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HomeMy WebLinkAboutProduct approvals i Florida Building Code Online Page 1 of 2 I r , BQS Home i Log In User Registretlon Hot Topic i Submit Surcharge Stats&Facts i Publications i contact Us BQS Site Map Links Search Utl .( � Product Approval USER:Public User Product Approval Menu>Product or Apolication Search>Application List>Application Detail 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 Ext7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com i Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 it 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. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725 0 0 PDF Referenced Standard and Year(of Standard) Standard Year _ TAS 201,202,203 1994 Equivalence of Product Standards Certified By �I Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgv2aBQpHpQQ... 6/23/2020 i Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D PP P 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# 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. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF 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 Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next � Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-467-1824 The State of Florida is an AA(EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead;contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However small 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 Lathe public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: kFM=In®r M Credit Card Safe I https://wWw.floridabuilding.org/pr/pr_app_dtl.aspic?param=*GEVXQ*tDgv2aBQpHpQQ... 6/23112020 GENERAL NOTES• I. TITAN It 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 ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4.0 CREPE-FLEX,AS MANUFACTURED BY ITW/BUILDER, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR# 14 NOS WOOD SCREWS OR 1/4'0 NOS 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 TAPCON OR 1/4'0 CRETE-FLEX OR 614 NOS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX,(A.S.D.) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 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 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 ALLOWABLE STRESS FOR WIND LOADS WAS NQI 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 NOS WOOD SCREWS OR 1/4.0 NOS _ OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SH4L BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L.)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. TAS-202 AND TAS-203.AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 161B & 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 O& ®SHALL BE# 10 At 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 FLUDROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 193B1. 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 11W BUILDEX TEK SCREW 1% FOR 6063-T6 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 TIW/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 AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER,INC.TO MIN. Vc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 It 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS TO MIN. Vc-3000 psi. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. 1'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 DEVIATE FROM THE P.E.D. A2) 3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 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 A.1 &A.2 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 (8) TO EXISTING CONCRETE BLOCK WALL'ASTM C-9D. USETH S LATTER OF THE ETHEENGISIT SPECOF IFIC CORD,DRAWIN AC FOR RE�/IE DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.- 1/4'0 At 3/4'SOLD SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS, (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT- 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES- THIS 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'. LLFLIpL.\��,R A�p,Irk PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. E�S.,, B.2)3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE CONCRETE BLOCK UNIT. NO Y F - 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 _• 0.44167 S mean mTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAMA�' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 9L B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, o7/zo/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE - 1L E C O IN FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 & B.2 ABOVE. TILUT TE5TING&ENGINEERING COMPANY 7069 HENSIREET PUCE - - ---- --'"--" A, NA.A'...51..Sb.XIS.NRW A fA�Frt;R.11. WEST PALL REACH,FL 33413 ('m)m1-15To.h nl-ISM FH:1800-"3-6371 17 -�82 �IUAL E - 0:tat.- o.I.- MJold gaAultam.can DRONING No EB-DD06719 WALTER A TILUT Jr.P.E. +'P.E�SERCJSII:NATURE/DATE FLORIDA Lc. 44167 m/xR/1> m -SHEET_LOF_IL xo°9- '� T.B„ 3d60• � .zeea• 2 �zs6°• •�, 1� g I I ey � aT.s- 8 .°6z' 8 aU � .an- a.r.