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HomeMy WebLinkAboutProduct Approval ram- - --- - -- - - EMS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I Contact Us BCIS Site Map I Links I^Search Florda j in° Product Approval t7�r1�P USER:Public User L ua krtcs r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R3 Application Type Revision /p Code Version 2020 ( �(� 0 3 ` Application Status Approved L Comments R . '%V1E ��fVED F(D " Archived O � iODE Cyyy,, AN C Product Manufacturer Folding Shutte�Corpor�iti�,nnj ®N Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 BOG (561)68 ingshu Est om edh@foldingshutters.com Authorized Signature Ed Heritage 2-j 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 West PalmHems Beach,FL 33413 'L COPPlace Y (561)209-7675 edh@foldingshutters.com !� I Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida RegisteIred Architect or a Licensed Florida Professional Engineer D Evaluation Report Hardcopy Received 'I i 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,PEA i €2 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COIF Folding Shutter Com Titan II Drwg 20-190,12d Referenced Standard and Year(of Standard) Standard Year i TAS 201 1994 TAS 202 1994 TAS 203 1994 I i Equivalence of Product Standards Certified By 1 Sections from the Code I; I P I I i Product Approval Method Method 1 Option D i i I 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 EL17080 R3 II PED Folding'Shutter Corp Titan II Dmg 20- Approved for use outside HVHZ:Yes 11O.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 load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drvv 20- sheet 13 for additional spans and loads. 190,pdf Created by,'IndependentThird Party:Yes I Back Nex[ I i i I � contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CSpyllght 2007-2013 State of Florida.::Prlvacv Statement::Atcesslbiility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address releaised in response to a public-records request,do not send electronic tl mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850!487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® eL�hecL �-r C�edlf Card ' I Safe i I. i i I 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 THE202O(71h 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'M TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX•AS MANUFACTURED BY ITW/BUMEX• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IBM(HVHZ)@ IBM(NHVHZ)OF THE ABOVE MENTIONED CODE, INC k ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NOS LAO SCREWS. � FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES: Kdr0.85,USING ASCE 7-15 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESGO WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST CA)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.0 IN ORDER TO COMPARE THESE W/MAX.(AS.D.) 1/4-0 NOS LAO SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND CIS THRU CB DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS,OR AS INDICTED 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 yQj ORDER TO VERIFY THAT COMPONENTS k ANCHORS ON THIS P.E.D.. TESTED,WERE NOT OVERSTRESSED,A X INCREASE IN C.2)MINIMUM EDGE DISTANCE OF 1/4'M TAPCON OR 1/4'0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR 1/4.0 NOS ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS.S.A DURATION FACTOR CO = 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. LAO 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 INDICTED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1010 @ 1804 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FYc33 KS](MIN.)MATERIAL. 