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- ---------------o _--_- -------- ra�G ► cal L rte. 1 _ t BOS Home Lop In User Registration Hot Topic Submit Surcharge Stats&Facts Publications contact Us BQS Site Map Links Search Product Approval nye USER:Public User Product ADproyal Menu>Product or Application Search>Application List>Application Detail FL# FL17080-112 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@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP TITAN 11 FOLDING IMPACT PROT SYSTEM CERTIFICATION OF JHDEPENDEN 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQWtDgv2aBQpHpQQ... 2/12/2019 rlunua-Duiiuwg %,vuc v1u<i10 YdgC L Ul L 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 Summary of Products FL tt Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRW,17- Approved for use outside HVHZ:Yes 082 PDE Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Eval ration Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes 1 Back Next Contact lis::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibllnv tat m nt::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under chapter 455,F.S.,please dick here. Pmduct Approval Acoapb: � ® ®OR® I Credit Card Sam https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2019 GENERAL NOTES: 1.TITAN 11 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.'THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE 20NES(HVHZ),AND OUT OF THEM.(NHVHZ). - 1/4 0 TAPCON W/ADVANCED_THREADFORM TECHNOLOGY,OR 1/4'O'CRETE-FLEX,AS MANUFACTURED BY ITW/BUILDD(, INC&ELCO CONSTRUCTION PRODUCTS; RESPECTIVELY,OR'8 14 ND,S WOOD SCREWS OR 1/4.0 NDSLAG,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 TAPCON OR 1/4"0 CRETE-FLEX OR#14 NDS 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.). 1/4'0.,NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR.Cl THRU C4.AND C6,THRU C8 .DESIGN PRESSURES RATINGS INDICATED ON SHEET 13. CONNECTION TYPE;AND 2"FOR C5.OR AS INDICATED ON WOOD SECTIONS ON.SHEETS 10 THRU 12.NO THREADED PENETRATION'INTO WALL,FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS'&ANCHORS'ON THIS P.E.D.,AS TESTED.WERE NOT OVERSTRESSED,A 33,R INCREASE IN C.2 MINIMUM EDGE"DISTANCE'OF 1/4'0 TAPCON;OR'1 _ / ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN'.THEIR ANALYSIS.�A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION ) /4.O'CRETE-FLEX OR 14 NDS WOOD OR 1 4"O.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& 1609.1.2OF THE ABOVE MENTIONED CODE.AS PER TESTING PERFORMED AT HURRICANE ENGINEERING/TESTING, INC. WALL,ANCHORS SHALL BELONG ENOUGH.TO REACH THE MAIN SUBSTRATE'BEHIND SUCH,PANELS. (H,ET.I.), HURRICANE TESTING:LABORATORY(H.T.L)&:AMERICAN TESTING LAB OF SOUTH FLORIDA:AS PER.PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL SEAS INDICATED ON.NOTE C.1 ABOVE. TAS-202 AND TAS-203•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616&.16G4 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 &®SHALL BE j 10 x 3';.410-HT MINIMUM SERIES W/ 173.6 ksi.YIELD, -1/4"0 TPN BUILDER.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 OF1719 BUILDEX TEK SCREW 1. FOR 6063-T8 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 DW/BUILDEX 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 8:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE_WHERE PRODUCT'IS TO BE.ATTACHED TO.INSURE PROPER ANCHORAGE.THIS'SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED.STEEL, OR•AIS/304 OR 316'SERIES STAINLESS STEEL WITH 35 ksi'MINIMUM YIELD STRENGTH. WOOD'FRAME BUILDINGS. 9. EACH'UNIT MUST BEAR PERMANENT LABEL-IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS,OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS-OTHERWISE NOTED) WARNINGS'HOMEOWNER,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 BEL PLACED FOR EVERY OPENING. 1/4'0 x 3%4'SOLID SET,.AS DISTRIBUTED BY ALL'POINT,SOUD SET ANCHORS TO MIN.f'c=3000 psi. LABELING,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. A.1) 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.D.)SHALL BE AS,PER;SHEET 13: INFORMATION FOR A SITE.SPECIFIC PROJECT;.i.e.WHERE,.THE SITE CONDITIONS DEVIATEFROMTHE 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 NOL 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. A:3) 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 TOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:.ASTM C-40. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING,AS DELEGATED'ENGINEER TO THE.RED. ENGINEER;,SHALL SUBMIT TO THIS LATTER,THE 51TE SPECIFIC DRAWINGS FOR REVIEW. 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY;AS MANUFACTURED BY LT.W,..BUILDDC, INC. (E) THIS.P.E.D.SHALL BEAR THE DATE AND-0RIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x.3/4".SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET'ANCHORS. PREPARED.IT. - 1/4"0 CRETE-FLEX.AS!MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - NOTE THIS BE B)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0.CRETE-FLEX INTO CONCRETE BLOCK UNIT IS,1 1/4". 11/,L11�•`F•k A/��� �,= PERMITS IN HE SHALL TO OBTAIN MINIMUM EDGE'DISTANCE-(E.D.)SHALL BE AS PER SHEET'13. X11 y�Q',••"`�......•. ��•, 8:2) 3/4"SCUD.SET ANCHORS.SHALL BE ENTIRELY EMBEDDED'(7/8,') INTO THE CONCRETE BLOCK UNIT. NO �, 4H ,,rru`-••�'•.-. 