• - G y0ti 8� Pali <2 .o6a• eq .ezr• ery 962' SLAT r r6a OY (TO BE USED FOR ALL INSTALLATIONS, SLAT WINDOW a•�°• 5Q EXTERIOR CENTERPIECE --- MAY INCLUDE PERFORATIONS AS PER 606J-T6 ALLOY 063-T5 ALL 6J-T5 A DETAIL ON SHEET 3) JOR O FEET OROHIIGHERONLYFABO GRAD£ NS INTERIOR CENTERPIEC 6063-T6 ALLOY AIEASURED AT BOTTOM OF OPENING 606J-T6 ALLOY SEE COMPONENTS 20, 21 &22 ON SHEET 3.) aa6!' .alrl• raa• r— r.nr—� a.lu' as9e'— �'�G. a.zu—d .saT• aolY 4 4.170= — 26a1' .065' m.150" .6JI .1T0' .600" S .062' o .093" .Oba' � .OQT' _ •� D6I' am Z5' Sala' a67J' .R00- I.a16• ® WALL HEADER ® ,2" MAX B.O. ® CEILING HEADER BOTTOM SILL TRACK 19 BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL/HEAD TRACK 6063-T5 ALLOY 06J-T6 ALLOY 6063 T ALLOY 6063-76 ALLOY .s69•A zmir- t2 -0fl0 COMPONENT a O tt 1:2 xxT6'� •09J, '067• a 13 2" 5" MAX. 0.125" 0.125" •ter' 16 2' 4"MAX. 0.25' 0.25" $ _ .069' a 1© 1" 2" MAX. 0.062" 0.062" r.rr6' (1 ALT. BOTTOM TRACK ADAPTER �2 BOTTOM RAIN GUARD © ALUMINUM ANGLES ® RAIN HOOD 6063-T6 ALLOY 606J-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY [-um, 1..��1 P 0 NEN TS sso 11� 11r"5�a - � __ -{i1I—�i� ,' ttt',�•. .,'/'A? FLORIDA BUILDING C00c (High & Non High Velocity Hurricane Zone) D"T' W �• ( 02017 ntTEco INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM oRenN or. CAD\ \ �5 3/8"0-16 ACETAL L—T.000 / IL E C O lac. FOLDING SHUTTER CORK a'DATE" THUMBSCREWS ® LOCKING TUBES -0. 6 (31/�Si TIWT TESTING ENGINEERING COMPANY 7068 NEY51REEr DACE - --- FOR & JC� AT CENTERPIECE 9 CORNER ' 90� P: �Q1a'\ n... :p` 'N.'y�3= _ _'��I� WEST E P"'N � w1 t3 1R7-0AWING N `�L606J-T6 ALLOY . •(,, " E6-00Va.067 9 t MIN. 28 1/2"LONG -_ A f WALTER TILUr Jr.G.E. a� mn •� FIDRIGA Lie.0 44167 mpo/.l r� of 13 Irwx +� (J)ROWS OF Irwx cttNlArrc To 1/4'0 HOLES To- O EA SPACEDB-APART Ence O0 O IN BOT14 Z-CUP EACH SIDE TABLE 14 SOURCES FOR®&©1 0Q 0 DIRECTIONS. r 3�a. OF WINDOW(SEE TABLE 1) OPTIONS 0 0 (wu J ao STANDARD 84 SABlC INNOVATNE SLAYS O SLAT$ I OYF.'fi1L PROPER71E5 KNUCKLE 0 0 0 KNUCKLE REFERENCE AfATERNL/SCIENCE PLASTIC N(TYP) 00000 (TYP) UCMAKROLON J103 IBM 10RESIN O P�SrdL 00000 V/EIY/NG SPECIFIC GRAWN ASTM D792 0.043 Ip/In 0.0431b/in - O 06 WINDOW _- 0 N PC) TENSILE YIELD STRENGTH ASTM D638 9.400 p.a.i. 9.500 p.s.i. �sAT FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.s.L 13,4DO Psi. H r.4a' FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. 345.000 p.a.i. 2 2 p 1 (A:a)ao SNAP-IN END IMPA h1.000, Q 2 ' ®CUP TOP/BOTTOM NOTCHED IZOD ASTM 0256 15 Fr-Ib/in 17 FT-Ib/Tn �p OF WINDOW O A(AK o� (SEE TABLE 2) Ei BURNING CHARICTFRLSrGS• 4 zZ �C� SNDKE DENSItt ASTM D2843 47.2 R 64.5 R MAX RATE OF BURNING ASTM D635 C-1 CUSS C-1 LASS 1 A SELF IGNITION AM 01929 1040'F Sea'F h SLAT WINDOW SLAT WINDOW "0'THICK ASM G155 U 2 U s POLYCARBONATE HEWING TENSILE STRENGTH AFTER WEATHERING ASTM 0638 9302 p.ai. 8840 p.a.i. N W WINDOW(SEE TABLE 1) 2 2 TENSILE STRESS D638 8 P-1.S BEFORE WEATHERING 461 p.a.i. 8680 1.000- �S (2)WINDOWS MAY BE IN ONE SLAT SPACED N mMAX. N A MINIMUM OF 24'APART, WNH 12'MIN.FROM W ENDS OF SLAT TOP&BOTTOM. m TABLE 2: SOURCES FOR T SLAT M(JST NEVER E INSTALLED ADJACENT rur Fuelar TO ENTERPIECES®ORa,NOR AT CORNERS OF PRODUCT. AIASTER TOOL COMPANY GY 9Ar TYPICAL PROPERTIES SUNOARD pop �- ® SLAT WLNDOW DETAIL. REFERENCE BLACK NYLON PART 8,08 (ELEVATION) PHYSICAL !zasT9 ve 0 0 O0 SLATS 00 2� SPECIFIC GRAY:TY ASTM D792 0.G42 Ibl' KNOCK / KNUCKLE 0 0 KNUCKLE VIEWING g " =1 (TYP) 00 (ryp) WINDOW S TENSILE YIELD STRENGTH ASTM D638 11.500 P.s 1. 000 (J)ROWS OF (�U ao a tl ooes• o.om FLEXURAL STRENGTH AT YIELD ASM 0790 15,000 paJ. 0 aoR' FLEXUPAL MODULUS ASTM D790 450,000 sJ. O JIB 0 HOLES p' .�0 EA SPACED - _ ooao• IMPACT. Irwx aEARu+=e •=/B'APART - .Irnx.caFSAw� -�nI4' NOTCHED IZOD. ASTM D236 -0,6 F/-IC/in To—60TTW IN 807H T04UTBpTTQt1 THERMAL PROPFRT;Fc- cmc DIRECTIONS. Ems•`- pZsp-FF� 09�. COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 x 10 in/in-'F 21 Z—CLlr ©2 SNAP-LN END CLIP MEL71FLAM1NG(TEMPERATURE ASTM D3418 5 ?°0F —TO CBE USED AS AN OPTION,FOR ALL INSTALLATIONS ® SLAT WLNDOW ELEVATLON UNDER LARGE MISSILE MAY INCLUDE PERFORATIONS AS PER THIS DETAIL. TYPICAL 1A SLAT WINDOW DETAILS -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED MIN.24-APART AW..EVERY 10 SLATS). Wf 20 VIEWING WINDOW & �211 . 2�2 CLIPS TYPICAL ALTERNATE PERFORATED Y TA"' (SMALL MISSILE l,�1��7`r,''---_ 1 SLAT WINDOW ELEVATION Y` L��T� LARGE MISSILE IMPACT) Y \ S -, e FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) No.44167 02017 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° IL �` WL FOLDING SHUTTER CORP. °'ATE 0�'. M �L.�Y�:•L`V' 1 TILl1T TESTING&ENGINEERING COMPANY 7039 HEMSTREET PUCE ----- - (f��T` V .t 6Us NY.%Uv�s�.3!a]0].NVCmI,vxaW.R atts6 WEST PAW BEACH.FL 334 3 1 7-082, =�LS '• r\a• 1a_mm-tsp./u:(zs)en-1'J3t PR 1600-643-6371 b0006Osd.cam tmP.TdSury.bWtw.wm DRAWING Ns ___ _ U .� EB 00°6719 _ _FLORIDA A RIIJT Jr.P.E. .`SEAL/5K,NAY(lRE/GATE 10R10A 'e.8 44167 I., "I m SHEELJ Of 13__ 1 2 3 4 4A 5 6 7 A 7B �' '✓' ®' ®+ 13 2 or�1V/ 13 ,16 , 17 GR 19 JOR 5 0 (2) M t5 W S N a� OCE(2)R SPAT 30" 15 ♦ n 20 ♦ NOTES ON @'& LOCKING TUBES CS,AT @& 50. UP TO 99" 1.TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) 'u FOR LARGER w USE (3) ®AT 30"O.C. SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT�$MAY BE o FOR SPANS LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED Z`ENTERPIECES vvi '�' THAN 99" UP TO 144" OR SQ. LOCATION OF @ SHALL BE AS SHOWN ON TYPICAL ELEVATION. N a 2. (2) LOCKING TUBES(���SHALL ALWAYS BE USED TOP & BOTTOM AT i �N 1, PRODUCTS CENTERPIECES%)OR05 AT ALL INSTALLATIONS. LOCKING TUBES Q�8 SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 ? SEE LIMITATIONS FOR®ON SHEET 2 SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, FOR L 6 O 1 O+ 1 3 , O+ U6 ,®+ 103 , CONCRETE, CONCNC RETE BLOCK OR �+J WOOD INSTALLATIONS. O O , O O 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION 4t N. T. S. A• NOTE: SEE SECTIONS i THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6, SEE SECTIONS 7, 7A & 7B ON SHEET 7. Illlf•`�R A• r/(���' SEE SECTIONS 1W & 2W ON SHEET 10. tt1 ��' ......... �J'�'- SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. 