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HomeMy WebLinkAboutProduct Approvals 8/2/2021 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topic Submit Surcharge I Stats&Facts I Publications I Contact Us BCIS Site Map I Links I •search•� Xpr a 01ing Product ApprovalUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FR E� ��rFL# FL17080-R3Application Type Revision 7h �1Code Version 2020 I2120f !Application Status Approved COUtIty Permitting 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 ut' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W.Knezevich,PE i7 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS'203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rlZp/o2ficUcNjrflzkC96w7OBEg3cuwAVVFQp/o3dp/o3d 1/2 8/2/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 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&Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20 Approved.for use outside HVHZ:Yes 190.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 S-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20- sheet 13 for additional spans and loads. 190.(Ldf Created by Independent Third Party:Yes Back Next Contact Us::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::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 8S0.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please. provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eChaik M credit Card- Safe hftps://fioridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rlZp/`2flcUcNjrflzkC96w7OBEg3cuwAWFQp/o3d%3d 2/2 GENERAL NOTES* _. 1. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G=0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE2020(70%EDITION)OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEN (NHVHZ). - 1/4' W TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4' a CRETE-FLEX,AS MANUFACTURED BY ITW/BUILDEX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 0 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ)& 1609(NHYHZ) 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 7-16 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 7-16 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 014 NDS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D.) 1/4'Y NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Cl THRU C4 AND C6 THRU CS DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS, 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. A ORDER TO VERIFY THAT D LOADS W &ANCHORS ON THIS P.E.D.,S. TESTED,WERE NOT OVERSTRESSED,A S %INCREASE IN C.2)MINIMUM EDGE DISTANCE OF 1/4- M TAPCON OR 1/4'a CRETE-FLEX OR 014 NOS WOOD SCREWS OR 1/4'e NOS ALLOWABLE STRESS FOR WIND LOADS WAS j(Q[USED IN THEIR ANALYSIS.A DURATION FACTOR CD = 7.6E WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C•1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE. (0) TO EXISTING STEEL STRUCTURE- MIN. 12 GAGE,FY=33 KS (MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE 0 10 x 3'. 410-HT MINIMUM SERIES W/ 173.6 kel YIELD -1/4"0 ITW BUILDEX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 187.4 kel TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5D00 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19361. NOTES: S. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITW BUILDEX TIX SCREW 1-. FOR 5063-TS ALLOY AT SLATS SHALL BE Fy=25.9 kat.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksf YIELD STRENGTH AND 90 kal TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL TTW/DUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 2411.&IIA ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. S. DOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. 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 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) LOB (A) TO EXISTING POURED CONCRETE: 1a.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.0.3 OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 1/4' 0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN. f'C=3192 pet. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 1/4' 0 z 3/4'ETE-SOLID SIT,NU DISTRIBUTED BY ALL POINT SOLID SET ANCHORS MI MIN.YC=300a pal. It- FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 1/4' /CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. }'C=3350 pal. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. IIDIF�: 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE A1) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8-)INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL-BE 1 1/2' CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. LONG MINIMUM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES IL1 &A.2 ABOVE BECOME THE ENGINEER OF RECORD (EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. TO'THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. ' - 1/4-0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEX, INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4' e 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. _ - - NOTESe THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA ELI) MINIMUM EMBEDMENT OF 1/4.0 TAPOON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' 111i11IHIIIII1�IIII --- - MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. 01,SR /jLrylA'�' FLORIDA BUII�INO CODE f0 All_ ( ph Hlph Valoelly Hurrfoana Zone) B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8-) INTO THE CONCRETE BLOCK UNIT. NO `'' �,. _NS `�9' DRAWN By-- MINIMUM INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.5 SCREWS USED SHALL BE 1 1/2' LONG .