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 i.1/2"LONG 1• NO.44.1®yr -1 ®2017 nuECO INC.. TITAN IT FOLDING IMPACT PROTECTIVE SYSTEM 0�'N BY: MINIMUM,.SHOULD-STUCCO EXIST AND 1'MINIMUM,FOR WALLS.WITH NO STUCCO. *: yL B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND.ON THE EXISTING WALL, 07/20/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE'BEHIND SUCH PANELS.ANCHORAGE �" 1• /'-L E,C C L N c. FOLDING SHUTTER CORP. DATE SHALL.BE AS INDICATED ON NOTES.B.1 & B.2 ABOVE. ® ,,/ e-.4�•••. }'J �.�•�(�.'eA TILUT TESTING&ENGINEERING COMPANY 70s9 MINA K L 33413 3 WEST PUNT 0-643 R aI 17-082 Gewr:(6-mal:tate.Fea:(aealm-uai" R/:1800-hu ftam 71 ANAL 6-mal: DO06000Lcom .n JolA ngehu ten.can DRAWING No ,•� Ee-0006719 _ WALTER A TIJr.P.E. I P.E�SEi1CfS`IT:NARlRE/DATE FLORIDALORIDA Oc.F 4/767 ala 1a-ou m/n/n SNEET 1 01 13. 1.800• .875• ZVI* x830" �1.e30- 2 ssm- pia o 1.s1619 • "a. ,a�' .837• _ 9. 6i. ,.138 ,.BB 1 SLAT SLAT WINDOW Q —END Q���Tgp �' LR 60 - ALLOY(TO BE USED FOR ALL fNSTALCATlONS 6063-T6 ALLOY 6063-T5 ALLOY © EXTERIOR CENTERPIECE AMY INCLUDE TERFORATIONS'AS PER (TO BE USED ONLY FOR INSTALLA77ONS ® INTERIOR CENTERPIECE 6063-T6 ACLOY DETAIL JO FEET OR HIGHER,ABOVE GRADE MEASURED AT BOTTOM 9F OPENING 606J-76 ALLOY SEE COMPONENTS 20. 21 &22 ON 5 SHEET 3.) 1061' ,BJI" ,.]15- ANI• T.698• 1981' .591' 1.997 2.71B" 2017' 4 R..ITD" '4(1• 7.637' .065.' K N .811 .,TO• .ITB' 7e•rf0" _ '�' �. '2 .oBa' .o9B r S .rag• g �° .o6T•. $ .a62• 09 .2 -0R1" .osB• ' ss .1.961' ''�• _ •. _ �; -061• N — g � (Ma) 6W .381' .OBI' zns- z513- ' xns• .630• . z]1B• ® Y. © 255 MAX. B.O. WALL HEADER CEILING HEADER ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-75 ALLOY MVREAD TRACK 6063-T5.ALCOY 6063-.T6 ALLOY' 6063=T6 ALLOY 6063-T6 ALLOY ..s9B•A 2696 n t2 090 COMPONENT a D tt t2 .B9Y •�- 8 � y .73. 2' 5" MAX. 0.125" 0.125" ti 2' 4" MAX. 0.25�' 0.25• .069' a 1©. 1" 2'•MAX. 6.062"' 0.062• . 1e.a• ALT. BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD !�3 1�8© ALUMINUM ANGLES 14 RAIN HOOD :6063-T5 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY6063-76.ALLOY r.r1a• As.CJ�I PONEN TS �•, ,,'/'�- FLORIDA BUILDING CODE(High & Non.High Velocity Hurricane Zane) 02017 TIGTECO.INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OWN M ti Y.G. S ( V- _8"!0-16 ACETAL za9] 'G� / fL E C O�n�. FOLDING:SHUTTER CORP. °'U,E'T THUMBSCREWS ® LOCKING TUBES �Q T TIWT TESTING @ ENGINEERING COMPANY 7088 NFJISIREEr PUCE AT CENTERPIECE �9 CORNER POST ' Y' °"'N°5.�.'°:'ti.>w•"�rA 6 r°'G. NE51 PAW BECK 6 1 ,�_aBZ OR ,c'•.,[ P \ �1,6>0. :gym„-,.,, PH:1800 B{3 8371 ' .- I:u6.99o991..9m ...fdc 9sn:AWn.99G, ORANWG Ne 6067-T6 ALLOY 6067-T6 ALLOY ,th ,�R��,, V Ft ®-0006775. 1,41N. 28 112-LONG = f �''',�'1. �N WALTER A.TILLTT ar.P.E. ^� I®,pyµyaq?7, 7uATE FLORIDA Ua#-167 m/59/n R, o.rt SHEET 2 OF 13 trlNN cIrARANT (J)ROWS OF trwn.nuAA•us To i/4.'D HOLES: To O E4.SPACED O .O N BOAPART ZCUP EACH SIDE TABLE 16, SOURCES FOR &©1 On O DIRECTIONS. Aro. Of WINDOW(SEE TABLE OPTIOAS k SPAYS D O. SLATS. DMX)MO TYP'GiL PROPERTkS. STANDARD a4 SI&C WRO✓ATIVE KNUCKLE 0 0 KNUCKLE— RETERMCE U4767W/SCIENCE PLASTIC N ) OOO lTypJ 2O UCM4KROLam J! LENAN TOY RESIN p PHYcIr_sl, 0600 VIEWING SPECIFIC GRAVITY ASTM D792 0.043 Ib/In 0.043 Ib/in' 0 O 0 0 WINDOW MEECHAN t ED PC) iGE Flalnov TENSILE YIELD STRENGTH ASTM D638. .9.400 D•s.i. 9,500 P.J. OT A AT pp FLEXURAL STRENGTH AT'YIEID ASM 0790 12.500 p-i. 13,400 D.sl., 2. 2 p t d (rVU qA FLEXURAL ACUL� M NODULUS AS0790 340;000 p.s.L 345,000 p.s.L SNAP-IN END 1 3 1.000. 2 CUP TOP/BOTTOM s^ Um Qq' OF WINDOW NOTCHED IZOD ASTM 0258' 18 Ff-Ib/in t7'R-Ib/in (SEE TABLE 2) SHONE FlRF BLRNOENSIIYRJG CNARA(TFRI511C5• ASTM 02843 47.2 R 64.5 S MAX N In c7 RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS 3 A ,SELF IGNITION ASTM 01929 1040•F 980'F y SLAT WINDOW �i1 -SLAT WINDOW 0.060'THICK WEATHERING: ASTM G155, U POLYCARBONATE-VIEWING TENS STRENGTH AFTER WEATHERING ASM 0638 9302 8840 2 v.o.l. v...i. 4l s .WINDOW(SEE'TABLE 1) p.s.i. 2 W 2 h TENSILE STRESS BEFORE WEATHERING ASM 0618 8461 p.s.i. 8880 7:000" Mzt NO X(2)HINDOWS MAY BE IN ONE SLAT SPACED N CO MAX. N A MINIMUM OF 24'APART, WIM 12'MIN.FROM ENDS'OF SLAT TOP&BOTTOM. m TABLE 2: SOURCES FOR - SLAT al NEVER E INSTALLED ADIACENT _rtAr naenov 70 (3J7£RPI£CES®OR(,NOR AT'CORNERS OF PRODUCT. STANpWD. M4STD7 I=COMPANY Cr sw O TIP=PROPERTIES BLACK NKON'PART °o °O —� ® SLAT WINDOW DETAIL R FERENCE /2051Ai/B O'O00 (ELEVATION) PHYSICAL SLATS /• OOO SLA TS20 SPECIFIC GRAVITY ASM D792 0.042 lb,-' N KNUCKLE— E -000 KNUCKLWIEIVING MECHANICAL (Typ) 00 (Typ) WINDOW TENSILE YIELD STRENGTH /STY 0638 11,500 psi. 000 (J)ROWS OF (MuJVXs am' O.O. FLEXURAL STRENGTH AT.YIELD ASTM D790 15.OD0 P.si. OQ O 1/4'D HOLES Dom' HTF FLE URAL MODULUS ASTM D790 450,0°0 p..1.I O' FAB SPACEDr 61�T Il 1MP2GC trwN nFAWncE JIB-APART trAUN:cIErrVME a Q060 NOTCHED IZ00 ASTM D256 0.6 FE-Ib/in To IIAT 6�TIW' �IN BOTH To6NTI,cna1 THERMAL PROPERTIES Inrf .DIRECTIONS. EDDE nrD• bp3p• COEFFICIENT OF THERMAL EXPANSION 'ASM 0696 3.5 x 10 in/Irl F 2i Z-CLIP 22 SNAP-IN END CLIP MELTINGITEMPERATURE ASPM 03419 500? ERF ATO BE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERFORATIONS AS PER THIS DETAIL TYPICAL n SLAT WINDOW- DETAILS -M4.Y. (2) WINDOWS NEVERY to ONE SLAT SPACED Wf 20•: VIEWING WINDOW & 21 . t'221 CLIPS MIN 24"APART(L+AK.EVERY 1f7'SLATS): TYPICAL ALTERNATE PERFORATED (SMALL MISSILE A""' l�4/P' r' (1)SLAT WINDOW ELEVATION ,��`1P ....