111 �iE(� ✓ SEE SECTIONS 7AW, 7BW, 8W & 14W ON SHEET 12. `•� s = FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurci°ane Zone) ? NO,44167 CD2017 TILTECO NC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAVN�'° FOLDING SHUTTER CORP. °DATE DATE O•', J� •(��j�t� TILUT TESTING&ENGINEERING COMPANY 7069 HENSTREET PLACE - __ _ Y. _ /� .•• `�/1, WSf NM.>C0.St. =.vRGMt G1R�EN5,R.U160 WESTP PAW BEACN.FL 33413 1 7-082 • ` vema,exSTen-i9w. :(wpn-,p1, M:1800-143-8]71 .-L.— DRAWING N. EO-WALTER A RILUT18r.PZ ova P.CSEAL/i I1X/AT11RE/GATE FLOFJM Uc.0 441G7 m/mA� R SNECT {OF 13 POURED CONCRETE-� OR CONCRETE BLOCK WALL REQUIRED. 5i OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRUCTURAL WALL CDIVNEm"Q % ozao'THICK.S.S. OPTIONAL RAIN HOOD (NON-STRUCTURAL) REWIRED. AD TRIM(DECORATIVE HEAD) (NON-STRUCTURAL)(SEE SMELT 1J ROLLER HOUSING(TYP.) $ 1.000', 27MIN. % (2)NYLON CAPQIEDIION C2 Ew I a3 RAIN HOOD • �� ��� ROLLE/R�S� I a` , / CPTIONAL WAINIV O.B55'0 1,,,.) (SEE SHEET I!) j + (NON-STRUCTURAL) Ell 1 JI O x 3'S.S.S.M.S.w/ - 0.373'LONG NYLON 3 16'ALUM. 1 3/16•ALUM.POP RIVETS, BUSHING W/A 0.150' CONT. POP RIVETS, / / O 18"O.C. I (2'x4'MAX.) g 715 LONG TOP SECTION 0.500' O.I6J'x0.270' O 18'O.C. �� / I O.D.AND 0.245"i.E.AND 1/4"p f1Yf BUILDIX JJ I :3 0223'LONG BOT OM x0.030' TA LO!W/ADVANCED SECTION O.J20'0.0.AND WEATHER I MIN.SEPARATION 7NREACFORM TECHNOLOGY I 0.245"i.6. STRIPPING EA. POURED CONCRETE TO CLASS OR 1/4"0 ELCO 1/4'p x 1'TEK or WALL REWIRED.LWK SEE SCHEDULE pr CMEFLEX 1 PRODUCTS I _ / (TYP.) SIDE(TYP.) 7 ( SCREW OR 1/40-20'xl' S 16'ALUM. 8 ON SHEET 13) NIz� IN.EMBEDMEIT I.6'O.C. I S.S.MS WITH NUT 6 POP RIVETS. (�T $,i 'L7 I WASHER o 4'D.C. 0 1B"O.C. 1 or s N POURED CONCRETE OR CONCRETE BLOCK MIN.SEPARATION WALL REQUIRED. To GLASS I 1 or „1 or p A �(SEE SCHED ULE ONN SHEET 113) 11 • / i MINTS EGLASS ON •I N z_ POURED CONCRETE f'—(SEE SCHEDULE OR CONCRETE BLOCK 1 IN SHEET 13) WALL REQUIRED. � 1 or n i I 1/4'6 s 1'TEKCONNECTION C2 �'T (SEE SHEET 13) I SCREW OR\ 1/40-20"x1- s I S.S.MS WITH NUT R g I WASHER 0 4 o.c. / 1/4'o my BuILDO( �10x3'S.S.S.N.S.W/1/2'P TAPCON W/AwANCEo x1'LCNG NYLON BUSHINGS U _ caplEcnoH Cl / (ryp.e0TTou),AND J/4' THRFADFO Al/4HooL0� (SEE SHEET 1J) % LONG(Typ.TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCTS I ,s ROLLER HOUSING(TYP.) SECTION 2 CRETE-FLEX W/1 3/4' I MIN.EMBEDMENT G 6'O.C. I 1(2-.4.MAX.) ALL FACE MOUNTING INSTALLATIO �6AN�, ANCHOR SECTION 1 v2—1 (— SPACING O O O GROUTED BLOCK REQUIRED 1 ppp• 2.500 MIN, (MIN.Pc-2 kai GROUT)OR MIN. E.D� EXISTING NONSTRUCTURAL POURED CONCRETE WALL TRIM(DECORATIVE SILL) O O O 6 ANCHOR_ SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 ,,,,���..,,,, MOUNTING INSTALLATION ,lel''�tiR A. Tj'' SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE A,11�P`.•• ``/2'_% MAX. A.S.D. DESIGN PRESSURE RATING +65.0, -90.0 PSF & CONCRETE BLOCK �\C�NS� '✓'9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. `*f NO. 4167 ; 02017 MLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D�UBY- NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE $ * 07/20/17 IL E C O,NCI. FOLDING SHUTTER CORP. DATE SEE SPECIFICATIONS ON SHEET 13 y{7pT�[/•," 1, TILLfT TESTING h ENGINEERING COMPANY 7088 HEMSTREET PUCE _— 1- MOUNTING SECTIONS CAN BE COMBINED ( ) p TIL T TESTING SH EN INEE ING C,h NIV 17-OB2 IN ANY WAY TO SUIT ANY INSTALLATION. •-:F •'. �k,. .� WEST PALM BEACH.fL J311J :'`�s •.. ,,:,oa 643-637, V O \v 0006Ceol.com rw.lolSngaNullan.arn ORAMING Na T SEE LIMITATIONS FOR®ON SHEET 2 NAL__ NAL Ems,'• WAI R A.TIL87tJ oa P.E.SFAL/SICNATURE/DATE FLOORIDA Uc.A 44167 mnoY:> '� s SHEET 5 OF IJ 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' 1 BOLTS W/NUTS&WASHER O 8'O.C. 0.060'THICK S.S. I 1 MIN.SEPARATION 1 POURED CONCRETE OR ROLLER MOUSING I MIN. ANA ON 1 TO GLASS CONCRETE BLOCK YlALL 1}� REQUIRED OFTIONAL RAIN HOOD P�(SEE SCHEDULE (SEE SCHEDULE CONNECTION r4 E0. E0. (NON-STRUCTURAL) 1 ON SHEET 13) yy]AA Of a ON SHEET 13) 0r a3 (SEE SHEET 13) / /IOxJ'5.5.SA1.5.W 1/2'0 `C7 r ALTERNATE 3/16'ALUM. 1 Plw / AL7ERNATE 3/16'ALUM. / x3/4'LONG NYLON BUSHINGS pOP RIVETS O 5'O.C. POP RIVETS O 5'O.C. • (Typ.TOP)AND 1'LONG(Typ. AT RE1R.1 AT REAR. 1 BOTTOM),EXCEPT AT ROLLER T3 NOUSRG(TIP.) I 1 W / H (ROIlEERIS n •5 W 10.8550(TYP.) I n y1 9 1 E0.EO N MIN 9 ALUM.POP RIVETS 1 n S /16-ALUM.POP RIVETS 0 10 •'s /////%/ TE 'O.C.BOTH$TOE$ O 10'O.C.BOTH SIDES RNATE 10 LEG&ANCHO 3/16•ALUM.'FOP EQ. EQ. ORIENTATION 8 RVETS 0 16'O.C. (Lt0 x "S.S.S.M.S.W/ 0.373 LONG NYLON Ni.0.163'x MIN.3/4-PLYWOOD BUSHING W/A 0.150' LONG TOP SECTION 0.500'1 NINTOSEC SEPARATION ON �� 30' o REQU RED PLYWOOD $ 0r/0011 1/2'MIN. REQUIRED O.D.AND 0.245'Ld.AND GLASS SCHEDULE WEATHER 1/4'0 TAPCONS OR 0.223'LONG BOTTOM STRIPPING EA. Z!J Of `y CRETE-fLE7( `$' SECTION 0.3' O.D.AN 0 ON SHEET 13) SIDE T a o ANCHORS 6'O.C. WASHER&NUT THRU TO 10'O.C. 0.245''d. 