\ F' ®2owymco me. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN i MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. C - - - --. - 44167 } . �L� �1tTCp CORP. 7/loismo B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, I L E�C O INC. - FOLDING SHUTTER CO DATE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE -O• STATE TJWT STING a ENGINEERING COMPANY rasa YARnN LUnml qN0 JR.BLw SHALL BE AS INDICATED ON NOTES B.1 & B.2 ABOVE. 7 OF ' `'ac>mu>ai., ."r@'�`w�`am:ee WEST PALM wAolrtsaar PH:1e00- 20-190 (xepTl-,6]I W-W 71 '��••• ` G 06719 -famnp\I:::n-W, DRAWING N. s •• ••t�. �� WALTER A TH1Ij Jr.PE av __ mans _- E. _- R SFAL/5 \ FL(HaA L'c./44187 1000' 1060- 10E0• _-y2 ' Tao• ..� '^d Ixv �a ^4 emu• Bx - iei $ i qI1 N I.N{• r6 f SLAT 430, 110 ® SLAT_ WINDOW LEND FL.9T END fJ1J0- - (TO BE USED FOR ALL INSTALLA710NS, 6063-T6 ALLOY - 63-T5 AL -T5 AL MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS ® .IRIOR CENTERPIECE —rs Attor DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6063-T6 ALLOY SEE COMPONENTS 20, 21 &22 ON ..11� SHEET 3) .._ .1007- ,031- 4)IO' -2IJT' 2899•.- - I.T01• g 27N•- 20/7• 7tl e - I a .067" .000 m .�; `• •�.f00' g .500- � ii �,7. ..06T-. = g. :l63- .0.50'-- ccn7- •DA7- ..on- g �0 2rzr ,`r 2073' .mr •S 2'© MAX, B.O.WAIAL-HEADER ® CEILING HEADER BOTTOM SILL TRAC ® OTTOM TRACK ADAPTER . 6063-T5 ALLOY - SILL�HEAD TRACK 6063-75 ALLOY 63-T6 ALLOY OSJ-76 ALLOY 606J-T6 ALLOY ' SM'h 7.090 t2 I'ate ,COMPONENT. a h t1 t2 .aa7 -o —Sa2a• .am- 2' 5" MAX. 0.125' 0.125' J 2" 4' MAX. 0.25' 0.25' 1' 2" 0.082' 0,062" _. A440' - - -__- ©1 ALT.'BOTTOM TRACK ADAPTER '� BOTTOM RAIN- GUARD ® J ALUMINUM ANGLES ® RAIN HOOD 6063-T6 ALLOY - - - 6063-75 ALLOY 63-T6 ALLOY -76 ALLOY d COMPONENTS J00, FLORIDA BUILDING CODE(High t Nan High ValwIly Hunfaana Inca) ®to7a n1Eco INC Drawee em a>s,r �.• \CENS' '••; TITAN II FOLDING IMPACT PROTECTIVE SYSTEM m•P No.44167 FOLDING SHUTTER CORP. 7/1 n020 OC s * -IIL EIC O INe. THUMBSCREWS 7!? STATE OF �'o�m rsNO: 01NE.E,A1N0ow�aEOnPA; ' P11A1Aw1j8EAuee rL 33 4 Y0 AT CENTERPIECE CORNER POST. .:�pr1-1 v :,„na_,,,, �„, 20-190 3-T6 ALLOY 6063-T6 ALLOY 's,�,c'•."ZQRIDP - u-1�laoos.it9 Dan -_ _ ...•rolaupr,wMr.eefn _ onAM"o Tee MIN. 2 NG i . '��j WALTM A IILLrr Jr.P.E �cw �s wt. ra.- --arced r.lr P.E SEAL/9J9! �Jy Fi,.�'�� RORDA Lk.1 44197 . oa n� - - ar _ _ 91�I 2 ai 17 I ; I ,rml rneaa�Nrr I - (3)ROWS OF i ,rwN,pca,uNce . 0 HOLES , TO maims ' FAA SPACED I i _ ARlRr 0 0 O !N gp i -- Z-°UP EACH SIDE TABLE 1: SOURCES FOR�.& I O O I DIRECTIONS. i i r Ve i I OF WINDOW(SEE TABLE 1) - SYAM i 180 o.. I suns I TYP=L PROPIXDES - ��ATNE CKLE i OO i KNUCKLE RffERB1GE STANDIRD B.4�p(ryp I ) I i N2EWIN0 ..._ SPECIFIC GRAVITY ASTM D792 lLG1NKRW dV LE7rAN LILT!i'137N , " I 0§R0 I ___ wrNDow em�dral n, o.oa m/Id Og O I �___ � ' - I ' _' TENSILE YIELD STRENGTH ASTU D636 9,400 p.s.L 9,500 P.l FLEXURAL STRENGTH AT YIELD ASTM D790 IZ500 P.a.i. 13.400 p..J. FLEXURAL MODULUS ASTM D790 340.000 P•eJ. 345,000 p.a.t. I o3 i e KW mkWNDOW SW-IN END Im F i 1.000, ; CLIP 70P/B017ON NOTCHED ROD ASM D256 16 Fr-Ib�n 17 FT-Ib/In �g ,q FlR� IOMNO Wl�,•TrR!crlrc: �� (SEE FABLE 2) W£ I 2 I I _ 9ADKE DENSITY ASTM D2843 47.2 X 64.5 X MAX I i I _ i RATE OF BURNING ASM D635 C-1 CLASS C-1 LTASS ' 7 1p1SELF IGNI ION ASTM 01929 1040•F SW•F g� :1r WECHERIM, ASIM C155 Sur 11aNDow Igi oi Sur w DOw NATE WLWWC TENSILE STRENGTH AFTER WEATHERING ASM 0636 93D2 ..J. 6640 .s.I. vR(SEE TABLE 1) '��STRESS BEFORE WFATHQLING ASTM D636 8461 2 sl. 86W i i 2 I i NOff� D D.Q.I. T' � i I -MAX.(2) WRJDOWS NAY BE IN ONE SLAT SPACED - -- N A UWIMUM OF 24'ARART. WRH 12-MIN.FROM I CID I ENDS OF SLAT TOP&BOTTOM. _ TABLE 2: SOURCES FOR _ ®ull 1ma; E INSTALLED ADJACENT rur IbPlpn� 7D CEN7£RPlECES 4 ORaS, NOR AT CORNERS OF PRODUCT. �- SMAGARD A94SUP FM COMPANY i 0000 i 1 t°�-�a--IL �� E BLACK NYLa!PART , pop r--- - SLAT iVINDOi�_DETAIL 12051s,1rB Qg0 I ;- I ® (£LLYANON) - I ZQ PHrSIGL• SLAM I Og0 sLAr's I SPEaFlc caAvm ASTM D792 0.042 b/b• N KN(A^.K!£- , OOO KNUCKLE I ' I H£NTNG lffStlANSdLt (TYP) 00 (ryp) I r.VA' I YANDOW TENSLLE Yll STMGN ASTM D636 11,500 P.A.I. Q p Q (MILJ a0 I I 80p i' (J)ROWS OF I I;� I � y aam aea FLEXURAL STRENGTH AT YIELD ASTM 0790 15.000 p.e.t. O , 1/4-0 HOLES I I tla a � FLEXURAL MODULUS ASTM D790 450,000 P.4J. 1 I Q0 EA SPACED1A1P6Q ,rrw. i 3/B APART i ,ruw.a�Annwe i _.__._- Dry am0, NOTCHED IZOO ASIM D256 0.6 FT-lbAn Ull" m®earrcol I IN BOTH msur,wnoM I .. Il ES, ' DIRECTIONS' i I avXr' 'am• COEFFICIENT OF THERMAL EXPANSION ASTM D696 55■10 in,An-F I 21 =CLIP © SNAP—IN END CLIP MFLALIMABI �N� Asia 03418 soo?F -7 BE LLSE°AS AN OPRON FOR ALL ASTALLAWNS ® SLAT MR-OW ELE'VA?70N UNDER LAROE MISSILE MAY INCLUDE POUM71ONS - a.AS PER THIS DETAIL TYPICAL .A) SLAT WINDOW- DETAILS. -M4K. (2)W1N0'ONS MAY 8E W ONE SLAT SPACED AR".2''AP'Rr m`"x E Y'°SLATS'. WV 0 VIEWING WINDOW & ' ': . 0 _CLIPS .TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) _1_- SLAT WINDOW ELEVATION (LARGE MISSILE. IMPACT; . - . Ihi __ ___ _ . FLORIDA BUILDING CODE(FUgh Non Htgh VdxTy Hurtkanm Z—) 11141111111111111111/ --- - -- \CENs'' 9'� 02020 1uEm INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 `• FOLDING SHUTTER CORP. 7/10/-20 1L E�C O 9qC.. DATE 9/7 i �flSflNa A ENOINEERINO COMPANY ISU MARIM Wn=TONE JR.DUW -O. Rffi la!San.n.s,..as rsmaA aao0e,R A1,ay WEST IUW BEAQ1.FL 334" 20-190 STATE OFm, PH,1tto11-ea-11n1 O •. �'( P .' (E'. - 11:mL.woea.com ,m.tolablaAlulhraawn - ORApTNO No .. .