•••••.,<<i LARGE MISSILE IMPACT) ��CA�LNS ••y'� FLORIDA BUILDING CODE (High 8E Non High Velocity Hurricane Zone) ` .NO.44167 ' 02017.TITECO'INC. ORAYN BY: TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ILL. 7f IL E CO�N�. 20/17 FOLDING'SHUDATE TTER CORP. °'ATE srO�• w3L1fe�,••(4(.T 1� TILUT TESTING&ENGINEERING CONPANY 7089 HEMSfREET PLACE WEST PAW BEACH.FL 33413 .•,,n.xu.as:sd.3m,Kwrw canoe,n sltee 17-082 —ri,t-tpt PH:180°-643-6371bnsco0ad.com tmfdEep.buttw.wm DRAWING No EB-0006719 _ WALTER A.RLL7T Jr.P.E P.E'S4AL/(9rAA7lIRE/WYE FLORIOA Lia I}44167 atYm/n tm SHEET J OF 13 6 ' r orO31Y/ 13 , 16 , 17DR 19 4 DR.S rC@8) ) M ru W N aUSE (2) AT 30' 5 N O.C. FOR SPANS n 2U ♦ NOTES ON & LOCKING TUBES QBE AT(a)& 51�. X J UP TO 99� 1. TWO (2) CS)SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED gw USE(3) ®AT 30'O.C. AT 30" O.C. FOR SPANS UP TO 99".USE'THREE (3) IFOR LARGER o FOR SPANS LARGER 'SPANS SPACED AT 30" O.C.AT MIDSPAN, COMPONENT MAY BE 0 \ L '� THAN 99' L TOR INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES' 4QOR5Q.LOCATION OF©SHALL BE AS SHOWN.ON TYPICAL ELEVATION. ui 5•C 2. (2) LOCKING TUBES Sr� LWAYS BE USED TOP & BOTTOM AT N N PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES 1 Q�SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * OR 8 (2, 1 t t SEE.LIMITATIONS FOR:@ON SHEET 2 I 1 SEE END CONNECTION DETAILS ON SHEET 9'TYP. FULL HEIGHT, FOR CDNCRETE, CONCRE TE BLOCK.OR BLOCK.OR 6 , O, O+ 13 , O")• 1-6 ,,®+ 3 , WOOD INSTALLATIONS. UNLIMITED WIDTH 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 & 7B ON SHEET 7. 1111 �R A• T/( -• SEE SECTIONS iW & 2W ON SHEET 10. •••• SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. A1ti _ pEN''•• ✓ •- SEE SECTIONS 7AW,.7BW, BW & 14W ON.,SHEET 12. ti •••J S •'• FLORIDA BUILDING'CODE (High &Non High Velocity Hurricane Zone) NO,�41b.7 ®2On nLTeco INC. ORAtm BY. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ML 0/17 FOLDING SHUTTER CORP. °'ATE DATE •, •moi AT T7WT TESTING A ENGINEERING'COMPANY 7089 HEMSlNEEI PUCE = S ••v ,t6�?:?•�,ti�, 1 IOU,,Lh.160.Sl,SY.]OS.VAC1:w G1AY16,R)1188 WEST PAW BE1CH,R JJ11J 17-082 _ 1".31(�m7en-Im.rm:(wsPn-.a1. Pit Te00-e43-e]7( -maEB-DG0-87 9l.eom �,r.(olmngstMlam.eam DRAWING No WALTER A TILL1T Jr.P.E. eur P:E�sEu;/,yarATURE/OAIE FLORIDA Lie.144167- mmnl m S.— I OF 17 POURED CONCRETE 'OR CONCRETE BLOCK 'WALL REOUIRED. OPTIONAL WAN HOOD PUKED CONCRETE EXISTING NON STRUCTURAL WALL C OPTIONAL'RAIN HOOD - (NON-STRUCTURAL). REQUIRED. TRIM(DECORATIVE HEAD) 0.060•THICK 5.5. (NON-STRUCTURAL) EE SHEET 13 ROLLER HOUSING (TYP.) IS 7:000'S 25C0'MIN. ED. cpn (R)LLERS �I �-'-;o CDNM=ON C2 / �I -� .•v / Y RAIN°HOOD O.B55'0-(TYP.) (SEE SHEET IJ / (NON-STRUCTURAL) mImw / Y 1 #10 x 3`S.S.S.M.S.W/ o 1 0373'LONG NYLON W }/1fi'ALUM.POP RIVETS. _ - 3/16'ALUM. BUSHULC W/A 0:150• _ CONT. POP.RIVETS. S / 0 1a'O.C. 1 (2'x4'MAIL) g LONG TOP SECTION 0.500' O16S'x0.270' O is'O.C. 1 --� O.D.AND 0.245'L0.AND zOA30• } TAPCON W/ADVANCED 0.223•LONG BOTTOM. ULTPAFA9 '1 SECTION 0.320'O.D.AND WEATHER I MIN.SEPARATION THREADFORM TECHNOLOGY1 00.32 i.e. STRIPPING EA POUROR ED CONCRETE TO CUSS OR 1/4'0-ELCO 1/4'0 x�I'7FJ< SIDE(TYP.) ] SEE SCHEDULE Or ,�j 'WALL°REUIREO.NCRErE LOCK (ON SHEET 1) 1 Or g- CONSTRUCTION �tl�PRODUCTS ��� I SSR US WITH NUf2k x1• 3//16''ALUM. T 1 MIN.EMEEDMOtr m s'D.C. I WAS O 4'O.C. 0 18'O.C. 1 or POURED CONCRETE OR CONCRETE BLOCK 1 LAIN.SEPARATION WALL REOl6RED. TO GLASS 1 or 1 or SEE�SCHFDULE ON SHEEP 13) 'l7 t d 1 MIN.SEPARATION •g } 1 TO GLASS 'POURED CONCRETE $ f`-(SEE SCHEDULE OR CONCRETEBLOCK� �n 7 ON.SHEET 13) WALL REQUIRED. 1 1 or (RC2 j 1/4'0x 1•TEK SWEET I SCREW OR 1/40-20•x1' s '1S5.MS WITH NUTA •2. fWASHER 0 4'O.C. ' /10x7'S.S.S.M.S.W/A/2.0 //, i/4.0,fM 6U2DIX -� 1'LONG NYLON BUSHINGS 7HRF DF°UpWd TECHNOLOGY ° �'''80�OA')'`ND}/` WALL FACE MOUNTING INSTALLATION coKSTRIan.1"R.0 a°5 1 13 LONGSEE SHEEP 13 j ROLLER H USING IX(TYP.) AT CRETE-FLOC W/1 3/4' I SECTION Z MN.EMBEDMENT O 61.3/4" ' (2•x4'MAX.)O.C. I WALL FACE MOUNTING INSTALLATIONH °ANNCHOR SECTION 1 1/2 SPACING ANCHOR-SPACING OO El GROUTED BLOCK REQUIRED I ppp• 2500 MIN. (MIN.f-2 POURED GROUT)EO CONCRETEE PTMIN. E.D. EXISTING NON STRUCTURAL WALL TRIC!(DECORATIVE SILL) O O 5 ANCHOR„ SPAO" STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR6 ,,AA.rr..,,� MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,,T''�P�� a•A..... �Ir , A.S.D. DESIGN PRESSURE SECTION +65.0, -90.0 PSF & CONCRETE BLOCK ��A1 �,\CEN4 'J� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) .SCALE:N.T:S. o.. 4167 ®2017 DLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE'SYSTEM D Ler' NOTE FOR COIABINATION OF SECTIONS> * E.D: = EDGE DISTANCE + 07/20/7 9' I L E C O,, FOLDING SHUTTER CORP. DATE SEE,SPECIFICATIONS.ON SHEET T3 1- MOUNTING SECTIONS CAN AL COMBINED ( ) r; (� 1t, TILLR TESTING&'ENGINEERING COMPANY 7085 HEMSTREET PLACE rf IN ANY WAY TO SUR ANY INSTALLATION. (f �`4i HHS Ha35.µW,JEN. A01;NRCfld4 lARDFHS n)3164 WEST PAW BEACH.FL 33413 17-QBG •� V ••'••••• •' �V K...,ewyen-. .r..,(awX7H-1mt PH:1600-643-6371 _ HII - U:tBLacoc.I:c 6, raWJolSnpahuften.cmn CRAVING Na _ SOMAL E��O•' EB-0006715 Y SEE LIMITATIONS FOR®ON SHEET IWALTER A lT ' P.EC4f67: P.EiihWONRE/DATE FLORIDA x84 m' .SHEEP 5 OF 1J J 1/4b x 3/4"TEKS:SCREW OR 1/4"s 3/4• BOLTS W/NUTS-&WASHER 0 B'O.C. ,0.060'THICK S.S. I I MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING I MIN.SEPARATION CONCRETE BLOCK WALL /// TO GLASS REQUIRED 7 r`(SEE SCHEDULE—� (SEE SCHEDULE OPTIONAL RAIN.HOOD �1 � CINXE"7ON.04 E0. E0. (NON-STRUCTURAL) I ON SHEET 13) ] Or ON SHEEP'13) (SEE SHEET 13) n JIGx3'S.S.SIMS.W/1/2^C ALTERNATE 3/16'.ALU61. t ALTERNATE 3/T6`ALUM. mn �z3/4'LONG,NYLON BUSHINGS POp:RryE75 0 5'O.C. POP'RIVETS OT O.C. (TyP.TOP)AND i"LONG(TYP• AT REAR.