'LT'7� vt (np� o 0 SIDE. 1/4'TH&BOLT W/ WASHER&NUT O 5'O.C. CREr 0 TAPCONC OR POURED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL 1 Or REQUIRED 2'x4'OR 2'x5'x1/8- POURED CONCRETE OR� 5'xS'xt/8'6063-T6 CONT. ALTERNATE 3/16'ALUM. 6063-T6 CONL ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. POP RIVETS o 5'O.C. t ANCLE. REOUIRED AT REi%R. STANDARD COUNTER—TOP MOUNTING INSTALLATION I \ ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 Ell��/� MAX.AS.D. DESIGN PRESSURE RATING= +66.0, -66,0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF W n 3/16'ALUM.POP RIVETS O 1 __MIN.SEPARATION iO 10'O.C. OTH SIDES TO CLASS •z B SCHEDULE $CHELE ON SHEET 13) a w "! I ALTERNATE LEG l or 1 &ANCHOR T E0: 'EQ.- ORIENTATION CON(SEE SH I� f�i 3 ALTERNATE LEG (SEE SHEET 13) &ANCHOR .z /%r ORIENTATION1/4"o x 3/4'TEKS SCREW W/x , POURED CONCRETE OR 5/8'WASHER OR 1/4' 3/4' j CONCRETE BLOCK WALL BOLTS W/NUT$&5/8'WASHER O i i v REQURED 4'O.C. Li. 8 BUILD—OUT FACE MOUNTING INSTALLATION DOIOJE0�1,04 j SECTION 4 (SEE SHEET 13) o f EQ EO 1/4"0 x 3/4'TEKS SCREW POURED CONCRETE OR OR 1/4'x 3/4'BOLT$W/NUTS CONCRETE BLOCK WALL &5/8'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED Jj1J 'F�� & CONCRETE BLOCK BUILD'. GMOUNTING INS A LATION SCALE N.T.S. o �.� _ BOIIW FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * NO.44167 ®2a17 nuEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPO By'.E.D. = EDGE DISTANCE V.L 1- MOUMING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ATJY WAY TO SUIT ANY INSTALLA CORP. 07/20/17 TION. IL E C O,N,. FOLDING SHI TER w1E 70e0 HEUSTREET PLACE ../9�( Y( i�•' 4(/ TIWT TESTING&ENGINEERING CONPANY WEST PALM BEACH FL J3413 '•..RR 44 nw Ha.ssu.s'. 1t w.vlAaci,wmus n sues 1 7-082 a Rmn.:(Owam i17 .Im:(Aa at—talt PH:180s.hutt 371 i SEE UMRATIONS FOR®ON SHEET 2 - S�o�Qi" `G�`T11L - E 6100671 a.ccm ...row:gan.Ran.eom DRAWING No ®-OOa6718 t''1 W0.N j Jr.P.E. tu.ro �mim Iw 6Y,r uamfP wrt __P.E:SFAL/YGMRIURE/GATE__ ______ -FLORIDAOR1 Lie._i 44157_ __ t m tb-ot._ a+/m/n a._ _-_ SHEET-6-OF-13- •MIN.E.D. EQ. 0. POURED CONCRETE CONNEcnON OS REQUIRED SEE SHEET 13) 0 060'THICK S.S. ROLLEN HOUSING / /�f?OPTIONAL RAIN HOOD lJ(NON-STRUCTURAL) (z)anon p1Dx3•S.S.s.Ms.vr/1/2'0 ROLLERS C.B55'0(TYP.) J/V LONG NYLON BUSHINGS e (Typ.TOP)AND 1'LONG(Typ. IB BOTTOM)C,EXCEPT AT ROLLER B10 x}•S.S.S.M.S.1Y/ HOUSW (TYP.) 0.373'LONG NYLON I 3/16'ALUM. BUSHING W/A 0.150' * POP RIVETS,. I LONG TOP SECTION 0.500' j G 18'O.C. O.D.AND 0.245'i.A.AND ? CONT.0.163"xG.270'xO.030' 0.223'LONG BOTTOM 1 ULTRAFAB WEATHER SECTION 0.320'O.D.AND I STRIPPING EA.SIDE(TYP.) 0.245'i.0. I I J or 9 (TYP.) ® MIN.SEPPAATION ryJ�Or t dP TO GLASS ( S C71 t y (SEE SCHEDULE } MAN.S PARATION ON SHEET 13) - { TO GLASS. I I "' I •' w(SEE SCHEDULE I J or T. ON SHEEP 13) ®T I < MIN. SEPARATION ( 1/4"0 x 1'TEK SCREW OR TO GLASS c HN e 1/4o-zo':t'S.S.MS WITH (SEE SCHEDULE i or OPTIONAL RNN GUARD NUT&WASHER O 4'O.C. ON SHEET 13) £ (NON-STRUCTURAL) E 7 I f t N{ ALTERNATE 3/16'ALUM. POP RIVETS 0 5'O.C. I OPTONAL RAIN GUARD AT REAR. I (NON-STRUCTURAL) II i s I ALTERNATE J/16'ALUM. n 9 ALTERNATE LEG n N LOCATION WITH h2 POP RIVETS O 5"O.C. • + h n a 3/16'ALUM.POP RIVETS ANCHOR eJ I CONNECTION O7 ^ 8 . O 10'O.C.BOTH SIDES (SEE SHEET 13) 5 a 3/16'ALUM.POP RIVETS OF / // EO. E0. SLAB IF IF S EDGE OF / i POURED CONCRETES APPLICABLE SLAB IF / REWIRED CONNECDON APPUCABLE (SEE SHEET 13) / E0. E0. POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.E.D. REQUIRED (SEE SHEET CE •MIN.E.D. MIN.E.D. (SEE SHEET 13) MIN.E.O. AP ED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE AMEX,.-J_ SCALE: N.T.S. P'iMQ�� •,(.•..C..T,. � :-. ,t5 ;'•\`1 G,FN•••'• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) �` INO,4��G7 ®2ot7 TLTECa INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRAIL BY: NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE �•L 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) a 07/2o/t7 IN ANY WAY TO SUIT ANY INSTALLATION. : IL E C O ewe. FOLDING SHUTTER CORP. DATE - - - -- - /••• ^J ••�y� TILUT TESTING&ENGINEERING COMPANY 7085 HEYSIREET PLACE - -------- - _ n'••, O W`_ OW Nam•.]dl•.S4 5N.]D5.YKv4 r/,gp15,I,m". WEST PALM BEACH,FL 33413 1 7-082 i SEE LIMITATIONS FOR®ON SHEET 2 S's •� �111 e"'mml-'G'UItA.c0000�wm M 15T' mr.MalOB lq eutt•In.nm DRAWING No S/• S1 F•` •MI EB-0006719 _ I• WALTER A nLUT J,P.E. +•;EYr AL99GMUlURE/DATE _ FIDRIOA_Ue./I 441fi7 _ _ au•rou m/ro/n .SHEET-7-OFA3_ PQURED CONCRETE OR GROUTED CONCRETE fiD00'NA14 BLOCK WALL KOUNIED ( B SPAN ME PER SGNEOIAE SEC SCNDU, (2)FO'dS OF 1/4.0 TO-CONS X X ANCHORS".)(SEE SCHEDULE) / /// / / / / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1IC ^ I AT 2. J/4•1p�S�EiY ---------7----------- ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS AT 2'O.C.IDNCJND:NALLT. O o o , ----_o 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE SPAN TUBE PER SCNEDUIE __ -- -- - TUBE °°w-Ta ALLrn o 0 0 o SIZE PRODUCT ona +m+a P SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM /4•e a 3/a•ra SCREW + 1/2.TrP TUBE TUBE TUBE ("y 3•.4-or rs'a L •.,°r 3'.s°r a- 60" 106.0" 13 8 :3 .2'.1/4•.IFNCTM ]'.211/••.LENGTH E08J-T6 uuu ANGLE 60G3-T6 K.Uu.MGIE 2"x4'x1/B 96" 85.0" 17 10 (SEE SCHEDULE) (SEE SCHECUIE) ANGLE '3 144" 69.0" 13 8 80° 117.0" 17 10 I _ J•,�•e//i,LENGTH or IMI-TG 2" ANCLE ,{�t a f/2' 2"x4"%1/4" .96" 170.0" 21 12 (SEE seHEDutE) a tW EnuA:a ED.