•� -; WAITER A RtlTf Jr.P.E P.E J642•'��i FLORIDA Uk 0 44167 - - SLEET J OF 13 A A 2 or O3 W/ 13 , 16 , 1© OR 19 4'oR.g.- ® (2) W N Zd z USE (2)- AT 30' 1 5 ♦ NOTES ON & LOCKING TUBES AT 4& 5 0 O.C. FOR SPANS _ �i _ 2u ® ® O O• it - UP 99• 1. TWO (2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED o - -- AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER w - - - USE 3 AT 30' O.C. () ,'SPANS SPACED AT 30 O.C. AT MIDSPAN. COMPONENT MAY BE v o - FOR SPAN LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED�ENTERPIECES m THAN 99'UP TO 144� 4 OR®. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w Z c� - 2.(2) LOCKING TUBES�SHA ALWAYS BE USED TOP& BOTTOM AT ern 1 PRODUCTS CENTERPIECES 4 ORS AT ALL INSTALLATIONS. LOCKING TUBES I - ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. "� OR 1 t ;I T SEE LImn-nONS FOR©ON SHEET 2 1 - - I SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, FOR CONCRETE, CONCRETE BLOCK OR s r O. O�• 13 , O+ •1 6 ,®+ 13 , WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH_ .. TYPICAL ELEVATION - N. T. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET S. SEE SECTIONS 7, 7A & 79 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10.SEE SECTIONS 4W. 1�,pUHli!nppl SEE SECTIONS AW,4 BW, BW•&ON 14W ON SHEET 12. �SHEET 11. ���..A. r ���!�i FLORIDA BUIL0D10 CODE(High & Noe Hlph Y91eaNy Hurrloam Zom) . _ ;'•\,\r,,Nod••.• .!� ®imo m em Tao INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° u�'� No.44167 CORP.FTTER 7/1 E020 * * IL ECO,mc. OLDING SHU STATE OF O'•• F� aa,TNcO. e ENGINEERING u„COMPANY AuNrera te KING DE 9 WEST PAWI WAC6 it 334Ole. H:lW0 -"3 20-190 0110' 1:nt.eeo.d.oIn .N..taa5o.n.N..ae. DRAWING H. .�` WALTER A TILLff Jr.P.E. o.r mm, .,u --omnu -vn- .... P.E.SUL/4r�p�1, l t k����`• nGwoA Ua 0 4415� a.,». n. - - sxEEr 4 or 13 } i POURED CONCRETE OR CONCRETE REQUIRED BLOCK WALL . y., _ OPTIONAL RAIN HOOD POURED CONCRETE Z' EXISTING NON STRUCTURAL WALL 3- ` / ROLLER HOCUSING OPTIONAL RAIN HOOD (NON-STRUCTURALL) REQUIRED. TRIM(DECORATIVE HELD) (SEE SHEET (NON-STRUCTURAL) / 7.500-MIN _ MIN. E.D. • /���/ ( NYLON _ I� t I O� PAN HOOD ROLLERS WAME/ 0655-0(TYP.) (SEE SHEET 13) (NGN-SMCTLRAL) 1 p10 c 3"S.S.S.M.S.W// - --- CZ73'LONG NYLON-J W I 3/18'ALUM. _ 3/16'ALUM. z POP RIVETS, BUSHING W/A 0.150' .CONT. POP RIVETS. O 16"O.C. i LONG TOP SECTION Cisco" 0.185"x0.270' O 16'O.C. �� �(2'x4"YAX.). g O.D.AND 0.245"Ld.AND 0.1030' 1/C'0 ITVf D.223'LONG BOTTOM ULTRAFAB BUILDEX TPPCON . SECTION 0.320"O.D.AND WEATHER ////// 1 MIN.SEPARATION 'W/ADVANCID 0.245"i.d. STRIPPING EA. POURED CONCRETE) TO Gig 1}IRFJiDFOTeA 1 ' TEX SIDE(TYP.) f Or OR CONCRETE WALL REQUIRED.BLOCK (SEE SCHEDULE I T-Or . TECHNOLOGY OR 1 SCREW OR11/40-20'x1' L3/ 16.ALUM. 1 ®t �{BON SHEET 13) ®t 1���O 1 SS.MS WITH NUT df POP RNETS, PRODUCT Fj( 1 WASHER O 4'O.C. O 1B O.C. 'fil Or TAN. 1 OCUREDC CONCRETE BLACK 1 EYBEOMENT O 6'D.C. ®t 1 MIN.SEPARATON - WALL REQIAREO. I f,Or 1 .TO cuss _ f'.0r (SEE SCHEDULE - I t c ®t - - ON SHEET 13) L 1 MW.SEPARATION POURED CONCRETE-- TO GLASS ONCRETE BLOCK I� SEE SCHEDULE WALL REQUIRED. - i ON SHEET 13) 7 or W/ / (SQEE SHEET 3)) 1/4'0 x 1•TEH ®t :.i � _ _ .� 1/4'e LTA I SCREW OR 1/40-20':1' OR C BUILDEX / 6 T1 ADVANFADFO E N 1 S.S.MS WITH NUT k WASHER• I O 4"O.C. . j110.3-S.S.S.M.S.W/1/2-0 / x1"LONG NYLON BUSHINGS c ma,TECIION (TYP•BOTTOM),AND 3/4" CONSTRUCTION ION 1 :F (SEE SHEET 13 / LONG(Typ.TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION CREE41 X ROLLER HOUSING(TYP.) W/1 3/4-YIN. SECTION 2 EMBEDMENT*6"Q.C.1 c2•x4 MAX.) WALL FACE MOUNTING INSTALLATION IF ANCHOR SECTION— 1 SPAONG. ANCHOR GROUTED BLOCK REQUIRED J 1.000 2•S00•NIN. (MIN.1'—2 kxl GROUT)OR POUREDCONCRETEMIN. ED/j EXISTING NON SLRUCIUILLL WALL TRIM(DECORATIVE SILL) 0 p e SPA f81C G -1 DECORATIVE WALL TRIM TRAPPED ' STAGGERED OR- SPACING MOUNTING INSTALLATION DETAIL FOR- 6 SECTION 3 •A•S.D. DESIGN PRESSURE RATING = +65.0, -90.0 PSF INSTALLATIONS DETAILS INTO CONCRETE ``11111R 1�1,111 r�1 pAAy/ & CONCRETE BLOCK �� """'<<�r��'% _ . FLORIOA BUILDU76 CODE(High t Non Hlph VdOdty Hurtlwns Zon.) SCALE: N.T.S. F ®w20 MIL60 IHC. DRAWNBr• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MY o.44167 . . v,/202Q NOTE FOR COMBINATION OF SECTIONS: * ED. - EDGE DISTANCE T- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _ IL E C O ewe. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. .7 yy STATE OF TESTING do ENGINEERING COMPANY 166E YIIRTIK WRIER KMC JR.6LYD �7�7yVw �c xn s.m vnw v wm0a,n al® wLTa PALM BEACH. ]4GM FL 3 20-190 .� �ORIDP e�m 1-IdMb. :Omu1I-+ss1 PI,600-au-6371 l6tacaoaol.can w A.IdlnpthuHxn.aom DAMMING N. t SEE L1MRA710N5 FOR®ON SHEET 2 4 s '� �` CA-0006716 - WALTER A TILDT Jr.P.E. ' Kr_ oo0rxo... _ P.E SEAL CiTfAPy b fl IYlll\I`` FLORIDA U..1 44167 _ m nm - - SHEET 5 of 13 LTS POURED CONCRETE OR/AAlIS/WASHER/O 6'JO.C. HOLIER HOUSINGS• I MI GLASS ON _-. . I MINro SEPARATION CONCRETE BLOCK WALLTO REQUIRED IL OPTIONAL RAIN HOOD I�—( SCHEDULE— GLASS (SEE SCHEDULE (SEE SNEDIKIIT 04 E0. E0. (NON-STRUCTURAL) I ON SHEET 13) ) Or ON SHEET 1-3) 1 Or HEET 13) #1 Gx3"S.S.S.M.S.W/1/2'0 ALTERNATE 3/16'ALUM. ®f ALTERNATE 3/16'ALUM. ®t 3/4'LONG NYLON BUSHINGS POP RIVETS O 5'O.C. POP RIVETS O 5'O.C. HO-IN!IXCFFT AT AND 1- OROLLERNG P AT IffAR.I AT REAR. A -- HOUSING(TYP.) (R NFON I 9 a ROLLERS. •Z O OB55m(TYP.) _ I I� I n� .N�. ..9 I ^�.