- AT REAR. Iq v BOTTOM),IXCEPT'AT.ROLLER I 11 I, HOUSING(TYP.) ON N W (2R)Gt1NYLON 1— --�: I -.r^•ta. "..' I nas 9 •s w 0.855'0(TYP 6,, •.i I I O .POP RIVETS 3/16 PLUM.POP RIVETS I '•T 0 10'O.C.BOTH SIDES TERNATE NOP o l0 o.c::BOTH SIDES LEG&ANCHO 3/16'ALU.PEO. EO. ORIENTATION 8 RUM 0.18'O.C. #10 x 3•S.S.'S.M.S.W/ BUSHING LW/A.0.150' I OMT.0.163"s MIN.3/4'PLYWOOD o MIN.3/4'PLYWOOD LONG TOP SECTION 0.500' NIN.SEPARATION 0:270'x0.030' 1/2'FAIN. REQUIRED ULTRAFAS o REQUIRED O.G.AND 0245'T.d.PNOI TO GLASS WEATHER 1/4'0'TAPCONS OR R (SEE SCHEDULE ] Or g 0.223•'LONG BOTTOM 'STRIPPING EA. CRETE-FLEX \Z"1HRU BOLT W/ SECRON 0.320'0.0.AND ON SHEET 13) SIDE(TYP.) n`�1 a o ANCHORS 6'O.C. I WASHER&NUT 0 10'D.C. 0.245"d• 'C•J, w 1 V � EACH SIDE. ') 1/4"THRU.BOLT W/ o 1/4'-0 TAPCONS.OR WASHER'&NUT®5'O.C. CRETE-FLEX ANCHORS 6'O.C. .POURED CONCRETE OR CONCRETE.BLOCK WALL 1"or REQUIRED' 2'x4"OR 2•z5'il/8' POURED CONCRETE,OR 5'x3'.1/B'6063 T6 CONT: ALTERNATE.3/16'ALUM. 606}-T6 CONT.ALUM. _CONCRETE.BLOCK WALL ALUM.ANGLE OR,BENT PLATE. POP RIVETS'o.5'O.C. 1 ANGLE. REQUIRED AT RM 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- SEP W n 9 3/16'ALUM.POP.'RWETS O MIN.TO LAS GTION ',BOTH SIDES. USS —(SEE SCHEDULE j I ON'SHEET 13) a w x ALTERNATE LEG 1 Or &ANCHOR EQ. EO. ORIENTATION CONNEMION13 ALTERNATE LEC d. (SEE SHEET 1}) &gN . CHOR ORIENTATON _1/CO z 1/4'TENS,SCREYf W/ POURED CONCRETE OR. 5/8'WASHER-OR 1/4'z 3%4' c •.i, CON BLOCK WPLL 80LTS W/NUTS'&5/8•WASHER 0 I REQUIRED '4'O.C. •irr _ 8 a BUILD—OUT FACE MOUNTING INSTALLATION CONHOMION 04 SECTION 4 I (SEE SHEET 13) o , �7 �% EQ• EO.. '1/4'0 x.3/4'TIX5 SCREW POURED'CONCRETE OR�j _ OR 1/4'x 3BOL75 1V/NUTS. CONCRETE BLOCK WALL &5/8'WASHER0 V O.C: INSTALLATIONS DETAILS INTO CONCRETE R °'Rm „> & CONCRETE BLOCK I L IDN -MOUNTING INSTALLATIO SCALE N.T:S. �g���-1 _ B !,.�;U,,ING'CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS; NO.44167 •'. ®.2on 1ILTEcoINc. TITAN IC FOLDING IMPACT PROTECTIVE SYSTEM pP° �` E.D..=.EDGE DISTANCE /20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET' 13) 'L EC',O SNC, FOLDING SHUTTER CORP. a'OUE 477 IN ANY WAY TO SUIT ANY INSTALLATION. •� A� • 0 •` TILUT TESTING&ENGINEERING COMPANY 7089 MELSTREET PUCE �:•• Y1 6]GG'HM.]GUu]L.9Y. ,\1RR.ttA C.A9FNS M1].11.71 WEST PAINT ..3 6 13413 17-082 •••'•.... `� Ra.' fsoSm t-t .lm.r l]m)81t-tG.lt' RI:18hiish 6]71 1 SEE LIMITATIONS FOR®ON.SHEET 2 -'s�D1VA�'�E�G� 7f1. o- I:.6uacowol.com aar.r4Wh9znutlaz.nm ORA81Nc No .If EB-0'005718 1 WALTER A'TILLR Jr.P.E. mrz -P.E:SEAL/SIGNA�IIRE/DATE .FLORIDA-Li.I,jl 44167' m/x/" m MEET 6"OF 13 MIN. E.D.- E0. -EO.- POURED CONCRETE COt UMIGN C5 REQUIRED (SEE SHEET 13) 0.060"THICK S.S. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (z)NYLON g10.Y ss.s.M.S.W/r/2'o ROLLERS'0.855'0(TYP.). 3%4'LONC NYLON,BUSHINGS. (TyP.TOP)ARD 1'LONG(Typ: I 8 e 'BOTTOM);EXCEPT AT ROLLER HOUSING.M:) 810 x 3"S.S.S.M.S.:1Y/ 0.373"LONC;NYLON I- 3/16"ALUM. BUSHING W/A 0.150" t POP RIVETS, I LONG.TOP SECTION 0.500' I ®1B•O.C. O.D.AND 0.245'i.tl.AND ? I CONT:0.163•x0.270'i0.030' 0.223"LONG BOTTOM { ULTRAFAB WEATHER SECTION 0.320. AND STRIPPING EA..SIDE(TYP:) 0.245" O.D.i.d. I I (TYP.) Of'I I 1 Q_ MIN.SEPARATION 8 �. N cwzi TO GLASS w (SEE-:SCHEDULE. .w _ 1 MIN.S PNTATION ON SHEET 13) TO GfASSt i I w (SEE SCHEDULE ON SHEET CHH 13) ®1 I -p' MIN.SEPARATION I I a 1/4'o x.l"TEK SCREW OR _ 'TO GLASS w U20•x1'S.S.MS.WRH: (SEE SCHEDULE- 1/4 1 I Oar fy OPTIONAL RHN GUARD ( NUTh'WASHER 0 4'O.C. ON SHEET 13): I (NON-STRUCTURAL) ALTERNATE 3/16'ALUM: 7 { �I.1 .POP RIVETS O'5�O.C: I OPTIONAL RAIN CUARD Iv ATP ll] ,I (NON STRUCTURAL), I FU7nS :v ALTERNATE 3/1fi"ALUM. r y ALTERNATE LEC I n •« POP RIVETS o 5'o c. •, , LOCATION WITH AT REAR. 3/16•.ALUM.POP-RIVETS .PNCHOR cmummm C7 � 9 O 10.O.C.BOTH SIDES (SEE SHEET 13) 3/16'ALUM.POP RIVETS' �O 10.O.C.BOTH SIDES EDGE;OF _ ./ '.SLAB 1F� EO. EO. SLABAPL N3IE EDGE O- . POURED CONCRETE CONNEC1101T CS -. - _ .APPUCABLE REWIRED (SEE.SHEET 13) /' 'ED.. EO: PDUREO,CONCRETE RPOURED EQUIRED CONCRETE— REQUIRED. COHt7ECDpR CE MITI.E:D. •MIN.ED. MIN..E.D. (SEE SHEET 17) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATION'S DETAILS INTO CONCRETE & CONCRETE „9l =K'%i-,, SCALE: N.T.S. ,tttt •��”' FLORIDA'BUILDING CODE (High & Non High Velocity Hurricane Zone) : * \ �Q 4�j 67 1 - ®.2017 TILTECG INC.. TITAN II'FOLDING IMPACT PROTECTIVE SYSTEM DRAIN NOTE FOR COMBINATION OF SECTIONS E.D.,- EDGE DISTANCE ` 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS.ON SHEET 13). a07/10/17 IN ANYWAYTO SUR ANY INSTALLATION. ,• ST 4 'L E'C Q,,,�', FOLDING SHUTTER CORP. G4E =�•••T S TILUT TESTING&ENGINEERING COMPANY ST P M BEACH. RACE _ % %0 ..1• 6RS Mme. Sb.wf.tuCNA W14MX it]]100 WEST Pull BFACN,FL 33413 17-082, 1 SEE LIMITATIONS FOR®ON SHEET.2 S1 eI 1 elm i-"'.