(YP.) 144" 91.0" 21- 12 N' .SPAN ME lEH 80° 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELEVA Er.ATION E:N.,s TUBE AT TOP) 2"4"xt/8" 96" 100.0" 21 12 SECTION X 144" scut T.s. 1 81.0" 1 17 1 10 Mlaf.SPAN ME LEn 4 1/2'Ntt 80" 124.0. 21 12 E0.Tm.) 2"x6"x1/8" 96° 1 114.0" 121 1 12 T°f 144" 93.0" 21 72 at J•.4•w 3'.J'« T a *VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE J1211/4a IFNGTH 3'N'w J'.S'°r sow-Ta Alvu.ANGLE a t ,2'n/.'.LENGTH SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX. PRODUCT SPAN •I ( sa,ED,1LE) s083-r6 ALuu.ANCIE SHOWN ON TABLE 1. (SEE S ) I Y / Y a� TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) + MAXIMUM 1/4'0.3/4•ra SCR o 0 0 0 0\ I TUBE PRODUCT ALLOWABLE TUBE RE ANGLE NUMBER OF ANCHORS _ _______ SIZE SPAN LENGTH EA END PER EIJD OF TUBE _ ___ \ SPIN Nf1E PFR SCIfiDI1fE - ----- 31111/41 IFNGM \ Eow-Ta ALLrn ANG LE 60" 76.0" 13 12 v (sue srHEDGLE7 t (s)1/4•,3/r TELLS SCREW B 2"x4"x1/8" 96" 60.0" 17 15 l &OD),uAX_J AT 2'O.C.LONGITUG U Y. afN.SPACING SPIL!TUBE PER Y11EDUlE POURED CONCRETE (�u1D1� 6�"ANCHORS MP') 144" 48.0" 13 12 OR GROUTED CONCRETE (2)PO'AS OF 1/4'.TAPCONS BLOCK WALL REQUIRED ANCHORS DTP.)(SEE SGNEDuLQ TYPICAL ELEVATION (TUBE AT BOTTOM) 80" 87.0" 21 18 srAIE N a SPAN TUBE MOUNTING INSTALLATION 2"x4%1/4" 96" 79.0" 21 18 SECTION Y sPrN nBE LEN 144" 65.0" 21 18 (°)1/4•i 3/4•TEKS 5C E1r °...r.N.TS. .. ..- - 314'a 3•.Y w 3'.2'.1I4' a f/'•EO. 80" 77.0" 17 15 AT 2'O.C.LfriGRUdNALLY. lF1iGT11 6C6J-T6 HUfI ANGLE �) PENWG WD I/2'TYP. (3)Roxs or 1/0° & ScxED,xE) /« 2"4"x1/8" 95" 70.0" 21 18 TAPCONS MLCNORS (IMP.)IS SCHEDULE) a t 144" 57.0° 1 17 1 15 80" 88.0" 21 18 2"x6"0/8" 96" 81.0" 21 18 .. / g3 144" 66.0° 21 18 oZ o I Zo� 1I INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE „4•P.J�.-,«9rAEN _ ______________ OR GROUTED CONCRETE BLOCK WALL aE SC 11rUL O 6'OC. .. (SEE scnouLE) O O O O O�O SPAIN ME PER-EixKE - -------------- 5PuU SCALE:N.T.S. )))AF//%d E PER SCNEDJLF am-Ta A1Lrn o 0 0 / o 0 0 ➢'.� s MAX.A.S.D. DESIGN PRESSURE RATING t72.0 PSF ' I" F.A A• T/ _J a .4' 3.3'or y �4• Ola:Nx �><•/4': :•.211/4' tialf7lgqLLrr..�TT $�,• 1ENc1H sow-ra A7 (sEEtsyuouLrLr ,. 1E.. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zane) Alvu.AxGLE at p I (SEE SCHEDULE) t N0.441 6 7 02017 TILTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D��By' I I ' POURED GCNGREE F aT �' IL E C O,NLT. FOLDING SHUTTER CORP. 07/DATE I7 Ofl.CQ:CRflE _ EwNG WIO iM2.1 -y 7089 HEUSTREET PLACE BLOCK WALL REQUIRED 31i•°r 3'.3'w 3-.2.0/4' � O �/'•R TIWT TESTING&ENGINEERING COMPANY - _-'----_-'-" LENGTH E083-Ta ALUN.ANGLE /r •V 1` a38G HAW..]6N.Y SY]Ca NRGTL.W1WN5.M1 J1,86 WEST PALM BEACH.FL 33413 0)1/a•.3/t TEKS SCPEd TYPICAL ELEVATION (TUBE AT MIDHEIGHT) Ur` �Gr I7 :pmiar+=+mo'. •t-mn-+v, PH;1800-643-5371 17-082 AT 21 OF LOnGIlU07NLLY. (SEE SCHEDULFJ �r"r. +s. "=-�V .. ' \ ' L - UEEI-01L00o9 /ld: �Ll DRAMNG N° SPAN TUBE MOUNTING INSTALLATION T SEE DMDATIONS FOR®ON SHEEP 2 "-"P.E..S-• 9'11MRE/DATE _ _ __ _ FLORIDA U..#44167 SHEET 8 OF 13 1/4'P•,3/4' MIN.E:O. TAPCONS/CRE7E-Fl. (SEE SHFE� WmNG GLASS ANCHOflS O 10 13) 1Y/�EXImNG STRUCTURE YIN.ED. , EYJmNC (SEE SHEET 13) EXImNO ZZ 5.758'(TYP.) STRUCTURE 4 STRUCTURE 3/16'POP RA/ETS OR O CENIEA/PIR.��EEpCCEEDFOR 1� O * 1/a'a a 1 S/<' 1/ 1 IS,D.C. TEKS c ) \ ANCTAPHORS IS' 1 5 1 1 1 7 � ANcxoR-a 1b•O.C. 3 1 or 1�t or 1g t or�OJR 1/4'A3/{ � /mcs o le•D.c. , WALL FACE or 1A t \ ' � END CONDITION 18 go.tr 90.0• `l2 ;y 3 90 0 90.0" \ 3/16'POP RNE 0 fS / 8 4 SH WN /' •3/4'TEKs / R 1S'D.L. =� (LEVERS INTERIOR OR 1 5) OR DCTMOR) \l (Sg NOTE 1) (2)®O O EXTERIOR (21.pp O O.C.q 4DSPAN FOR UP TO 99 FOR UP 70 99 SPAN / SPAR&(3) O 30' O.L.O MI°SPAtTFOR UP1 13 HORIZONTAL SECTION 20 °76 11"-WAN(1111RIIIYP8 18 ScflTo EW'WY B BPS("UI`B \ 18 / HORIZONTAL SECTION SCREW MAY BE INSTALLED WTERIOR CA EXTERIOR) (TENETS INTEND I /16'POP RIVETS INTERIOR ON EXTERIOR) (LEVERS FMERIOfl) OR EXTERIOR) OR 1/4'�/4' 1 *NAY VARY AT(AST SLAT AT TRAPPO INSTALlAT10NS 4 OR 5 6o63"TSEA.CO ANGLE TEXS O IS'D.C. 4 OR l J I 1 TAPCON/CRETE-nEx SHOWN ,YyN ANCHORS O',a'O.C.TO TAPCON/Cs' TO SHOWN t SEE IJNRATbNS FOR 1©ON SHFET 2 EXISTING STRUCTURE aNO DUSTING G lE•O.C.o.c.To 3 / \ EwmNC STRUCTURE EXISTING STRUCTURE BUILD-OUT 1/2' 27•2'0/6'COW. MIN, 6063-16 ALLEY ANGLE END CONDITION ` E0. E0. 3/tfi' ".RIVETS OR 1/4•S 3/4'TEKS OR oamnc SIAUCNRE— END LOCK ANGLE '/4S 0 12"D.C. w/ END LOCK ANGLE NUTS O 12'O.C. NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION 2'X 2'X 1/8'6063-T6 1/4'a 3/4"7EK ONE LOCKING TUBE, PART (L� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CONE ALUMINUM OEM ANGIE� SCREWS RRECEE0 TO ONE (2) S O]0'O.C.O CENTERPIECE O 6'O.C. INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 18. A 0 A1IOSPAN FOR U TO S9' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN&(3)�s°W. 0.357"xO:357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE 8 AND SECURED o.L.°N.SP ToR uP To 144'SPAN(THUMB INTO IT WITH A 0.120" CA. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE INSTALLED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR EX ERIOR) OF THE TIP A SQUARE, 0.475"xO.475"xO.