�EO..EO 9. O POP R 10"O.Cu BOTH SIDES OP Rf�&-FsI B O 10'O.a16, M BOTH STONES �1 - lERN4TE ,� _ .3/16'ALUM.POP ORIENTATION �OM.0.163'x ._. _ RIVETS O 18'O.C. #10 x 3'S.S.S.M.S.W/ 0.373'LONG NYLON BUSHING W/A 0.150' I / - / 1 LONC TOP SECTION OS00'I MINroSEP IRON UL �J0' MIN.3/4'PLYWOOD QQ PLYWOOD REQUIRED 8 1/2"MIN. REQUIRED O.D,ANO 0.-6 O.T AND (SEE SCHEDULE WEATHER 1/4'0 TAPGONS OR a.".. LONG BOTTOM STRIPPING EA 1 Or CRC-PL,pT c4 cl SECTION.245* O.D.AND ON SHEET 13) SIDE •) ®t 8 ANCHORS e'O.C. " -1/4'WAS THRU &NOLTUTT O 10'O.C. 0.245"Ld. EAC TT =f Ile'THRU BOLT,W/ 8 j H SIDE. WASHER @ NETT O 5'D.C. 1/4'0 TAPCONS OR CONCRETE BLOCK WALL '^ P RED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. REQUIRED POURED CONCRETE OR 5'x3'x1/e'6D53-T6 CONT. 1 or 2'xb"OR 215'x1/6' ALTERNATE 3/15"ALUM. 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP RNETS O 5'O.C. t® ANGLE. AT R REQREQUIREDj' STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX.A.S.O. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX. S.D.A. .D. DESIGN PRESSURE RATING=- +66.0, -66.0 PSF �a 9V. 3/16'ALUM.POP RIVETS O I -MIN.SEPARATION 10'O.C.BOTH SIDES 7O GLASS —(SEE SCHEDULE ON SHEET 13) ' I ALTERNATE LEG T OF. k ANCHOR EO. _ I f ORIENTATION (SEE SHEET'13) ALTERNATE LEG .- / ANCHOR O o_. ORIENTATION 1/4'0 x J/4'TEICS w 1/4'EW SCR W/ POURED CONCRETE OR 5/B'WASHER OR x 3/4' •3 CONCRETE BLOCK WALL BOLTS W/NUTS&5/8'WASHER O w REQUIRED 4'O.C. _BUILD-OUT FACE -MOUNTING-INSTALLATIONCORNECTRO, j SECTION 4 - (SEE SHEET 13) / o 1/4'0 x 3/4"'MKS SCREW POURED CONCRETE OR CONCRETE BL - OR 1/4'x 3/4'BOLTS W/NUTS INSTALLATIONS DETAILS INTO CONCRETE REOU / 5/e'WASHER O O.C. & CONCRETE BLOCK BUILD-OUT FACE...MOUNTING INSTALLATION SCALE : N.T.S. 011�C// . (BOTTOM)- FLOWDA BIRMID CODE(High Non Mph VdoeRy Hulrleans Zone) --- f NOTE FOR-COMBINATION OF SECTIO \,\:-.I SF 02020 TILTECO INC. NSS: E.D. = EDGE DISTAN � TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN�' * CE ''�� M.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _ - - N0.44167 —' -- -' - 7/10/am0 �IN ANY WAY TO SUIT ANY INSTALLATION. * = IL E C O INe. FOLDING SHUTTER CORP. _DATE TATE OF TESTING h ENGINEERING COMPANY 16e:MARTIN PAL LU EK Fl. 34 4 - �.F00, ..xNn.x sro.aai,emvoA aumva,n 31166 WEST PALM ILFACII 11 35104 20-190 t SEE LIMITATIONS FOR®ON SHEET 2 - .;sCORI�P' � Tee'-HI"1"' F0�• °TI-1°�1 PH:1800 u-eJT1 I man:wfm�0000Leom _ ....ldmxv.+lwe.l..aom DRA1nNo rw -- : WALT C"C"A.TI�LITTI".P.E .w .. P.S. •f( \� FLORIDA U. 441S7 -- SHEET 6 OF 13 � Ala -one � )f 1 -as ti•e- /n s _ _ •MIN.ED.--I 'E0- .-� POURED CONCRETE EQ. COIQIECIION REQUIRED (SEE SHEEP 13 j, ROLLER H01 CK USING j OPIIONAI.RAIN HOOD / IN ON-STRUCTURAL) (2)NYLON 10.3-S.S.S.M.S.W/1/2.0 ROLLERS G.855'0(7YP.)• .3/4'LONG NYLON BUSHINGS _ - Mp.TOP)AND 1•LONG(Typ. Ie ; BOTTOM)HOUSING,(EXCEPT AT ROLLER 010.3'S.S.S.M.S.W/ 0.373"LONG NYLON' _ 3/1V ALUM. BUSHING W/A 0.150' POP RIVETS, I LAND TOP SECTION 0.500' O 1B'O.C. O.D.AND D.245'L0.AND - _ CONT.0.163.0.270".0.030• 0.223'LONG BOTTOM ULTRAFAB WEATHER ; BECKON 0.320'O.D.AND STRIPPING FA SIDE(TYP.) 0.2 '.0. D/ IJ t MN.SEPARATION Or 8 TO GLASS 9 ®tBE N _ MIN.S ARATION OLE N SHEET 13) TO GLASS (SEE SCHEDULE I 7 Or - ON SHEET 13) I MIN.SEPARATION NA ®t 1/4'0.1'TER SCREW OR a TO GLASS _ 8 I OPTIONAL RAIN GUARD. ; 1/40-20-.1'S.S.MS WITH (SEE SCHEDULE (NON-STRUCTURAL) NUT @ WASHER O 4'O,C. ON SHEET 13) I it w ALTERWk 3/16'ALUM. POP RIVETS O 5'O.C. - I - OPTIONAL RAIN Guam AT REAR. I (NON-STRUCTURAL) m n 3 I ALTERNATE 3/16'ALUM. •N j 9 �U 0� $ n POP RIVETS O 5'°.r- n g ANCHOR AT REAR- m :f �. 3/I6"ALUM.POP RIVETS I - �� ^ -:9 O 1-O.C.BOTH SIDES (SEE SHEET 13) ns 0 16'ALUM.FOP RIVETS 0'r n- — • O 1 O.C.BOTH SIDES EDCE OF j / -E0. -.EO:_- SIAB IF- OF EDGE / / J APPLICABLE I. /✓// POURED CONCRETE _ 13 APPUCAHLE REQUIRED (SEE SHEET 13 '%,-� E0. -EQ. POURED CONCRETE) POURED CONCRETE. REWIRED. •MIN.E.D. REQUIRED I CONNEMM— _TRAPPED MOUNTING INST •MN ED. MN.EO. SEE SHEEP i 3 •MIN.ED. _ LLA I0 ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT -BOTTOM SECTION 7A, SECTION 7B. INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. V1H11111111111111FAAA `�p�4Y�Q A•r�((/T�6%� FLORIDA BUILDING CODE"Sh t Non Wgh VoIDDNy Nurricano Zone) NOTE FOR 0(TMBINATION OF'sEcTIONS! yJ:' �,\G•ASP 02020 aLTE°°Mr. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By' E.D. = EDGE DISTANCE M.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = • 0•44167 I . ,�Z IN ANY WAY TO SUIT ANY INSTALLATION. - _ FOLDING SHUL IGn CORP. 7/10/2020 * IL ECOENe. DATE 7/7 STATE OF m °�EAosN01 :Af°Hw°u�sCOn"a"� WEST wwlUITHM lan aw t SEE LIMITATIONS FOR ON SHED'2 !�- %r F A '"` '�°•�"' T°^"161 PH'16°°"e4S-esT 20-1 90 ® Off;. CORD a-nmil:tnccoaaolsom ....tam'p.ewln.omn DRAWING N. ����,1���� WALTER A.DLLIT Jr.RE P.E SFJL/ FLORIDA Uc/44167 '----m n-m-- /.• - - - SRLET 7 OF 13. PONIED CONGiE1E-OR' - mRDGcE (SEE 0 9 SPAN TM PER YIffDUIE (2)ROWS OF 1/4•0 TAPCONS x x ANCHORS(M)(SEE SCI°DUM - �� �.. TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (s)z'4• 3/4 TD6 SQmv REO'D ANGLE NUMBER OF ANCHORS AT O.C.HDNG UDNALLY. O O o 1 'O 0 o ALLOWABLE TUBE . - SPAN TUBE PER SCHEDULE - -- ----------- .. - M SPAN LENGTH EA END PER END OF TUBE ���,� B0B7-,a"�` o o: 0 .. 