�ra T"'m 1 lvl .mow•1B ,4R}em�.7wtm DRA%nNG H. 1 E un 7,19 .mml �5�•••�d��• r E9-a0o6719 0„< WALTER a P.E. ���€r�SFAL--lrgSICNATURE/OATE FLORIDA Uc.e.'1 44167 m/b/rr xn SHEET.7 OF:13' PoURED CONCRETE OR GROUTED CONCRETE GDDO•MAY. B - SPAY TUBE PTA SCHFOUIE BIOCR WALL.REQUIRED (SEE SCMX X %NCHORS MP•)(SEE.SCHEDULE) (TUBE TOP OR BOTTOM) ) ' � � � � TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE # (6)Ile.3/4•TEAS SCREW - ------------ TUBE SPAN TUBE PIER ALLOWABLE TUBE REQ-D ANGLE. NUMBER OF ANCHORS A 7•1C. IER S ar„u.Y, 0 0 0 -_7 o o o MAXIMUM SPAN LENGTH EA..END PER END OF TUBE GMEDULE - -- - r�Na °0�'T6 ALLD1f "a n*a ro ZPSPANo o0 0mSTOP OR BOTTOM TOP OR BOTTOMTOP OR BO TTOM I/ .3/4OscREM /• TUBE TUBE TUBE O 6.O.C. L 3.4 a rr o 60" 106.0" 13 8 ?' 17•,1/4•,LENGTH 3'.211/1'.IEHGIl1 606.]-T'NULL / GowS6 AUM.MOVE D, 2"x4'x1/8" 96" 85.0" 17 10 (SFE SCREDU ANGLE 144" 1 69.0" 13 8 y LENGTH(TVP.) S1i•.ii.�ENNCM � � 80' 117.0" 17 70 5063-Ta NUM.ANGLE Q 1 a T 4 tn• 2"x4"x1/4" 96' 110.0" 21 12 (SEE ) B FENONO E°"(TTP'l 144" 91.0" 21 12 '•'� SPAN TUBE LEN 80' '109.0" 17 10 TYPICAL EL oq (TUBE AT TOP) 2"x5"xt 8" 96" 100.0" 27 12 SPAN TUBE MOUNTING INSTALLATION SECTION X 144" '81.0" 17 10 SfAFN N.tS. SPAN TUBE LEN 4 •NPL 80' 124.0" 21 12 ED.CTrv.) Q w° /=•TMP 2"4%1/8" 96' 114.0" 21 12 foew 144" .93.0" 21 12 t 3•.4•m 313• V VAUD-ALSO FORMIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE X•7•.1/4••LENGTH ,at ,x•1413 i3'- I SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN 606]-T8 NUY.ANGLE eD m NULL AYFdE SHOWN ON TABLE 1. (SEL 6CH"u" (SEC Sf ) Y Y � � TABLE 2: MAX. SPAN TUBE LENGTH-SCHEDULE(TUBE AT MIDHEIGHT) e Z� TUBE MAXIMUM ALLOWABLE TUBE REWD ANGLE NUMBER OF ANCHORS /c•,3p•TEN scREW o 0 0 0:. O\ SIZE PRSP�T SPAN LENGTH EA. END PER END OF TUBE o 6'O.0 _____ - --- 1 --__- ]11•a]13•n \ SPIN NEE FFA SC UDUIE - -- --- � J••21f/••,LENGTH 60a3-Ts Fuor 6Dw-T6 Nuu.ActE 60" 76.0" 13 12 (SEE s ULE) (5),/4•,3/4'TENS S1" a 2'x4"X1/8" 96' 60.0" 17 75 e.0ao•MA,L AT LaHGN000WiY. 'KN.SPAONG SPAN MBE PER SCHEWIE P 00 COMD E (sEE.sc w 9ErWE04 ANCHORS(nPJ 144" 48.0" 13 12 OR GROUTED CONCRETE (2)RO'NS V-1/4.0 TAPCONS CK BLOWALL REOUIRED - AN IM(TTP.),(SEE sci,ma) ,TYPICAL ELEVATION x(TUBE BOTTOM) 80" 87.0' 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"xt/4" 96" 79.0" 21 18 S ON'Y _�TUBE� 144"' 65.0' 21 18 (6)1/4•.:3/4'TEKS SCRM 4.1/T.ED. AT r O.C.LCNGRVONNLT. 314•a S•r3•w.3•i211/4' (".)' BO" 77.0" 17 t 5 LENGTH 6063-%6 ALUM.ANGLE OPENM VA tn•TMP. (s)RONS OF 1/4.4 (SEE SCHEDULE) I 2"x5k7/8 .961 70.0" 21 18 TAPCONS ABHORS r11 a (TED.)(SEE SCHEDUIE) IE 10, 1 144" 57.0° 17 15 80" 88.0' 21 18 at Qe [J 2"47.11/8" 96" 81.0" 21. 18 v Z / Z ggga 144" 66.0' 21 18 i o o. o 0 0, o INSTALLATIONS_ DETAILS W/ SPAN TUBE INTO. POURED CONCRETE /*• /• �N - -------------- OR GROUTED CONCRETE BLOCK WALL e.tn0'MAx a a•D.c r O O O OO O • (sEE scHDutE) - -------- SCALE:N.T.S. SPAN IUBZ'FER.SCHEOUX µ0063-T6 ATo. 0 0 0 0 0 opv,..�P 5 E°t4E ))Ix MAX.A.S.D.DESIGN PRESSURE RATING :72.0 PSF FJ - 14•w 3-A•w .y .•+11,/4' i -TS e � E .(/�• LOAN sas3 �L (sEE (t< •., i. FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) NUY.ANGLE .v."A (SEE,SC1EOULEI 02017 TILTECO INGCR at ' N0.44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ON BY. M.L. /20/17 FOLDING SHUTTER CORP. °'DATE POURED CONCRETE "- DATE DR CONCRETE O0M6,man- •: 7089 HEM EACH. LPLACE 33 BlOG1C WALL REOUwM 3•.4• 310, ]•+2'.1/4• Q R TIWT TESTING'&ENGINEERING COMPANY WEST PATI BEACH FL 33413 LENGTH 6063-15 NUM.AMGLE .�•. \r .`) aTm HAW.Sun.6L,sr.-IF,wIOENs.n]Brae 17-082 (a)r/4'•3/•'TETrs svNEH TYPICAL ELEVATION (TUBE AT MIDHEIGHT) _ (�r�-).ORIUT;.•••`JC. r .,(uemer,_t>,o. •ttoey>,-+u+ PH:1600-M-6771 AT 2.O.C.LONCmONALLY. (SED scama) srAE. .s --y/1 •••• \\rNlRt 6- U:tilleco0od.com mra.Eoldnphutt scum DRAMNG No ES SPAN TUBE MOUNTING INSTALLATION T SEE LIMRATIONS.FOR®ON•SHEEP 2 - / WALTER A�0571Ur.F.E. SECTION Z 'PL:$_• sJrryATuriE/°ATE FLORIDA.U-111 4167w/a/n SNEER .OF 13 so a N.Tz TAPCONS/CRETE-FLEX '(SEE SHEET /-EIOSTINO CLASS ANCHORS O lar � EXLSTWG STRUCTURE 13) 5.756•(TYPJ EX611NG (SEE SMEET 13) FXISnNG ' 91 STRUCTURE STRUCTURE 3/8"0 THREADED HOL& * / 1 4 1 7 4 // \ 3/16•POP R1&7S OR '0 CENTERPIECE FOR I" APCONS/CR E-FLEX \ 1/4".3/4'TERS-0 (TPP.) \ 7 ANCHORS o 1B•O.C. 1B•ox. � 15 1 1 / /16•PoP I/X 3 or or or 1�T or 1�t OR /4• TENS°IS D.C. WALL FACE or 1 A t W 3 END CONDITION eoG Tg /90.0go.o eo:o 2/ .s/ld'POP,Itn2Ts OR / 8 4 SH WN '/4''3/4'TEKS 0 INTER(LEVERS RS ERIOR OR pRl!]1 OR ) U5 EXTERIOR (SEE NOTE 11 (2)p (2)OO O'UP O.C.O 5 O 30.06%11O MJDSPAN FOR UP TO 99• I.FOR UP©©10 99•' SPAN&(3)IS O 30• / \ OCC..OI MIf A1TFOR UP O.roO MDSPµF(TNIB la HORIZONTAL SECTION 20 TG 14/ SPAN(THIRS a SCREW WY BE 95TH Urn ( INTER OR HORIZONTAL SECTION SCREW MAY BE INSTALLED INTERIOR OR EITIEWOR) INTERIOR OR EXTERIOR) (LEPERS EXIERIOfl) OR E10F360R) /16'PoP RVEF 2•.2*.1/8•COM. OR 1/4•.3/f' I �L MAY VARr AT LAST SIAT'AT TRAPPLD INSFALIATIWiS 4 OR 5 6063-T6 ALLOT ANGLE 4 -0R 5 I TIXS 0 1B'O.C. I TAPCON/CRETE-TEE)T SHO SHO ANCHofls o'16•o.a T°�\ TAPcON/cflEre-rLF3c \O / t SEE llMRAl10N5 FOR 1O ON SHEET 2 Exlmlc srflucrur¢ ` \ ANCHORS o le'o.c.To� DuSTINC s8TRUL•IURE EXISTING STRUCTURE ZSQ'il/8•COM. BUILD—OUT �• 6063-16 ALLOY ANGLE MI"' END CONDITION 3/16-POP RVElI OR 1/4•.3/4•TEXS W, LVSi1:IG STRUCNRE END LOCK ANGLE 1/4'0312'/4 OCLTS W/ END LOCK ANGLE NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION Y.Z•.1/8.6063-T8 1//•.J//•lIX LOM.ALUMINUM BEM INGIE SCREWS.ATTACHED TO ONE ONE LOCKING TUBE, PART r� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CtNTEPPIECE 0 6.O.C. INTERIOR.CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE �, A (2)©�0 30•D.C.e� IRDSPAN FOR UP TO 99• SOLID THERMOPLASTIC TIP MU BE.INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE,SQUARE SPAN&(3)I05 0 W. 