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR(5� ALUMINUM LOCKING TUBE (8j, A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE ,,00 18 SHOWWFFII (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE �. THE TOP OF THE PIECE MUST INCLUDE A 0.684" �° (ORR�WOROR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Epp• SOLID THERMOPLASTIC TIP INSTALLED AT @8)SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (VAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (L RE OR)R 4 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL ,Iij �R A• T!(` = HORIZONTAL SECTION .7'I Qom. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) X� 02017 nLTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN er` END INSTALLATION DETAILS INTO CONCRETE, ;` No.4418 FOLDING SHUTTER CORP. 0jATE CONCRETE BLOCK &CONCRETE BLOCK & WOOD (AS APPLICABLE IL E C o,N,. DATE - •• 7 •W • TILLIT TESTING&ENGINEERING COMPANY AXIS H MSMEET P1AC y 17-082 em - --��-- 9 NSS NW.MN.S Sb. YRG%GADD A R.]JIJS H 341a �`O•"•. F • �' Peaty,J03�en_131p.rv+ (]YSJlT1-131I PH:ISDO-643-B3n /•'•.�ORIDP�•, 1,4. - tt i—C L-m —fadR94HMNvm— DRAWING No C '•........•• ---'ALTER A TILLJT Jr.P.E. �•I" rz]ovlm arz JA /NA(E _ FLORI_L1A Lic._Q 441_67— _ I mIa-m• mp3/° rz -SHEET_9_OL73_ 1 3 ( ALUMINUM ANGLE !1/Jl SURD-OUT MO S PER SECTION 4,SHEET 6 A A I POP RWEIS, t 2'x 2'A 1/6' EACM LEG OF 2'A 2' ALUMINUM ANGLE AHD ANGLE LEG MAY FACC, AWAY FROM OPENING (AS SHO'XN)PR TOWARDS .o OPENING.NO PNCNDRS - -- REOUIRED TO HOST 'R'z 13 ST.CMRE 1s BUILD-OUT MOUNT \ PER SECTION 4.SHEET a (2)3/16•POP RNETS, • EACH LEG OF 2'12' ANGLE NOTE—,S AT HEAD ALTERNATE WTI EXTERIOR ELEVATION AND SILL IAND BOTH SIDES PLAN VIEW A—A MO UM FOR ONEOR BOTH ANGLES OF PRODUCT IY0 a ``e OPTIONAL SIDE ANGLE (2)/1/4•P e 3/4• rl - �I FOR SECTION 4,SHEET B TORS OR SANG POP� 1 1/2•a 1 M A 1/B 0'-2' ( ) RIVETS PER ANGLE TO NON.ALUMINUM ANGLE(TOP 6 TUBE �BOTTOM OR 70 WALL(2 REQUIRED) (2)1/4'0 TAPCCN/ CRE7E-F1E1(ANCHORS EA MOLE TO SLAB B 0 1/4'0 a 1 3/4' TAPCONS/CRETE-FLEA FIE ES DD� END OR L END' BE MT ANalORS O 18'O.C. !� O p� cAOO ' /46a J/4'TEKS OR 3 EXISnNG STRUCTURE 0 12'0.0. 3 CORNER POST EDGE-OF concl+ETE ISOMETRIC SLAB (NP.AT TOP Ar10 BOTTOM SLABS) 1 GU PIECES.BE MT L END 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORZONTAL SECTION trt �' •'•���t'lTv�� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ),aV ,�� 'x ©xon mTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° ��• END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE `� IL ECo�p�. "�°"' F LDING SHUTTER CORP.COR . DATE pp _ TILLIT TESTING&'ENGINEERING COMPANY WEST P HE BUCK PULE. - - - C,T,.�`� 3MA.S1.St..JOS.YWGNA fAt0FH5 n JStbp wEsr PALM BEAcri,FL 3x1J - --1 7-082 - --- C C•• - .A'' t(m7mt-tew. •(xa}9Tt-tvi M 1600-843_6371 L. .t!_ c-m L BllecoOcd.cmn trv.fal,I 3hu°•racom DRAMINO No �I F)A�.• arll,. EB-0006719 - wFLORIDA Dc. 44167 SHEET_9<LOFJ3_ ay.r corm wn r ®erinA t m a-AI4 m�io/n 3 � A / v WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FINISH / 0.080•THICK S.S. 81DY3•S.S.S.M.S.W/1/2'0 X3/4• i H r LONG NYLON BUSHINGS(Typ.TOP) CONNECTION C2 11 ROLLER XOUSWG AND 1•LONG(Typ.BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) d 0.060'THICK S.S.ROLLER HOUSING _ (2)NYLON `_ I fy/-��,oPnoNAL RAw HG0 0 IFMO ROLLERS RAL) 0.855.0(TYP.)2':4'CONT.WOOD I 6 1 HEADER REO�D. i {10•3"S.S.S.N.S.Y!/ 3/16'ALUM.POP —____ 0.373'LONG NYLON RVETS,O 18.O.C. '•Y -g BUSHING W/A 0.150• CONT. c 3 CONNECTION C1 LONG TOP SECTION 0.50D• 0.183'>t0.270• •1 O.D.AND 0.245•i.e..AND •11.030' 0.223•LONG BOTTOM ULTRAFR J 1 oroil SECNON 0.320'O.D.AND STRIPPING EA 0.245•iA. SIDE(TYP.) (TYP.) t W I 1 3/16'ALUM.POP �:� RIVETS,O 18.O.C. N 8 ^Z � i W MIN.SEPARATION 5 MIN.SEPARATION 2•.4•Cow.WOOD s GLASS I �� HEADER REOb. I TO GLASS SEE SCHEDULE(r—( (SEE SCHEDULE J Of �1 ON SHEET 13) t I ON SHEET 13) a�t 2Iw 2'a4'CONT.WOOD PLATE REO•D.� I I VVV WALL FACE MOUNTING INSTALLATION SECTION 2W (TOPI A MALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD PI(l�,s' '+�• ,.•'••••E �/ FLORIDA BUILDING CODE (High do Non High Velocity Hurricane Zone) 1 SEE LIMITATIONS FOR®ON SHEET 2 ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAYNN BY.,NO.44167 •i NOTES: NOTE FOR COMBINATION OF SECTIONS: L FOLDING SHUTTER CORP.FOLDING 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -�'•, IL E C O INC. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE.COMBINED 1 �L• 1 Q 7069 HEMSTREET PLACE IN ANY WAY TO SUIT ANY INSTALLATION. • TILLIT TESTING 8:ENGINEERING COMPANY WTyT PAW BEACH.Fl.33413 0�'•, /�•(4, ans nw.ua sI_sw xs wwra uao0rs,n.asna 17-082 �^• QR I P:•,�\,1i: :exepn-,9a.ra:caos7er,_,m, PH:1800-643-8371 V mod:t000671 ol.com .nw.felmrpcnultm.eam DRAWING No { EB.TILUT19 WALTER A TINT Jr.P.E. urz m.w o� o.rz /DATE FLORIDA U.®44167 : nD,sal. m/m/n 4 S.E. 10 Of 13 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WAS 0 6.O.C. II 4'xB'(Min.)EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ' ENGINEER OR ARCHITECT PRIOR fJ —WALL FINISH D."O'THICK S.S. 1 SEE LIMITATIONS FOR (0 ON SHEET 2 TO PRODUCT INSTALLATION. /� / I ROLLER HOUSINGE0� A E 214'CONT. CONNECTION C4 / WOOD HEADER> OPTIONAL RAN HOOD NOTE FOR COMBINATION OF SECTIONS: ! I/ REO'D. E0. ED. (NON-STRUCTURAL) g �10x3'S.S.S.M.S.W/1/z'0 x3/4' 1- MOUNTING SECTIONS CAN BE COMBINED p)N�)ON C6 / r LONG NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. f I J —/ AND 1' R H (TIN.BOTTOM),EXCEPT • G _ AT ROLLER HOUSING(TYP.) O OPTIONAL SINN HOOD. �w �� I L x �-E p-� (NON-STRUCTURAL) 2 N 1- FOR Y1000 FRAME CONSTRUCTION: WOOD MEMBERS TO I/ /! )/ ------- I' (ROLLEERRS v;? BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL n� I - Ilp.ess'o(ttP.) pig I 8 10 x 3'S.S.S.M.S.W 0.373'LONG NYLON " POP RIVETS, .BUSHING W A 0.150/LONG TOP SECTION 3/16'ALUM. ALTERNATE LEG O.C. / I LOCATION coNT. 1 ' B500'OTTOM O.D.AND 0.245'i.d.AND 0.223'LONG I I POP RIVETS, (SEE NOTE.