0 o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1,141 W J/4•.SCREW - '•- - •e•D.C. 1/2'TIP. TUBE TUBE TUBE Z3 .rw w 3b � 60' 106 0" - 13 -- - 8 3-la-.1/4•a IlNOIH 1R41/1 1L11OO7 - - ..... _ .__. _ .. e•J63- A i MOLE a 2"%4"%1/B" 96" 85.0 17 10(SEE SCHEMILE) _ AN LE j _ 144" 69.0" 13 8 IENONI(ITP.) ._ .. "•a4•or sar w 80 117.0" 17 10 3•a211/a1 LE%GIH w w _ M r° "N0� Q1 w� QT .�1(Mj 2"%4"xl/4' 96 110.0 21 12 I 144'- 91.0" 21___ _ 12 -.' .Ax.SPIN Tuff ..: . TYPICAL ELEVATION a=AT M -80' 109.0" 17 10 SPAN TUBE MDUNTING INSTALLATION r 2'x5"x1/8" 96" 100.0" __ 21 12 N"x.. 144" 81.0" 17 - - 10 _. .. ALL SPAN luE ,. _ 124.0" 21 12 oPExe+c - 'n''•R• 2'x6"xl/8" 96" 114.0' 21 12 1 w 144 93.0" 21 12 QT ..rrwrsw . +rarit/4'L IFl+Gti1. 1 r_4'w rAs• I >Ic VALID ALSO FOR MIDHBGHr TUBE INSTAUAnON ONLY WHEN THE SUMAT(DN OF THE Mal-TS ALUM.MOLE Q e/41 tExclN d SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAl(. PRODLCr SPAN .(SEE SCHEDULE) -Ts AU ANGLE � SHOWN ON TABLE 1. _ V (SEE sc"`` / ___ Y Y &a TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHOGHT) ',/a•A.sp•TEK screw o o. o TUBE PRODUCT UM TUBE REO'D ANGLE NUMBER OF ANCHORS j0 r D.C. - _-_--- -- __-_ SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE SPAN TIRE PER SCHEDULE _1_ - S i211/4•a LENGTH - WW-TO Aunr �:.;.LY '/ �y 6s¢-TS ALM)� 60" - 76.0" 13 12 (s)114 a 3/4•MCS SCRIIN SPAN TUBE PER SC HEDUI E 2'x4"x1/8 _ 96" 60.0" 17 15 &ON'YaK. AT 210.0 LONMIIRWuuY. 4•YRL SPAONG ' POURED COISREIE (SEE SCHIXJI - - ANCHORS(M.) 144" - 48.0' 13 12 OR GIORim CONCRETE - _..(2)ROES OF 1/4.4 TAPCOIC BLOCK WALL REp2RED AxCHOPS CM.)=SCHEDLAE) TYPICAL ELEVA ON quBEE AT BOTTOM] i 80' 87.0' � 21 1 B SPAN TUBE MOUNTING INSTALLATION 2'x4"xl/4" 96' 79.0" 21 18 � 144" 65.0" 21 --- 18 (S)l a•a 3/4•Tp5 SCFDW S.uE:NTs ♦1/1'E0. Ax.SPAN DIRE UH- _ --- -_ -- l AT 2foe.tDNaHrwswLY. LO w,rar w sAla AN OTP.) OPENING='I" 1/rTm• 80" 77.0" 17 15 _ LENOIH 6057-TD AU1LL ANGLE • (3)ROWS OF 1/4o (�F 2"x5'xl/8" 96. 70.0' 21 18 TAPCDNS ANCHORS (1YP.)(s>:E SCINDUy." -- _Q 1 - 1 144" 57.0" 17 15 80" -88.0" 21 18 2"x6'xi/8" 96" 810" _._ 21 _ 18 e g _ Z Z g r* � 144" 66.0" 21_ _ I .8 o b o_o b_. .INSTALLATIONS DETAILS-Wf SPAN TUBE INTO POURED CONCRETE _1/4.0 v 3/4'rEx scrEY,• _ ___-__-_ - T OR GROUTED CONCRETE -BLOCK WALL sDDD'uAx - o s o,c _ ti .G O ____ o .O 1O ._ SCALE:N.T.S, ---(SEE SnmULQ -- -_-- - - • I SPAN AID PCR SCHFDIAE O O O __________O O O SPAN NHK:FDi ST7®tlE ��-�ALLaT 'MAX:A.S.D.DESIGN PRESSURE RATING *MO PSF _. _ •4•w O11 v 71a•or Y.3•w s1Td 4LENGTH • rctil/r_ EENcm sass- � v (SCHEDULE)A (sEE sG m�(L71 "'r,N FIDRiDl1 BUILDU7G CODE(Nlph t Non High VNootty Nurrlaane Zone_) Ot ;+Q� 4�� ®zDzo nuEco LNG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN ss•' A. 19 PO�� 1- ,��EtIND �Qr .- No.A4167' _ FOLDING SHUTTER CORP. '/'�;<20 _ " IL ECOIN�. BLOCK WALL REOuno 3"ke 3•ar w r.2•a1/4• +�!7 71 TNl. '.lf.5TIN0 h ENGINEERING COMPANY I=WARM URHD!KM JR.RLVD - (6)1 4•a 7/4'1E175 SCRW IEITOtN BOW-TW AWTL ANGLE W5s%W�am.SL.Sb.SrD.VAGMt OIIaDq A 11188 41EDf PAW OGCl4•FL 331D4 AT z1 4' HDNGINOOWLY, (six sexmULq TYPICAL ELEVATIO�BE AT MIDNEIGHTT / %-0'.• STATE OF 4 pmxr+-taw•rw:Om)sr1-1sst toe tcoO-su-e3Tt 20-190 SPAN TUBE MOUNTING INSTALLATION - - - _. 9 F P • '��`� a-m01 a tOlean W...114e DWNWR4n 4an DNAWINO N4 a."..,,.,, ., 1 SEE LMrtATONS FOR®ON SI1EE7 z' f WN.TER A.lllllf Jr.P.E 'W'4 --a�a o0a .mlu o n aTLY1WI..7 P.E.S /�_ME.:•_�C `�� FLORIDA Uc./44167 SHEET 8 OF 73 -- trALD AT a - , rMCONs/CRETE-FIIx (SEE s14T -ppmNO GLASS ANCHORS 0 16.OA. 131 E76SfING SIRUOTURE SHEET 1J) L YIN.ED. 1. p 5,758'OYPJ DUST. (SEE ' EX,SilpO gO STRUCTURE \ SiRtICfURE 3/8 aCZQ KOLB 3/6'�POP4•RS OR ( P.) FOR .._. * /4'•x/3/4' 3 Tm 0 TAP /Ra-I=14O ANCHORS o If/ /,6 POP 3' 1 or1 1�t or 1�t or 1�t 0R IF-1.4• 1 I TE16 o fe•o.c.� VYALL FACE Cr ®t � �� II END CONI)ITIwN eo.o o.v .Tr 9av 2 3/,6•P�RIVETS OR / 18.' 4 SH WN ie4o.'c.3/` T°a° r c ) OR5 OR E)MMOR — — EXTERIOR M NOTE 1) (2)®0 30.O.C.0 UGI(A2 ©FO°R 30•TOr O 99 LOOSPAN FOR ro 99' / \ SPAN a(3) O JO' .- O.CC..0 4IS FOOR3 P 1 HORIZONTAL SECTION 20 °TO°44��O°8' 1 SW1WY sA.ED ie / NOrffiON7AL SECTION eTTER1REW WOR BE EA1EfeOR) (LEVERS EXTERIOR) MFf00R OR FXIET30R) (OLEVENS�N40R) - oR 1/4'r3/4' 2Yt11/e CMr. I TVLs o fe'oA. *WY VARY AT LIST SLAT AT TRAPPED RATiLL1ATK,NS —O OR o5 6o8.T-TE ALLOY ANGLE TAPCON/CREW-FLEX._ '4 ORL,�7J t SEE WDTAWS FOR®ON SHEET 2` ANCN0,6 o te•o.c.ro SHOWN TAPcoN/�RETE-FIEx SHOWN ` E)aSTNC srauLTu� p°RSmTrcfoSTRUCTURE _ EXISTING STRUCTURE YA•x1/6'CONE. j BUILD—OUT 1/2• x T Auor AN. MIN. \ END CONDITION `3/,6•POP RIVETS OR 1/4'x 3/4'TELS OR EX6IING SRiUCRRtE END LOCK ANGLE sous w/ N It3 I END LOCK ANGLE NOTE 1 NORMWAE SwmN HORIZMAL SECTION 2•x 2'x 1/6.6063-T6 - 1/4•x 3/4•TM CANT.ALUMINUM EOM ANGLE ..SCREWS ATTACNM TO OME ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR (2, o�,ac° CENRRPIECE o 6•or_ INTERIOR CENTERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE L A MmsP®FAR 11�ro 8o SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN h(3)p6J o 30 0.357"xO.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.C.0 MmSP FOR UP INTO IT WITH A 0.120" c.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SCRT0EW1MAY a A"A" B A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR Ex EMIOR) OF THE TIP A SQUARE, 0.4757 .475"110.