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.0.o TO L 4'SP Fafl UP U SPAN(THUMB - INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER,WITH SCREW MAY INSTALLED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EX EP OR) 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(CS), A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE' SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366'x0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THETOP OF THE ALUMINUM LOCKING TUBE @). THE TOP'OF THE PIECE MUST INCLUDE A 0.684" / (LEVERS INTERIOR vP l DEEP BY'0.188" WIDE CHANNEL TO'RECEIVE OR,EXTERIOR) ' THE THERMOPLASTIC COMPRESSION LATCHING LEVER. .500• �� SOLID THERMOPLASTIC TIP INSTALLED AT CJ SHALL.BE ENGAGED INTO 3/8"0l HOLES,DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (CHEER RS�I'x 4OR5 SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECnCN .11'1 [`v`, /T✓^e_ FLORIDA BUILDING CODE (High & Non High Velocity Hurcicane Zone) T)2017 TILTECO INC. TITAN II FOLDING IMPACT-PROTECTIVE SYSTEM °POM Ste: END INSTALLATION DETAILS INTO CONCRETE, Gaye Y.L CONCRETE BLOCK & WOOD (AS APPLICABLE V IL'EC 0�N�. FOLDING SHUTTER CORP. 07 DATE 17 • 7 TILLIT TES NO&ENGINEERING COMPANY 7069 KEWSTRELT RACE 7•: /' _" �"�� v51 Nva"Kn.s :N..US.v�OTrw GMDOO.R]Slee WEST PALM BFACH,FL J3413 17-082 O••.F PP , 6r1_1536. ,(395)0)1-1611 PH:1600-8/3-6371 /� ,�ORIDP• ``� 1 R:4TbcaGeoLeom m.I hdi rpclwtbn.cam DRAWING No • S' .:..,.• •,V,L1 EB-0006719 _ WALTER A.TILLT Jr.P.E. .P.. ••T�tLNq FLORIDA Uc.®44167 ar/ao/1> m SHEET 9'.11-1 2' 21/8' 1 ALUMINUM ANGLE PER SECTION a,MEET 6 A A (2)3/16'POPRAIM. 2'A 2'.1/8' EACH lEG OF 2'.2' ALUMINUM ANGLE ANGLE ANGLE LEG Wt.5 AWAYFROM AS5HONN)OR OPENING:NOREONREO ST BUILD-our MOUNT PFA.SETTNIN 4,SHEET 6 �(2)3/16'PCP'RNErS, EACH LEG'OF 2.2" ANGLE ALTERNATE WALLEXTERIOR ELEVATION IS ILAR.T HE'sIDEs PLAN VIEW A—A MOVNf FOR ONE-� TH OR BOM ANGLES �% OF PRODUCT '0 0 ``1 (2)1 1/4'..3/4' ;; - e j OPTIONAL SIDE ANGLE ✓ 1 1 2'.1 1 1 0-2' (FOR SECTION 4,SHEET 5) TENS OR POP _ . IA /8 RNE75 PER ANGLE TO MIN. M OR WALL(2 TUBE BOTTOM OR TO WALL(Z REQUIRED) (2I 1/4"OTAPCCN/ CRETE FIEX ANCHORS EA ANGLE TO SLAB ® 0 0 1/4'o.1 3/4' _ TAPCONS/CRETE-FLIX END PIECES MAYBE MT ANCHORS O IB'O.C. iS.(Ql 00 END OR L;ENO' '3/16'POP WETS OR EXISTING STRUCTURE 1/4".1/4'TENS 3. O 12.O.C. • `.. �� 1/2"MIN. CORNER POS ISOMETRIC sSLAB of CONCRETE M.AT TOP NEO BOTTOM STABS) �9 END TR L END EHQr BE FLAT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION I1iT)DiifJJJyJ�..- p, 1';`Z',,.•``G t•i1,,�� Y _ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ®2017 mTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �AbN�` 1z Y.L CONCRETE BLOCK & WOOD (AS APPLICABLE "` IL E C o FOLDING SHUTTER CORP. WDATEI7 7 ,J TIWT TESTING 6:-ENGINEERING COMPANY 7069 NOPALE WEST Or•'••; P.\v',: ��' ELES N��.AEU.s1.Sb.]p5.Vga�A FAIi0D16 it J318B PAW BEACH,,BEACH.R 33413 1 7-082 lt: 1t I(iWmE1-1Eoo.r..r 4MIn)ET1-TEA1 FN:1600-84}8]71 C �s LL e- I:Ulleco0od.mm 1Ew.falOinpENMtteEa.eom ORAYINO No P.E:SEAL SIGIATUR WALTER A 71. f IT.P.E. om ouc / E/OATE FLORIDA IT 44167 m/Se/n m SHEET SA OF 13. \ WALL FINISH A OPTIONAL RAIN HOOD \ '(NON-STRUCTURAL) WALL FINISH 0.060'THICK S.S. JlDl3'SS.S.M.S.W/'1/2'9 X3/4' CONNECTION g ROLLER HOUSWGLf! LONG NYLON BUSHINGS(Typ.TOP) A TROLLER HO SWGB(TYP0)),EXCEPT / 0.060'THICK SS.ROLLER HOUSING \i (2)NYLONTD (NON-SL RAW AL),HOOD ROLLERS " (NON-STRUCNRAL);0.85ro'(TYP.) 2'z4'CANT.WOOD I HEADER REO�O. i /10 z 3'S.S.S.M.S.W3/16'PLUM.POPRIVETS.O18'O.C.0.373'LONG NYLONM.BUSHING W/A0150'C0NNWnON OT 'LONG TOP SECTION O.BO63'z0.270' 8030'O.O.PND 0.245'iA.ANRAFAB0.223'LONG BOTTOMATHERSECTION 0.320OA.ANSTRIPPING EA ��ya]]� 'L1` t l• 3/Ifi'ALUM.POP 0.245''.d.. SIDE'(TYp.) w • w (TYP.) e. \. RNETS,W 18'O.C. MIN.SHEET SH S ON 2'z4'cONr.WOOD MIN.SEPARATION 8 TO GLAS HEADER-REO'D. .L TO GLASS N s (sEE SCHEDULE or EE SCHEDULE 13) T or a�N Ox sHE13) t I t. 3 2':4'CONT.wooD I I PLATE REO'0. I / I V WALL FACE MOUNTING INSTALLATION o � a SECTION 2W (TOPS 1 ` CQ NEMKIN G1 —WALL FINISH ALL CEMOUNTING INST LATIO sEcrloN 1w INSTALLATIONS DETAILS INTO WOOD tt � E •' (/ =, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR®ON SHEET 2 e' 0iD17 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE,SYSTEM_ DRWN BY, NOTES: NO.44167 NOTE FOR COMBINATION OF SECTIONS: 07/20/17 1— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -� IL E C 0,,-. FOLDING SHUTTER CORP. BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1— A10UNTINGSECTIONS CAN BE COMBINED t MtE IN ANY WAY TO SUR ANY INSTALLATION. p O ;• 'TIWT TESTING h ENGINEERING COMPANY µ,Vi p H��R X13 D /,� 4V �• asst nv.ua t,.s�.wt,tmxu 9YtDLNA,n nue 17-082 .