•) 0.163'x0.270'x0.030' ) t BOTTON SECTION 0.320'O.D.AND 0.245'i.d. S O 1B'O.C. ULTRAFAB WEATHER (TYP•) MIN.SEPARATION STRIPPING FA SIDE TO GLASS ( ') Of t 6 0 (SEE SCHEDULE - s ON SHEET 13) �--T� MIN.SEPARATION I I Of f j y MIN.SEPARATION I W TO GLASS I I I I H 8. TO GLASS I I (SEE SCHEDULE (SEE SCHEDULE ON'SHEET 13) ON SHEET 13) t t N 7 or ' I I VE or Qg t ALTERNATE 3/16'ALUM ( [ ALTERNATE LEG POP RTS 6 6'O.C. ; _ __ _ rLOCATION OPTIONAL RAN GUARD` - I ALTERNATE LEG AT REAR. { r _l I r �r ____- / 9 - ( ) LOCATION I 11 J r- (SEE NOTE NON-STRUCTURAL (SEE NOTE I - R I II TL�JT I --T_�I n� ' 11 L -J I 14. A _____________ II POP AR. ®5'O.C. I __ II n T�--'1` II AT REAR. 'I WOOD PCO�NE, H___#___1_____ II 9 p]S IJ I p px3 . REO'D. 2�� O� 8 3 pL -- I o n� --3/16'ALUM.POP RIVETS1/1'.- ^ O 10'O.C.BOTH SIDESALUNPOP RIVETS0'O.C.BOSH SIDES / ) 21x6'MIN.WOOD E0. d \ g EQ EQ. 1 1I �1 1 1 I. DECK REQUIRED /. YOD CONE. 1} 1 .I 1 1 (No FINISH ALLOWED) WOOD PLATE y, I 1/4'0 x 3/4'7EK5 SCRE<Y E ) 1/4b x 3/4-AS ER SCREW REQ'D. r I } 1 I `� OR 1/4'x 3/4'BOLTS W/NUTS " W/s/8''WASHER OR I \ &5/8'WASHER O 6'O.C. CORNECLIQN CO I 1/4-x 3/4'BOLTS W/NUTS& I ' ` `\_OONHEMM 04 / 5/8•WASHER O 4'O.C. /II u'q +l 2'MIN.E.D. 2'MIN.E.D. CpNIgC110N c3 �1 '`I1 WALL FINISH I FlNSH 4 BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW.c1//C'OVOM) SECTION 7W �Q��.' `T✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE• :ALTERNATE LEG LOCATION AND ANCHORAGE TO,WALL SHOWN DOTTED. 02017 mTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRaDN BY. o.44167 INSTALLATIONS DETAILS INTO WOOD FOLDING SHUTTER CORP. 07/20/'7 • IL E C O♦,NC, DUE - - - - - SCALE N.T.S. -_ - ____ __ _-- �jOi•'•(/'x-'�._••... ••• I ��t�1/1,_I TVIL5L I_T_.TESTING ,S K&ENGINEERING NGINEERING p COMPANY OMPANYM 7089.Hv�EM SgTREET PLACEC E- WEST PALM BEACH,R 33413 40 f - ---- — _oazPH:,6aa643-87, 7 DRAWNG No WLB-Ue_I7vqJ -,,IV yR/DATE FLORIOAg44167 - MIN.SEPARATION 1 o TO GLASS dz MIN.SEPARATION �g1 t § (SEE SCHEDULE 1 TO CLASS Of w ON SHEET 13) (SEE SCHEDULE _ a�v v I ON SHEET 13) 5� ( Or OPTIONAL RAIN GUARD I + I (NON-STRUCTURAL) I n I/4'O x 1"TEK rEt F, ALTERNATE 3/16'ALUM. SCREW OR 1/40-20'x1- POP RIVETS O 5"O.C. S.S.MS WITH NUT& AT REAR. 9 WASHER O 4'O.C. n a, 3/16"ALUU.POP RIVETS n 1 O 10'D.C.BOTH SIDES EDGE OF SLAB IF APPLICABLE _ EDGE OF SLAB n --�— IF APPLICABLE ALTERNATE LEG& 0 4ANKECTION C7 --- ANCHOR LOCATION -- (SEE NOTE•)�n 161 — 2'x6'MIN.WOOD DECK REQUIRED - _ (NO FINISH ALLOWED) CONNECTION w EDGE OF STAB IF EDGE OF 2'MIN.E.O. APPLICABLE - STAB IF 2"MIN.F. EQ. APPLICABLE T SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION �t MIN.E.D. 1 SECTION 7BW (BOTTOM)'MIN.E.D. NOTE FOR COIABINATION OF SECTIONS: 2'•6' IN.W000 DECK REQUIRED I- MOUNTING SECTIONS CAN BE COMBINED 1 (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MW.SEPARATION FLOOR MOUNTING INSTALLATION 2"x4'COOT.W000 TO GLASS CHED PLATE REO'D. (SEE SCHEDUL 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 1 WALL FINISH (3)5/16'0 LAG ED EQ 2' 2- SEE SECTIONS 6W & 14W FOR MAX. A.S.D. DESIGN w \\ or Qjl T , a EN ERA ION 2 1/Y NIN. MIN.E.D. PRESSURE RATING SPANS \ / I'x 8' o PENETRATION AT TRUSSES A _ / (27 OF RAFTER/TRUSSES )� /�'•. 60B3-T6 CTUB �..'• O �� ALUTAIMIM TUBE 1/4'x4"(6063-T6)FLAT ,r EXISTING 2X WOOD PLATE W/1/4'C xI-TIX TRUSSES OR RAFTER 2"x4'MIN.WOOD— S4 , SCREW O 6"O.C.IN AT 24'O.C.MAX. STUDS® 16'O.C. 1 g' 13MIEEN TRUSSES OR .Soo" PLATE W/1/4'0 xl'TEK r (2)1/4"0 TAPCON OR 1 4 0 CRETE-FLEX 1 1 SCREWS O 4'O.C.IN /` BETWEEN TRUSSES ANCHORS DR n#14 No WOOD SCREWS OR 1/4'0 11`�1 I 8 ________ EDGE(IF APPLICABLE) NOS LAG SCREWS AT MIDWDTH OF FA STUD W/ I11 2 1/2'Min.THREADED PENETRATION INTO WOOD 11, IL S1�} Trn 1/4'MAX.PLYWOOD EXISTING SOFFIT STUD ( t 1'` ! I I �1/4'0 x 3/4'TFK (2)NYLON SCREW OR 1/4'-20:7/4' 0.85ROLLERS 5b(TIP.) PNYLON 010-•BUSHINGSS.YI/1/2'0:3/4'LONG �11 , '—I �-EO.+CEO. S.S.BOLTS W/NUTS Ac I (Typ.TOP)AND 1•LONG ( 1 I o WASHER O 6'O.C. (Typ.BOTTOM),EXCEPT AT ROLLER HOUSING ' 1 p �1/4'0 x 3/4'TEK 010 x 3'S.S.S.M.S.W/ SCREW O 6'O.C. O'373'LONG NYLON e I Y' ("Pa MOUNT TO�I WOOD STUDS MOUNTING INSTALLATION BUSHING E A 0.750 I SECTION 14W BOTTOM LONG TOP SECTION 0 AND CONT. ; INSTALLATIONS D ETTAPLS.