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4:OK 0 ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vrs� SHOWR (1)PIECE, 1.375" LONG, WITH A 0.366"X0.366"xO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED 18 INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVERS MMOR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. OR°°°0°R) oo• SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER .' 18. (MAx.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS- OR , OR 5O SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONFu SECTION FLORIDA pU1LDING CODE(FDph a:Hen High Vdooly HurtteaM Zon_o) END. INSTALLATION DETAILS INTO CONCRETE, �?' \CENSF''•.;, �� 02020 TILTECO INC. TRAIN II.FOLDING IMPACT PROTECTIVE SYSTEM ORAwN O•I No. a 7/10/20m CONCRETE BLOCK & WOOD. -(AS APPLICABLE) * = I L E C O TILL:. FOLDING SHUTTER CORP. RATE TESTING h ENOINEERINO COMPANY 1682 YARI9T WIHR KRW JR ClHO _ %�,/' STATE OF ,es s 6.m,T�A ram.R a,a6 wEsr PALM MrACH,n.3s4o4 20-190 •.• :Esmlen-16a,rm:(]mmT1-1aI PN:ILIOO-M3-6371 FCORIOP a maim 00671 m.m0 ....re7�panunen wm ORAwNo N. •<`'•• .... •'\�'1\: WAL7F77 A 711N1Je P.E. •r••- - — 9 OF 13 P.E SFi/L/��` `` FLOTeOA U./44167 I 2'x V x t/6• . 1 ALUMINUM ANGLE SURD-OUT MOUNT PER SECTION 4,SHEET 6 A� A - 12)0/16'POP RIVETS, 2'x2':t/6' EACH LEG OF 2" r ALUMINA GLE ANGLE ANGLE LEG MAY FACE c AWAY FROM OPEXINO ( OR OPfTO1NVff NO QWPS $ . REQUIRED TO HOST I 19 13 STRUCTURE NIl BIRD-0Uf Y01➢7E PER SECTION 4,SHEET 0 -(2)3/16•POP RIVETS, EACH LED OF 2x2' ANGLE � o ANOTE,SIMIaHEAD PLAN VIEW A- Y ar¢ EXTERIOR VTp AND SILL T DR am ANGLES A OF PRODUCE (2)f 1/4-P D/4 ' \®I OPTIONAL SIDE ANGLE TENS DR O/%POP - 1 1/2•.1 1/2• 1/6' °'-2' (FOR SECTION 4.MW 6) RIVETS PER AN(AE.. - YN.AWYMU ANCIFS 7OP h TUBE BOTTOM OR TO WALL(2 REQUIRED) I (2))1/4'0-TAPCON/ CREIE-FID(ANCI�RS M ANG E TO STAB -® 1/4'4 x 1 3/4' _-TAPCOIS/CRETE-FLIX Q, l __00, 5 END PIECES MAY BE FLAT ANCHORS 0 t6'O.C. OR L l 'iCb. 7/16•POP RIVETS OR - !�• ,y"- •' 1/4'x 3/4'TENS 3 F]fISfMC STRUCTRE a. •:i 0 12'O.C. ISOMETRIC AGE of CONCRETE SLAB END• 19. DO PIECES L INDDr BE FLAT ._ 2 TRAPPED END CORNER POST CONDITION .WZ--FLAT END HCOMONTAL SECTION TTTg1111111111lfrylFAA FWRRM BUM MG CODE(Nfgh R Non Mph VoIodV Hufffw,s Zmq) END INSTALLATION.--DETAILS INTO CONCRETE. \\GENSF '? �'y� 02020TILTECOINc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "PAW lly' ; No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE - * - I "'°ATE,•*= I L' E C O�a�. FOLDING SHUTTER CORP. IMITC �74STATE OF tITf�F5TIN0 do ENGINEERINO COMPANY 1B62 MARTIN LUTHE!KONG JR.BLVD ?j x Es n—we NR64w oMm Ri n 3]ee WEST►ALM TEACH.iL"'04 a,-1sw.r:Eoslml-1m, PFD IWO-eu-svl 20-190 �F�•FCOR40,''a e- r•T.:u Gaol.— —fP1Ae0abutt n.emn DRAWING He 710 WALTER A.RLLIT Jr.P.E. ...sTe.o one Tin I -- - -_- P.E.sEAI/Si6 fTG L, FLORIDA U.6 44187 I T }: WALL FINISH OPTIONAL RAIN HOOD 0(NON-STRUCTURAL) 'WALL FINISH 5� 0.060'THICK SS. 010d'SS.S.MS.W/1/2'0.3/C ri ROLLER HOUSING LONG NYLON BUSHINGS(Typ.TOP) CONBlETnON C2 _ AND 1•LONC 0yP.BOTTOM),EXCEPT AT ROLLER HOUSING(M.) :.� o 0.060S.S.ROLLER HOUSING ♦ i (2� Ir -� +s •THICK 5(OPTIONAL NON-STRUCT HOOD a^•:- 0.B55.0(TYP.)LLERS /rQ''^'(I UCRIRAU 2k4'COW.WOOD HEADER REO'D. /10•3'S.S.S.M.S.W/ 3/16'ALUM,POP B 1 D.373'LONG NYLON COW. RIVETS,0 is'O.C. z a- _ BUSHING W/A 0.150' 0.1E3'x0.27D' .. LbNIF1�IDf) LONG TOP SECTION 0.500' ■O.D30' 0,0.AND 0.245'L.d.AND UURAFAB / Of 0.223'LONG BOTTOM WEATHER +` . ' SECTION 0320'O.D.AND STRIPPING Ell ®t — 0.245'Ld. 90E(IYP.) c L 3/16•ALUM.POP �z ,. r - RIVETS,0 1B'O.C. ' MINT SEPARATION 1 1 2'A4'COW.WOOD '. 1� MIN.To EGLASS A N a (SEE SCHEDULE . ./ Of HEADER REO'D. (SEE S / Of yi ON SHEET 13) ®t ON SHEET 13) ®t 2'x4'COW.WOOD PLATE REWD. WALL FACE MOUNTING_ INSTALLATION W m SECTION 2W (TOP) WALL FINISH WALL FACE MOUNTING.INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD --- ♦J♦,a,uA!'TIL(�'''4, FLORIOA BUILDING CODE HI h�L Non♦ R _� .-_ ( y Hlph YdooH)r Hurricane:Zone) t SEE LIMITATIONS FOR®ON SHEEF 2 ®2�ida�1Hc ----•--- rP.•'��tjENSF''•]; TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DaY m' NOTES: r _ __ --- _ , rlXWAl OMBINATION OF SFT'TIONS: �0 44167 - 7/10/2020 FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO 'o° ? _ 'L E(,`pINS• FOLDING SHUTTER CORP. wTtBE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUALNTINGSECTIONS CAN BE COMBINED * TESTING✓f ENOINEERINO COMPANY 1662 YARTW L1r111E11 KMO Ja KND TO SUIT ANY INSTALLATION. STATE OF .,,..••.Q•at.3m,,�,,,,am0e,n atee WEST PALM OFAfl1,rL 3340E fkJZp f�OR�O :(m). -Ima.rs�L� 111 PH:114mant 20-190 ��'Q • P: - .tlMeeoO-L— �.r uMuasan DRAM1N0 N. '. O `•' CA-000671Y .. ♦ WALTER A.TSLTT Jr.P.E, mvo P.I-SEAM/GI F�'6♦`♦♦ FLORIDA U,.a 44167 N,19 a - SHEET 10 Of 77 -. _ -_... __. .. .._ - -a - - -_ ♦ - - 1/4'0 x 3/4'TEKS SCREW OR 1/4 x 3/4' _ - BOLTS W/NUTS k WASHER 0 6'O.C. 4-xB'(Min.)EXISTING WOOD REAR REQUIRED.STRUCTURAL ADEQUACY " - OF EKIS INC WOOD BEAM TO BE _ CERTIFIED IN REGISTERED _WALL FINISH - 0.060•THICK S5. t SEE LIMITATIONS FOR ON SHEET 2 ENGINEER OR ARCHITECT PRIOR ROLLER HOUSING ® 70 PRODUCT INSTALLATION. 2'x4' rCONNECTIDN 04' _ E CWOODONT. ':OPTWNAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: HEADER` EQ. - E0. '(NON—STRUCTURAL) - - REO'D. - 1- MOUNTING SECTIONS CAN BE COMBINED /10x3'S.S.S.M.S W/1/2Y x3/4' �N ANY WAY TO SUIT ANY INSTALLATION. OQlN _ .