<s. uAtma,_,ya4.. (Aatmh+m, pH 1900-643-6371 a— oa:Um.6OooLc9m �..,a.rmamganXnau.9ol0 DRA9INC No A. TILUT19 _ WALTER A TWT 44 P.E. A`aa FLORIDA LLC 844167 a4 u-o,z m/ty,a m SHEET 10 Or.13 1/4'0 x 3/4'TERS SCREW OR 1/4'x.3/4' BOLTS.W/NUB&WAS O 6'O.C. 4'x8'(Min.)EXISTING WOOD BEAM / REQUIRED.STRUCTURAL ADEQUACY / f OF EXISnNG�WOOD BEAM TO BE CERTIFIED BY REG6 MD ENGINEER OR ARCHITECT PRIOR WALL FINISH 0.060'THICK.S.S. t SEE LIMITATIONS FOR ®ON.SHEET 2 ro PrsoOucr INSTALLATION.ROLLER HOUSING / EDS EQ,i 27x4'CONT. /'CONNECTION!G{ WOOD.HEADER OPnDNAL RAIN ROOD NOTE FOR COMBINATION OF SECTIONS: /{ r RED'D. EQ. EQ: (NON-SBUCTURAL) $ /10x3'S.S.S.M.S.W/t/2'0123/aP 1- MOUNTING SECTIONS CAN BE COMBINED CONNECTION C5 LONG,NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO..SUIT ANY INSTALLATION. AND I'LONG(Typ.BOTTOM),EXCEPT / AT ROLLER HOUSING(iYP) i ' W /�E 4(..N-STRUCTURAL) NAL RAIN HOOD _ (2)'NYLON L — .'r= 1- FOR VIOOD FRAME CONSTRUCTION: WOOD MEMBERS TO I/Q j - ROLLERS BE HAVE A NIN. SPECIFIC DENSITY OF 0.46 OR.EQUAL'o(TYP.)I 11 � -•I� II 8 3/16'ALUM. I ' 8 POP RWM X10 a 3'S.S.S.M.S.,W/0.373'LONG NYLON BUSWNC W A 0.150'LONG TOP SECTION ALTERNATE LEG - O 18'D.C. / I I 3/16'ALUM. I LOCATION CONT. 1 0.500'O.D.AND 0.245'i.d.AND 0.223'LONG L POP RIVETS, (SEE NOTE•) 0.163'.0.270x0.030' BOTTOM SECTION 0.320-O.D.AND 0.245'1.d. G IS, O.C. ULTRAFAB.WEATHER ` .(TYP.) MW.SEPARATION I r t STRIPPING EA,SIDE TO GLASS (Typ.) i J or 43 t (SEE SCHEULE - T ON SMEE7 13) NIN:SEPARATION I I I I J or ? d j 1 ` MIN.SEPARATION TO GLASS TO CUSS I I �+ (SEE SCHEULE I (SEE GLASS I ON CHEZ 13) I Z.l or ON SHEEP 13) @ t I I _ 1 i or Q�t ALTERNATE 3/16'ALUM ALTERNATE LEG POP RIVETS O 5 O.C. ' LOCATION OPTIONAL RAIN GUARD I ALTERNATE LEG EN AT REAR. - --I'_��rr=�r_r``_--- �FE NOTE•) (NON-51RUCNRAL)ill i l{J. "' (SEE NOTE ALTERNATE 3/16*ALUM. I II - I II 'POPRNETS.®5'O.C. I -II L__J I I I I . AT REM. 2'x4'COW. Eli 'WOOD PLA j I I I 'm 0 8 a s y ---------- o n 3/16'ALUM:POP RNEB w /-\ n IN y�-------------- G O]0'D.C.BOTHDESI16'AWN.POP PoVE15 o li o O t0'O.C.BOTH SIDES � EQ.. :E. o S EQ E. DECK REQUIRED O E0. / 2.4'CONT. 1 I 1/4b x 3/4'TEKS SCREW (NO FINISH ALLOWED) 1/410 x 3/4'TEKS SCREW WOOD REQ'D. /I 1 I OR 1/sPLATE 'x.3/4•BOLTS W/NUB. W/J/8'WASHER OR F' &5/8'WASHER.O 6.O.C. COIINELIWN CB I 1/4'x 3/4'BOLTS W/NUB& I 1 CONNE OOH C4 5/8'WASHER O 4'O.C. V1 2'MW.E.D. 2'NIN..E.D. 1l CONtu"C3 1 �I WALL FINISH WALL FlNISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW1j/C'�OTT.0M) SECTION 7W �� /T 1"� ZT`,:?•••••• , ✓ FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) .1 NOTE • :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ? 02017 TILTECO INC. GROW BY: �•44167 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM N.L. `� 07/20%17 INSTALLATIONS DETAILS INTO WOOD IE L CO,,-. FOLDING SHUTTER CORP. DLTE SCALE N.T.S. •• r� /``'tQTOUT TESTING&ENGINEERING COMPANY 7089 HDASTREEf PLACE '•.,.. p * L• xU.5t,Sr x!,MAGNA 6wL015,R m WEST PALL BEACH,FL 13413 ]-OaZ `r(n l]I r •��;�1 A'�". ,1!1;n-,Sw.rm,t•"ofNn-,57, PH:1800-913-W71 S \ o-maa:6lleco6aat.00m vAoldnOnnutlem.mm DRAWING No •• 0 EB-0006719 WALTER A.TI LY Jr.P.E. Em �•"r I �IRE1/DATE FLORIDA U./44167 P, 9 m 11 OF 13 .t' MINTO,GLASS ON MIN.SEPARATION Of I T §'9 (SEE SCHEDULE TO GLASS - w N ON SHEET 13) (SFJ?SCHEDULE - asvv Of ON SHEET 13) OPTIONAL RAIN GUARD I (NON-STRUCTURAL)// I/4'0 x'1'TEK I v MIN AL7ERN4TE 3/1fi'ALUM.-/ POP RNETS O 5.0 "O.C. SCREW OR H NUT 0'x1' AT REAR. S.S.NS 04 NUT&I J n g 9 WASHER O 4'O.C. •a? 3/16"A1.114..POP RNETS n z O 10.O.C.BOTH ODES' EDGE OF SLAB _ IF APPLICABLE ALTERNATE LEG @ c CONNECTION!C7 E OF SLAB IIFDAPPLICABLE ANCHOR LOCATION (SEE NOTE _ ffim 2'a6'NIN.�1YOODDECN REQUIRED(NOFINISH ALLOWED) CONNE1i:110LICgEDCE OF 2'MIN.E.D:SLAB IF EDGE OF 2"MIN.ED. APPLICABLE �---- SLAB IF APPucAelESEE UMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION TBW (BOTTOM) � 1'MM.E.D• NOTE FOR COMBINATION OF SECTIONS:2'.6'NINDECKR1- MOUNTING SECTIONS:CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2'x4"CONT.WOOD TO'CUSS _ PLATE REO D.. (NE SCHEDULE NOTES. OSHEET 13). SECTION 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR.EQUAL WALL FINSH T (3 5/16'0 MAG E Q . 2- SEE SECTIONS 8W k 14W FOR MAX.AS.D. DESIGN w L1- '\ or t .i N SCREWS 3) 2 1/2'NIP. IN.E.D. PENETRATION AT MIDWIDTH _7 PRESSURE RATING h SPANS 1'x 4'1 1/8' 8°83-76 CONI. (27 OF RAFTER/TRUSSES p �� I ALUMINUM TUBE [ 1/4"0'(6063-T6)FLAT-\, _—EXISTING 2%WOOD W / PLATE W/1/4'0 xt'TEK 'TRUSSES OR'RAFTER SSTUD MIN.WOOD SCREWS O 6' O.C.IN AT 24'O.C.MAX.. ' fUD4®16'O.C. /I51 1 g BETWEEN TRUSSES OR 00 •500' ✓!41 I/8•x4"(6063-T6)FLAT PLATE W/1/4'0 xt'TEK .r (2)1/6'0 TAPCON OR 1/4'0 CRETE-FLEX p SCREWS O 4.O.C.IN '~ BETWEEN TRANCHORS OR,414 NDS WOOD SCREWS OR'1/4"0 1` 8 ____ EDGE(IF APPLICABLE) NDS'LAG SCREWS AT MIDWIDTH OF EA STUD'W/' 2 1/2•Min.THREADED PENETRATION INTO WOOD S �. STUD 1/4b x 3/4•TEK MAX.PLYWOOD DUSTING SOFFIT [ SCRLYY OR 1/4"-20 x 3/4' (2)NYLON EO.-�-EQ.R5'0(S —NYLON'S.S:S.N.S.W/TCP) x3/4'LONG � S.S.BOLTS 6'D.C. 8: 4.rz! ` 1 0.855'0(TYP.) NYLON BUSHINGS(TyP.TOP).AND 1'LONG � 9 ' 1 I 1/4'0 x 3/4'TEK W��O 6'O.C. 9 eg `p.)DOROM),�IXCEPT'AT ROLLER MOUSING l 66 l 0 SCREW O 6'O.C. "0 x}'6.4.5.M.4.W/ MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.37}'LONG NYLON BUSHING ECTION 5D I I OMT. ! INSTALLATIONS DE�G/A� I' '�==:r„ SECTION 14W (BOTTOM) LONG TOP SECTION 0.500' `- 0.16}•x0.270' O 0.AND 0.245'L AND .0.030' _ s� - 3 �/ MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF 0.223' .320'ONG OT. MIN. GLASS + WEATHER � INTO WOO �� �• T✓ SECTION 0.}20'.d. AND TO GLAss. � 'WEATHER T quaff FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zane) ozs'Ld. (SEE SCHEDULE - STRIPPING FA Or T SCALE N.T.S. G NS (TYP-) ON SHEET 13) SIDE,(TYP.) � ®eon nuEco iNm TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY.. No.44167 `. FOLDING SHUTTER CORP. LATE IL ECOINC. DLT, HEADER TO TRUSS MOUNTING INSTALLATION y,'•, ka,L TIWT TESTING a ENGINEERING COMPANY .