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS('O @ AA SHALL BE/ 10 x 3'.410-HT MINIMUM SERIES W/173.6 ksl YIELD -1/4'A INN'BUILOEX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH @ 167.4 kst TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XTLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. VOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICTED ON SHEET 2.MINIMUM YIELD STRENGTH DA)MINIMUM EDGE DISTANCE OF TRW BUIDEX TEX SCREW 1'. FOR 6063-76 ALLOY AT SLATS SHALL BE FF=25.9 kst.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 kal YIELD STRENGTH AND 90 kst TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL RW/BUILDIX TIX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 8.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY DE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STARLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE 10•PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709AJ 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.Vc-3192 psi. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 1/4'0 x 3/4"ETE-SOLID SET,AS DISTRIBUTED BY BY ALL POINTNSTR SOLID SET ANCHORS MI NV 3350 pa pay. 11.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 YIN.Po>=3350 pay. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 2l4ffi5; 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.EIL)PREPARED BY THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE A.1)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:IA.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. (9) 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 SS 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 YODIFlED. A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND HID SUCH PANELS.THE EXISTING WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICTED ON NOTES A.1 k 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.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT (B) TO EXISTING CONCRETE BLOCK WALL-ASTN C-90. TO'THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. ' 1/4-•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 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - - - - - - --- -_ -THIS DRAWWO SMALL ONLY BE USED TO OBTAIN- J90IE5. - - - PERMITS 0i THE STATE OF FLORIDA B.1)MINIMUM MINIMUM EDGE DIISTANCE(ENT OF E D.)SHALL.BEAPCON WASHORS OR PER SHEET 13.,t:REh-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' ���`11�'�lE AuT�(�rr�y�� FLORIDA NODE BUILDING (HiOh Mk Non High Volodly HYTFiomu Zone) B.4 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8-)INTO THE CONCRETE BLOCK UNIT. NO �� Ns�;• �9'� oI=1RTOW M EMBEDMENT INTO STUCCOSHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1 2'LONG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RAC ry' WN MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 44f67 '"°ILP �° •• B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ' 'L E C O INN:. FOLDING SHUTTER CORP. OATS ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE 'd 1Y-A-.'85fIN0 @ ENOINCOiINO COMPANY 1r3 YAK:OI Illflml KDIO nL Rw SHALL BE AS INDICATED ON NOTES B.1 @ B.2 ABOVE. 7�7 STATE OF 1ti Fr<�,. n a+re WII FAIL sFAn4 FL YlU .IaFpn_,ao.rr. „1aA nx lsao-w_. 20-190 �F'•.�URIDA,. �i:, a a'�9CooeoO�<LOOT •••r"�°'"f^'� DRAWM N. N� `�� IVLIEN A 1LLlr Jr.PE ew r ®b .or Pl. flI/ 11j11 1• FLOR A llG f 441fF1 =sna - - SHM 1 OF 13 aoo• �• LNr• JAW JaW �Ya00' M1� Y IaTS• 1 rsn• � � e� .aru• N tAN © ® • '�r.OY $ fLa IAT � 600-76 ALLOY S�76 ® � FT(O BE R TALLARONS• ALLOY 066s=> T A �is�rc� EXTERIOR CENTERPIECE MAY L OAF TroNs AS PER (TO BE USED ONLY FOR INSFAUATIONS 4 INTERIOR CENTERPIECE -�ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 63-T6,�Y SEE COMPONENTS 20.21 &22 ON SHEET 3.) aaaa' •mr• 71a• ziJY 2A9a• rsu• 6 YI. Z7M• 2ar2• 2QA' Sys' @Q .ILO• 'f� 8 �• f H rm,- X @ OaT' AW _ Q .12E' •� .)X!•+I,' WL�D• • ` K d I .