///'''LONG NYLON BUSHINGS(Tj TOP) / AND LONG(TIN.BOTTOM),EXCEPT / AT ROLL LER HOUSING .) - NQIES: OPRON4L RAIN H000 •�r''`• .I - NON-STRUCTURAL _ =,?.,'•;"`L-=-'�"I (2)NYLON ���. Y' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO - - ( ) _ - I ROLIIIS •I BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 ift 1 i I 3/16'ALUM. 10 x 3'S.S.SM.S.W/0.373•LONG NYLON Ioil ALTERNATE J 8 POP RN D.C.S• B G.BUSHING W A I 3/16-ALUM. ALTERNATE LEG 0 16' . / 0.150'LONG TOP SEC'LONG POP RNLTS• LOCATION CONT.270 _ _ BOTTO500'M S AND D.320 LE.AND 023'LONG (SEE NOTE•) 0UILTRA0.270'x0HER BOTTOM SECTION 0.720'O.D.AND 0245•Ld. 0 ta'O.C. ULTRAFAB WEATHER I (TYP.) I ' STRIPPING EA.SIDE M1N.SEPARATION F (TYP.) I I or ®t Jr (SEE STo C HEDULE D E ' ON SHEET 13) MIN.SEPARATIONY TO GLASS OH I I I I O or ®t .B TO GLASS w (SEE SCHEDULE w x ( HEID LE ON SHCEEr 13) 1 or ® t ON SHEET 13) ®t 1 or ® t'I POPALTERNATEIVET 3/15"ALUM ALTERNATE LEG In OPnONAL RAIN GUARD I POP RNLTS A 5'O.C. _ __ ^- LOCATION ALTERIUL AT REAR., 1 I- IUr �I^- ^ ^ SEE NOTE•) (NON-STRUCTURAL) LocAnom (SEE NOTE•) - i i L J i _ r ^^ I --=Ir T r l ' F----===J' 11 ----- it ALTERNATE 3 1 B'ALUM. POP RIVETS 0 S'O.C. 2'x4' '�__ 'I I I I m_ �i• C ,. - L: I iT REAR. xj CONT. Al 1 I WOOD I PLATE /- _ I i� A N= 9 " W? 1�3 �•REO'D.' I ns1 3/16'ALUM.POP RIVETS `. 9 0 10-O.C.BOTH SIDES Pi -3/16-ALUM.POP RIVETS 0 10'O.C.BOTH SIDES ; xi Eq. _E0. .bAiG'��oECKD6 EQ. _ 2'.e CONT. I 1/4'm x 3/4'TEKS SCREW (NO FINISH ALLOWED) WOOD PLATE W1 5 x 3/4'TEKS SCREW REG•D• �{ ` I OR 1/4'x 3/4'BOLTS W/NUTS _ - - W/5x. WISHER OR 1 ` dt 5/B'WASHER O 6'O.C. \ 5 a.x J/4'BOLTS w/Nuts k CONNE 11011 C4 s/a•WASHER 0 4'D.C. I I 2'MIN.E.D. "2'MIN.E.D. _ WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4AW (BOTT ) SECTION 7W SECTION 4W 1L1In1A TIC(�TAA.,,� �� .. •• _r/ . nORIDA BUILDING CODE(High R Hen Nigh Vefoft NMTT111Q1U Zono) ♦NOTE 'ALTERNATE LEG LOCATION AND ANCHORAGE To WALL SHOWN DOTTED - y\: \ .F 01020 TaTEco DIC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM G1uWx BY, M.P No.44167 7/,G/2G2D INSTALLATIONS DETAILS INTO WOOD — * = IL ECO��eo. FOLDING SHUTTER CORP. DATE " SCALE N.T.S. STATE OF TESTING h ENGINEERING COMPANY 1662 l 9 FLO R� Lt BL VD �P rnu WEST PAW BEACH,FIL 3 3404 -, Pitt leoe-543-5371 20-190 O� •. .0 a nat t000571 ' v�.rod p>tullwxmrn DRAWING Na CA-•• •. WALTER A TILLIf Jr.P.E. P.E. N1118�1111,N11��� FLORIDA U./44167 -,-- �m n-•a- ry x - - - SHEET 11 OF 13 MIN.SEPARATION fy` . 1: TO GLASS SCHEDULE MIN.SEPARATIONGLASS or ®t N (SEE ON SHEET 13) ..t a B (SEE SCHEDULE y' Or II ON SHEET 13) �'{ ii7lff OPTION&RAIN GUARD I (NON-STRUCIURAL) I 1/4-0 z 1'TEK ALTERNATE 3/1 B'ALUM: a; SCREW OR 1/40-20'z1' POP RMETS O 5'O.C. S.S.MS WITH NUTD.0& AT REAR. 3/16'A POP RM1hIS WASHER O 4'O.C. WM. 10'O.C.BOTH SIDES g MOE OF SLAB c IF APPLICABLE ALTERNATE LEG CONKMDON ITT EDGE OF SLAB --_"-IF APPLCABLE ANCHOR LOCATION�I DECK RIEOUIREDD (SEE NOTE N. (NO FINISH ALLOWED) CONECiION ClEDGE 0E- - _ 2'MIN.F D. ..._ SLAB IF - _ �! EDGE OF APPLICABLE _ - �._ - -- - SLAB IF 2•MIN.E.D. APPLICABLE t SEE uMrranoNs FOR ON SHEET z :ALT TRACK_.ADAPTER--,MOUNTING INSTALLATION SECTION 7BW BOTTOM) 1'. IN.E.D. - 1'MIN.E.D.- NOTE FOR COMBINATION 2'x6'MIN.W000 _ - '1 DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (No FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. .MIN,SEPARATION FLOOR MOUNTING INSTALLATION, 2'x4'COW.WOW (SEE TO GLASS NOTES:. PLATE REO'D. (S SCHEDULE - SECTION 7AW (BOTTOM' ON SHEf73) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO - BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL - WALL FINISH (3)5/16-0 LAID 2• - - Or ®t . a SCREWS W/2 1 2'MIN.. . E MIN.ED. 2- SEE SECTIONS 8W do 14W FOR MAX. A.S.D. DESIGN a PENETRATK)N AT GIDWIDN PRESSURE RATING k SPANS "' 1•x 4'x 1/B' cN (27 OF RAFTER/HIUSSES ._ ALUMINU CONT. TUBE ' .. .. :. ._. u ALUMINUM NBE 1/4"x4-(6063-76)FLAT. Yam— 'E705TING 2%W000 _ PLATE W/1/4b'x1'TEKTRUSSES OR RAFTER 2•x4'MIN.WOOD SCREWS O 6'O.C.1 _ ._. _. _ - AT 24'O.C.MAX. STUDS O 16 O.C. , -- BETWEEN TRUSSES OR Do- ' - .500•.. __. __ __ _�•5 . /B'" (6D63-TB)MT PLATE W/1/4'0 x1•TEK _ ._ _. _. _ - - _ a SCREWS O 4'O.C.IN (2)1/4'0 TAPCON OR 1/4.0 CRETE-FLEA I r BETWEEN TRUSSES ANCHORS OR'd14 NOS WOOD SCREWS OR 1/4'0 EDGE(IF APPLICABLE) NOS LAG SCREWS AT YIDWIITM OF EA STUD W/ - 2 1/2'Min.THREADm PENETRATION INTO W000 SND x (2) ® -ON 'V/4'MAX,PLYWOOD IX 1/4"0 3/4'TEKISIiNC SOFFIT - SCREW OR 1/4'-20 x 3/4• ROLLERSO,B55'/y•r.) -. -#10YJ'S.S.S.M.S.W/1/2'0 x3/4'LONG ' .. EQ EQ. - S.S.BOLTS W/N20 @ + NYIAN BUSHINGS(Typ.TOP)MID 1•TANG .1/4'0 x 3/4'TEK WASHER O C O.C. #10 x}•S.S.S.M.S.W/ B _ _ �' 0YP-)BOTTOM),EXCEPT AT ROLLER HOUSING g SCREW O 6'O.C. 0.373'LONG NYLON MOUNT TON WOOD STUDS' MOUNTING INSTALLATION .NG TINGOP E I D.,S `,QLM• INSTALLATIONS DETAILS SECTION 14W (BOTTOM . LONG TOP SECTION 0.500" - 0.163•x0,270' O.D.AND 0.245'I.d.AND . 0.223'LONG BOTTOM. MIN.SEPARATION , uL4R°AJOFAe - � MAX. A.S.D. DESIGN PRESSURE_RATING=+60.0,,,,60..0_.PSF SECTION 0.320"O.D.AND _. TO GLASS WEATHER '�' oa -I-NTO WOOD ' 0.245'Ld. (SEE SCHEDULE STRIPPING EA. .I - .�pI,"IHEglThluY FLOMM BUILDING;CODE(NBph R Non Nlph Voleoihr Nurrtcam tom (TYP.) ON SHEET 13) SIDE(TYP.) or ®t o SCALE N.T.S. ` .- -.._. - - _ 02026 mteco-INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM' DRAWN DYI --- - HEADER TO TRUSS MOUNTING INSTALLATION, '- 4167 IL E C O,No. �; FOLDING SHUTTER CORP. '/'w`h° T TCSTINO d ENOINEEpINO COMPANY 1IO2 WEST PAI ltIMA DL rL 3 oLYL _ SECTION 8W `fTOP_� sTarE OF �m Awliti�• am"""mlo ^"LM I°°0 '6R� 20-190 . .... .... 5 '• e- �xw.lddlnyxhRXxn.00m MAMA Ke maiF.tY14c4owlzam MAX. A.S.D. DESIGN-PRESSURE-RATING-+60.0.