--,'. _ ( O.D.AND 0.245'i.d.AND 0.163x0.270' 0.223'LONG BOTTOM MIN.SEPARATION ° ��T03°AB 9 (IT "• MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO GLASS YIEATHER ) q„ INTO WOO .,,••••• "••,• ✓ 0.245"Ld. (SEE SCHEDULE i STRIPPING E0. I or �1 t SCALE N.T.S. v CiNS � -_ FLORIDA BUILD114G CODE (High & Non High Velocity Hurricane Zone) (TYPO ON SHEET 13) I SIDE(T(P.) ( - 02017 TLLIECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CRANK BY: i No.44167 M.L. FOLDING SHUTTER CORP. °DATE • IL E C O�N�. LATE HEADER TO TRUSS MOUNTING INSTALLATION TLLLIT TEST NO&ENGINEERING COMPANY 7089 HELWIREET PULE ---- --- '••• ��i� ——R6.A.w.x],NRGJG gNN6,5.M1]],6A WEST PAW BEACH,FL 33413 SECTION 8W (TOPI �.r�1: • 0 :: '! , Fav,S'°'m`T,_,AU.rc.:t]E]pT,-,]1, PH:ISOD-ea-W71 17—oez \ - i!:UitacoOa N.eom ,mr.TddngAR0110 _. DRAKING Nu S ( ®-0006719 MAX. A.S.D. DESIGN PRESSURE RATING+60.0, -60.0 PSF -_.P.E. st iLRE/DATE WFFLO OA Uc y 4416.7E mpo/n ... - m:s.Au r _ -SHEET-12-Or13- _ r 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/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) •wo w uu SIAM WA%s A ,x,,u�. THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE RFACIICN CONCRETE CONCRETE BLOCK STEEL WOOD FR6SURE PDSnNE NEcATNE AT TOP CON, ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PRESSORE PRESSU a Borruu TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK fL'1 h-1 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0` 1 144" 180 Ib/ft A B C A C E A C F 60.0" 60" 88 Ib/ft C1 417 FT 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B 88 LB/FT A 134 LB Fi 35 psf 1OOV 100" 146 Ib ft 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 144" 144" 210 Ib ft 12 3B7 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 418 LB FT - 202 LB FT 60.0" 60' 100 Ib/ft C2 9 456 LB/FT - 362 LB FT 250 LB/FT 190 LB FT 318 LB FT 380 LB FT 72 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 1144" 144" 240 Ib/ft 6 525 LB/FT - 419 LB/FT 312 LB/Fr 285 LB/FT 353 LB/FT 443 LB/FT C2 9 502 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 lb ft 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/FT 80.0" 80.0" 154 lb ft C3 6 1 496 LB/FT - 375 LB/FT 236 LB/Fr 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 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/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144" 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FTa 370 LB/FT - 134 LB/FT 60.0" 60.0" 125 Ib/ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT 448 LB/FT - 202 LB/FT 89.0' 89.0" 187 Ib (t g 2g1 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT 682 LB/FT - 364 LB/FT 50 psf 100.0" 1Do.o" 208 Ib/ft 9 226 LB/FT L - 83 LB/FT 120.0" 720.0" 250 Ih ft CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT CS 339 LB/Ff - 125 LB/FT 144" 140" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/Fr 432 LB/FT 311 LB/FT60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/Fr - 250 LB/FT 81.0' 81.0' 187 Ib ft C6 6 410 LB/FT 467 LB/Fi 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FTFT - 55 psf 100.0" 100.0 229 Ib/ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 332 LB/FT 378 LB/FT 23 LB/FT - - t137" 1134" 330 lb ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB FT 153 LB FT 3 663 LB/FT 756 LB/FT 646 LB FT 0.0 134" 150 Ib ft / / 4 232 LB/FT 235 LB/FT 183 LB/FT 60.0" so.o" 750 Ib tt C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 3 310 LB/FT 315 LB/FT 244 LB/FT 0=1 e) 80.0` 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT 12 310 LB/FT 315 LB/FT 244 LB/FT 60 ps 100.0' ft 00.0' 250 Ib 12 491 LB/FT 596 LB/FT 409 LB/FT - - 255 LB/FT 168 LB/FT - - 115.0" 115.0 288 Ib/ft C8 B 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 1 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131" 128" 346 Ib/ft 1 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 1 921 B/FTj 819 LB/FT I - - 59.0" 9.0 160 Ib 65 psf 92.0' 92.0 49 Ib/ft 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" 175 Ib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 Ib ft TYPE DESCRIPTION _ SLAT HIGH VELOCITY NON HIGH VELOCITY CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL . 121` ft 118" 374 Ib SPAN HURRICANE ZONE HURRICANE ZONE A 59.0" 59.0" 187 Ib ft ZONE 1.2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 11 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY AS LESS g 1/4 0 X 3/4 SOLID SET 117" 114" 387 Ih ft 5'-10" 2 1/2" 1' 2 5/8" 80 psf 113" 111" 400 Ih ft " " 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107" 104" 424 Ib ft >5'-10" 100 psf 101" 99" 447 Ib ft TO 8'-3" 2 5/8 + V. 2 3/4 } C 1/4" 0 CRETE-FLEX 3.00" 3.00" f1 N/A 3.00" 3.00" J2.CO" N/A 110 psf 94" 90" 468 Ib/ft 120 psf 87" 82- 484 Ib ft >8'-3" E 1/4" 0 ITWSBUILDER N/A N/A N/A 1.00" N/A N/A 2.00" 130 psf 80" 76" 483 Ib ft TO 12'-O'. 3 1/2" 1" 3 5/8" TEK SCREWS 140 psf 74' 70" 484 Ib ft F #14 NOS WOOD SCREWS OR N/A N/A 4 N/A N/A N/A N A 150 psf 69" 66" 483 Ib ft Y//Ay�����s. 1 4" NDS LAG SCREWS / 160 psf 1 65" 1 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. .' P N. ]'IL A H4IESL + EXCEPT THAT 3 5/8" SHALL BE USED E� v`�•' •`yT' FLORIDA BUILDING CODE (Hlgh & Non High Velocity Hurricone Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �` '•�� a ;�' 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAhN BY. GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. 4, 4A & 7A. L-: MAX.NALLOWABLE PRODUCT SPAN FORA r FOLDING SHUTTER CORP. GIVEN NEGATIVE A.S.D. DESIGN PRESSURE IL G C®INc. �wT[17 RATING. FlNAI,MAXIMUM ALLOWABLE PRODUCT SPAN IS '�"o', #4w�� Y7C l9E/ TIWT TESTING @ ENGINEERING COMPANY 7D89 NELSIRFET PLACE -- - -YL�CIf` Q, Ima raw.Jan.s.m.,xa wiarcA w:ms,n].slm WEST PALM BEACH.FL 3MIJ 17-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT '�'• t('(. �• .:Pm I-Isn'.r..:tJwpn-ISTI PH:IaGO-"3-W71 SPAN BETWEEN"L+"AND'L-'. Q'' P v �� e- II:liltecoO9ol.com rrn.ftlmnpeANtere.com GRAVING No � '. ORI� .t WALTERAEB-TtUJrTJr.P.E. a... oemow ut m.ee moms urz..... _ S` �OATE RORGA Lie.8 N167 n-0:, m�n/n _SHEEr_73- L/ GF-13-