ib it >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" 130 psf 80" 76" 483 Ib ft TO 12'-0" / 140 psf 74° 70" 464 Ib ft F #14 NDS WOOD SCREWS OR N/A N/A N/A 2.00" N/A 150 psf 69" 66" 483 Ib ft .)j1rAA1�A��rw•--. '1 4" NDS I- SCREWS 160 psf 65" 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. r:.`�p^71L(/ • �'�'-. FLORIDA BUILDING.CODE (High & Non High Velocity Hurricane Zone) AHGIES: }EXCEPT THAT 3 5/8" SHALL BE USED 'r L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ,,,,,SC (02017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OWN BY: GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A. M L L-: MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE IL E C O lqc. FOLDING SHUTTER CORP, �OATE17 RATING. FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS TILUT TESTING'&ENGINEERING COMPANY 7088 HEMSTREET PLACE "d .' Gn1 NW.utn.54'SLL]a!,Ma(SA'A 0 .rt uit'-0 WEST PALM BEACH.FL 3MI3 "'�G"' •�i , PN:4800-e/3-8.771 17-082 ,1 - R:Nlteco6:ld.can �JNSnphuft r m DRAVING No EQUAL i0 THE MINIMUM DETERMINED PRODUCT 9•°•• �� �' ,SPAN BETWEEN "L+°AND"L-". •" ln'.,(ORo'-_• ,\' WALTER -0006719P.E. gym' If]�. ,, OATE FLOROA Dc. 4!167 m n-0,,. ar/z./n m SXEET 13 OF 73