-- 0 0. 60. PSF Pi)'i�.N .•��� WALTER LLCA-OWIT,'.P.E �F FLORIDA Uc.t 44187 .anr A ' -.. -' SHEET 12 OF 13 MAXIMUM WIND PRESSURE (a 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) snw mmmu sues SPANS A WX Ay WLE THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE REXTION CONCRETE CONCRETE BLOCK STEEL WOOD Pam PGSnK NELATNE AT TM CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR (+1-> PRESSURE PRESSURE &lGTiGu TYPE SPACING .CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.+1 cl- TYPE TYPE TYPE SPACING. ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 44' 1 Ib ft A B C A_ _C E A C F 50.0" Go 8 ib k 9 ; 425 LB/FT - 38 ._LB/FT 157 LB/FT 134 LB/Fi'256 LB/FT 397 LB/FT A -B _ C -A C 35 psf 100.0" 100" 146 6 ft Cl 388 LB/F 134 L B FT Fi - 418LT 236 202 LB/FT,383 LB C1 417 LB Ff 166L 14 '. "21DIbft- �387T 6 461 LB/Fr 12 - 334 B Fi 142 LB FT 271'LB FT 347 LB Fi 202 LB FT _60.0' 60" 100 Ib ft C2 g LBFT 362•L 8LF 12. 375 LB/FT 34 LB/Fi 387 40 psf 100 0­ 100" 167 lb ft . B B 142 LB/FT 144` 240 Ib ft 456 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB FT C2 9 417 LB/FT _ - .- 362_LB/FT - 190 LB/Fr 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 - 2B5 LB/FT 80.0" 80.01 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT, 202 LB/FT 298 LB/FT 405 LB/FT 9 372-LB/Fr - ;309 LB/FT - 134 LB/FT 46 psf g 1150 970' 187 Ib ft 3 813 LB/FT 572 . - ._. .. FT C3.LB/FT .326 LB/FT' 304 LB/FT 418 LB/FT 631 LB/ 6 469 LB/FT -- 375 LB/FT _ - 202 LB/FT_ .0" - - 115.0' 221 Ib ft. 9 466 LB/Fi - 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' 1 276 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/FT - 370-LB/FT - 134 LB/FT 60.0" 6D.O" 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" 69.0' 187-Ib ft" 9 251 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 so psf 100.0"': Do:o" 2 Ib/ft CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT:214 LB/FT 155 LB/FT ® 226 LB/FT  24 LB -_ 83 LB/Fr ; . 120.0'- -120. Ib ft' C5 6 339 LB/FT 334 LB/FT' - 125 LB/Fr 144" 140" 300 Ib ft 3 843 LB/FT, - 870 LB/FT 243 LB/FT 250 LB FT 432 LB/FT 311"LB/FT . 3 681 LB/FT - 670 L8 FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 1325 LB/FT_ 215 LB/FT - - 138 LB/FT 102 LB/Fi 81.0" 81.0" 187 Ib ft C6 6 1410 LB/FT '487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT <==> 221 LB/FT 251 LB/Fi 15 LB - 55 psf 100.0"' 100.0` 229 Ih ft C6 6 -332 LB/FT 378 LB/FT 323 FT -3 .822 LB/FT "975 LB/Fi 648 LB/FT - - 414 LB/FT 307 LB/Fi 3_ 663 LB/Fi 756 LB/Fi 646 LB/FT 1137" 1134" 330 Ib ft - 4 269 LB/FT 301 LB/FT .183 LB/FT - - 114..LB/FT 153 LB/FT - - - 13T � 134" ' 330.Ib ft _ _ - 60.0" 60.0" 150 Ib-ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT.� - - 152'LB/FT 204 LB/FT, C7 4 232 LB/FT: 236 LB/FT 183 LB/FT - - _ - - 305 LB/FT - 3 310 LB/FT' 315 LB/FT 244 LB/FT - - 80.0" 80.0" 200_Ib k--: 2 12 388 LB/FT 460-LB/FT 409 LB/FT 60 psf -100.0• 100.0". 250 15 ft 12 411 LB/FT 596 LB/Ff':409 LB/FT - - - 265 LB/FT,168 LB/FT C8 8 38B LB/FT 690 LB/FT 409 LB/FT - 115.0" 115.0' 288 Ib ft CB 8 736 LB/FT;,894 LB/FT,;614 LB/FT - - 397 _B/FT 252 LB/FT - - .- 131"'- - 128" 346 Ib ft 6 982 LB FT 1194'LB/FT:'819'LB/FT - - 530 LA/FT 336 LB/Fi 6 777 LB/FT, 921 LB/FT 819 LB/FT - - 59.0" 59.0" 160 Ib ft _-- - -- 65 psf 92.0" 92.0" 249 Ib ft - 100.0- 100.0" 271 Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE DSEE GENERAL NOTE C.2 ON SHEET 1 126' 123' 360 Ib ft 60.0' 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0 1DO.O" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY 'i TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE - -59.0" 59.0' 107-Ib k ZONE 1 2 3 ZONE 4 A 1/4.0 TAPCON W/ADVANCED 3.50" 2.50" D N/A 4.00" 4.00' N/A N/A 75 psf 100.0' 100.0" 313 lb it 5'-10" -117" '114' 387 Ih ft AS LESS 2 1/2' 1" 2 5/8" THREADFORM TECHNOLOGY -- - - BO psf '113" 111" 4DO Ib ft B 1/4" 0 x 3/4" SOLID SET •3.50"i 3.50" N/A N/A 3.00 3.00" N/A N/A 0 psf 107" 104" 424 Ib k >5'-10` - - 100 psf 101' 99" 447 Ib k TO 8'-3" 2 5/8`♦ 1" 2 3/4"}' C 1/4" 0 CRETE-FLEX 3.00" 3.00` 0 N/A 3.00- 3.00 N/A N/A 110 psf 94" 90" 468 Ib ft - 120 psf B7" 82' 484_Ib ft 1/4" 0 ITW-BUILDIX 130 psf 80` 76" 483 Ib'ft >8'-3" 3 1/2' 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" TO 12'-O" 140.psf 74" 70` 484.Ib ft" F #14 NOS WOOD SCREWS OR N/A N/A D N/A N/A N/A 2.00' N/A 150 psf- 69"- --' 66'__ --483-lb/ft. 1/4- NDS LAG SCREWS 160 psf 65" .62" 483 lb ft &AS DEFINED BY ASTM E-1996 STANDARD. ANOTES, „11H1�I1N1�/rJ. FLDRIDA BIALDING CODE(High&Nan High VNoatty Hurry Zone) } EXCEPT THAT 3 5/8' SHALL BE USED - L+: MAIDMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, `.�`��� :•• ••••:.TJ ® °mTEco INC. TiTAN II FOLDING IMPACT PROTECTIVE SYSTEM 0PAWN M. GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. Y.P L-: MAx.ALLOWABLE PRODUCT SPAN FORA 4, 4A & 7A. �`�;.•��tjENSF'•:•• - GIVEN NEGATIVE A.S.D.DESIGN PRESSURE � 7�DATE RATING. o.4 4167 I L G O�itc. FOLDING SHUTTER CORP. DATE BLVD r2NO J MRN•T TES71N0&ENGINEERIN 11152 MART G COMPANY IN ER R. FINAL MAxIMUM ALLOWABLE PRODUCT SPAN IS `�// `� �C xa.gym.s,•s81.w®ar,awarx n ss,m WEST PAW DEACII.R 11lDJ EOUAL TO THE Af1t6A1LAN D'L-".Nm PRODUCT yPr•Pam ,1wt .r o�m'',ss, P1t 1800-w-anl 20-190 SPAN BERYEEN 1+"AND"L A STATE OF -�B71a +nr,raWfnpMuN.n.aom DRAWING No • WALTER A.TLJT Jr.P.E. rr.r aaro pn r..r .ormiu ME •• :'•`C1 ;� FI M Ue./41167 - m,w - - SHEET 13 OF 13 ii•r. I- -..�P _ _ - -