�44 t Bass nr,aan.sl.s6.am,WR0J4A crRALNs,n aatTw 059HEISMEETPLACE NE H•R 17-082 pf t PH:',geu-63T1SECTION 8W (TOP) n u OItAIUNG No 1 MAX: A.S.D. DESIGN PRESSURE'RATING'+60:0, -60.0 PSF WALTER AOTLLITJr.P.E. •-P.. SY,.jlATI1RE/DATE ,0.Iia�44167 1 SHEET 12 OF-13 ll' MAXIMUM WIND PRESSURE jp.s.i.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX.,ALLOWABLE REACTION TOP & 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). suis srANs. THAN MIN. E.D. SHOWN ON ANCHOR'SCHEDULE mmIumuu 0 RTwcuN CONCRETE CONCRETE BLOCK STEEL WOOD -- - PRES6URE CON POSITIVE NEWTNE AT TOP CONNECTION ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK (+/-) PREMN, PREssuRE a eonou .CONNECTION ANCHOR (L+) (L-) 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 A C fi0.0" 60" 88 Ib/ft 9 425 LB/FT - 388 LB/FT 1.57 LB/FT 134 LB/FT 256 LB/ 97 LB .35 psf 100.0" 100" 146 Ib ft C1 - 9 417 LB Fi - 88 LB - 134 LB FT 6 473 LB/FT .418.LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT = 6 461. LB/FT - 418 LB FT 202 LB FT 144' 144" 210 lb/ft '12 387 LB/FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 60.0' 60' 100 Ib/ft C2 g 456 - FT - 362 LB FT 250 LB,FT 190 LB FT 318 LB FT 3BO,LB Fi 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 6 525 LB/FT - 419.LB/FT 312'LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 144" 144" 245 Ib ft 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/Fi 434 LB/FT 257 LB/FT 329 LB/Fi 80.0" 80.0" 154 Ib ft 0 6 496 LB/FT - 375 LB/FT 236'LB/FT 202 LB/FT 298 LB/Fi 405 LB/FT 9 372 LB/Fi - 309 LB/FT - 134 LB/FT 46 psf 97,0" 97.0" 187 Ib/ft 3 813:LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 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/FT3 760 LB/FT - 572 LB FT - 304 LB/FT 144" 144" 276 Ib It C4 6 592 LB/FT - 448 LB/FT 236LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB FT > _ 134 LB/FT 60.0" 0.0" 125 Ib ft C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 89.0 89.0" 187 Ib 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0" 700.0 208 Ib/ft 9 281 LB/FT - 224 LB/F7 81 LB/Fi 83 LB/FT 143 LB/Fi 103 LB/Fi 9 226 L8/FT - 224 LB/FL - 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/Fi 144" 140" 300 Ib it 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/Fi 6 339 LB/FT - 334 LB/FT - 125L8/FT 60.0' 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0' 111.0" 187 Ib/ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/Fi 215 LB/FT - 55 psf 100.0" 100.0" 229 Ib 3 1122 LB/FT 1175 LB/FT .648 LB/FT - - 414 LB/Fi 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 120.0 :275 Ib R 3 663 LB/FT 756 LB/FT 646 LB/FT - - 137" 134" 330 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT - - so.0" 60.0" 150 Ib/ft C7 3 358 LB/FT 402 LB/FT 244 LB/Fi - - 152 LB/FT 204 LB/FT C7: 4 .232 LB/FT 236 LB/FT. 183 LB/.FT - 80.0" 80.0- 200 Ib/ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT "244 LB/FT - 60 psf 100.0" 100.0" 250 Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 368 LB/FT ,460 LB/FT 409 LB/FT - - 115.0" 115.0 288 Ib/ft C8 g 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C6 B 562 LB/FT 691 LB/FT 614 LB/FT - - 731" 428" 346 Ib ft 6 982 LB/FT 1.194 LB/FT819 LB/FT - - 530 LB/FT 336 LB/FT 1 6 777 LB/FT 921 LB/FT 819L8/FT - - 59.0" 59.0" -160 Ib it 65 psf 92.0" 82.0" 249 ft 100.0" 100.0" 100.0" 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0" 60.0" 975'Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. -SPACING 70 psf 100.0" 100.0" 292 Ib ft SLAT _ HIGH VELOCITY NON HIGH.VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL _ 1121' 118" 374 lb/ft SPAN HURRICANE ZONE_ HURRICANE ZONE A - -- - 59.0" 59.0" 187 Ib ft ZONE 112,3 ZONE 4 A 1/4.0 TAPCON W/ ADVANCED 350" 2.50' 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" .313 Ib ft THREADFORM TECHNOLOGY 117" 414" 387 Ib ft 5'-10" 2 1/2" 1" 2 5/8" 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. 80 psf 113" 711" .400 Ib ft 90'psf 107" 104" 424 Ib ft >5'-10" 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 NIA 3,00" 3.00'• N/A N/A 110 psf 94" 90" 468 Ib/ft 1/4" 0 ITW-BUILDER 120 psf 87" 82' 484 Ib ft X8•_3•• E N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf Bo" 76" flfflEfibft 113 t TO 12'-0" 3 1/2 1 3 5/B" TEK SCREWS 140 psf 74" 70" t - #14 NDS WOOD SCREWS'OR �� _" F N/A N/A 0 N/A N/A N/A 2.00 N/A 150 psf 69" fib' .IIT �_ 1 4" NDS LAG SCREWS 160'psf 65" 62" 83 Ib ft B AS DEFINED BY ASTM.E-1,996 STANDARD. A HDIES: + EXCEPT THAT 3 5/8" SHALL BE USED FLORIDA,BUILDING.CODE (High & Non High Velocity Hurricane Zone) '' " L+:MAXIMUM;ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ; ��• •••F '•,•' _ ®2017 TILTECOr INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D��BY• GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A. L-: MAX.ALLOWABLE PRODUCT SPAN FOR A 07/20/17 GIVEN NEGATIVE A.S.D. DESIGN PRESSURE FOLDING SHUTTER CORP. DATE RATING. • TILLIT TESTING#ENGINEERING COMPANY 70119'HEMSIREET PLACE ,.'Q• ��• a!S NW.JGU.54 Slu]m;wgOwA N90F+.5.R]]tut WEST PAW BEACH.R]Nl] FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS tY:.�i 17-082 EQUAL TO THE'1tIy16f!!M DETERMINED PRODUCT '9O•.• Q` �lL. Pnen.,ts 11:1V11...,t-Nit-1x11 PN:'IBaD-s{}d}7, SPAN BENEEN"L+'PND'L-". 1 ,� a-rt E: 0006Gad.cam rWWlolElnpehNten.rom DRAVINa No �'' �0R10 .,• ®-1X106719 WALTER A MLUr Jr.P.E. n'< 3�[ 6AAymc�D�TE FLORIQA Uc. u167 w D-01. m 17/17 SNEET 1]aF/]