� +II B'100' g .IW .aBP• 9 •pS2• �r A93, ,Ofip• —J .WS• A9 _ -1 _ N Td .OES• $O � F.gw� _ .a62• � ASI• _ � 277J• a'�• JAS• —PO.T' �•r• I-2716 ® WALL HEADER © R" MAX• B.O. CEILING HEADER 6osJ-r5 ALLOY SILLMEAD TRACK ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 63-T5 ALLOY 6063-76 ALLOY ® 6063-76 ALLOY 60fiJ-T6 ALLOY _ ffi rt2 I g COMPONENT o b t1 t2 a.asT •�. Ci a 2' S•MAX. 0.125• 0.125• 1, •� N yy1� �gS 8 Aar• '6 2• 4•MAX. 0.25• 0.25• .Der _ - Ll 1• 2•MAx. 0.062- 0.06V --- - (W ALT. BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD ® 6 ALUMINUM ANGLES ® RAW HOOD 6063-T6 ALLOY 606J-TS ALLOY 6063-T6 ALLOY 6063-16 ALLOY COMPONENTS --- 1, ,W S N1 nfryrr;- L$ FLORIDA BURMILG CODE(Night Nan Nigh Velmft Nu&mo 7=9) P••' ®2Dm TUM ND. DAWN 811 \GEMS TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AISY `�• F•• N.P N0.44167 /rD/amD 3f8"f�1-16 ACETAL i�OCKING TUBES L0°D * 1L ECO.Nc. FOLDING SHUTTER CORP. DATE THUMBSCREWS 7!7 STATE OF uE aD N M N«�n"y �mmm DUP=n aJX am T C RPIECE ® CORNER POST �•+Via- r� 220�-90 6063-76 ALLOY 6063-76 ALLOY .0�;•.RORIDP' ; OA-DDpe�re WALTF1t A 7R1lr Jr.07 PE q ••(��N ��` rTnRmA t>c./Mtsl m o� - - SHUT 2 CF 13 p I ,T—. rouAF TOP I /C�J��I ROWS LE i ro�tmp ® i EA4 SPACED I Fnae , i Op I IIN W� I i 2-CLIP EACH SIDE TABLE 1: SOURCES FOR &Q i 8800 I DIRECTIONS. I ,3)/9- I ; OF WWDOW(SEE TABLE r) SLATS I suns TYPICAL PROPERTIES SWUM BAYER SALBL`FAMT/£ KNUCKLE p pp KNUCKLE I I REFF/N"CF 114mTW. sou4m PLASM (TY'P) O 8 (nP) f 20 LLC.LaewotaN Jral LEXAN W acme N °p�$$ IWwIEWM w SPECIFICn H ASTM Dnx D.oa lb/90.043 eAd I Fwopmo ldl ' TENSILE YIELD SIRENCTII ASTM D53B 9.400 p..J. 9=PaJ. FLDLURAL SMENC01 AT YIELD ASTM 0790 12.500 p..J. 13.400 p.1 AM i , , ya• FLEXURAL MODULUS A D790 340.000 P.J. 345.000 P.I. Zo I .~'i I I 4 Llca)an SN4P-IN END yt�Q, CLIP OF WINDOW TOP/BOTTOM NOTCHED fLOO AM006 18 Fr-1b/In 17 FT-1b/In ,a$ a 9 i I I I sQ (SEE TABLE 2) SMOKE DEN511Y ASTM D2543 472 s 64.5 N MAX > RATE Or BURNING ASIM D63S C-1 CLASS CLASS i I ' 1 A SELF IGNITION ASTM 01929 1040 4 9B0'F Sur WINDOW +�i�i1 ' ; SWT WINDOW a.060'NOOK llIE641�ii: ASTM CiSS 2 , + U4 I i POLYCARSONVE WETDIYC TENSILE STRENGTH LIFTER WEATHERING ASTM D939 9302 P.J. 0540 .J. 2 i I 2 WINDOW(SEE TABLE 1) TENSI E STRESS BEFORE NFATHERDIG ASTM 53 D5 5491 P.J. 5550 P.J. 1 g .000' ' 2 AIAX. MAX. N �0007"'-", ED A NNMUM)OT F 2I APART.BMIN 12•MIS.FROMENDS OF Sur TOP&BOTTOML( s Ar MUST INSTALLED AaNCEN. TABLE 2: SOURCES FORTO 2�NTERPIEC£S 4 OR,NOR AT CORNERS OF PRODUCT. STANmV7D.� BLACK NNDH PARTOON C— �� ® SLAT WINDOW DETAIL 705r91/888I i (ELEYAIION)OpI 20stars , O suTs SPECIFIC ORAVRY ASTM D792 0.042 m/In• N K Opp I KNUCKLE- 0I WEK7NC ME>?JEtlMdL, (TYPI I pQp I CTY'P) I I WINDOWWINDOWpg MOLE YIELD STRERcrx ASl/l DSse 11,500 P.J. Q I EA npV I (J)ROWS OF FLEXURAL SRRENGM AT YIELD ASTM D790 15,0DO pal. 0 e-i I 1/4•a HOLES I ; j 1, � aO� FtE%URAL MODULUS ASTM D790 450.000 P..J. o I EA SPACED L _ J eht NPACT' I IroGATB i AHD i ,a•em,'----- -- �• NOTCHED ROD LSTM D255 OJl FT-Ib/I. T i X'Bol DNS. I ro�mc.�- I 111k7RLL=PROPEROFS: + + Dam• G2w COEFFICIENT OF THERMAL EXPANSION ASTM DD99 SS It10 inrn-'F j21 EL TING©2 SNAP—IN END CL� M" E,RATNRE ASTM D341B 5 o T e O USED AS AN OPRON FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVA77ON UNDER LARGE MISSILE A44Y INCLUDE PERFORATIONS AS P DETAIL OR SLAT WINDOW DETAILS -MAX(2)2)WINDOISS MAY BE IN ONE SUT SPACED "`".24-aPARr AW.EVERY ra su7s,. V 0 VIEWING WINDOW & R . 2 CLIPS- -TYPICAL—AL TE N- -TE—PERFORATED (SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACTS `�NAAT44HH11u,,,,,,,,,, nOWA lUILDINO CODE(High a Non HIgh Woolty BMrrkami zone) •••• ���4 ®_M Co TITAN II FOLDING IMPACT PROTECTIVE SYSTEM H.ry- ��.'•�.10ENSF• M.P No.44167 FOLDING SHUTTER CORP. v1o/29J9 IL ECO�Ne. DATE 'J 17 �dJ� .7ESNN0 a ENOINURING COMPANY 1M2 MAIRIN MOM 00 JR.4YD • STATE OF � g'+s'o.Fay"Lasm"O°a.++m,"` "�ni�"tDooa-i T 20-190 .-mDO:01l.eoODDLeom ..w/BNnpN.Atw.aem DCA-ODWRA114A No •C• FL P ��` NALTM A tJ1.P.E as r ®o vu art r m,•t m P.E SFA .`C1�,�� FLDWDA Ile. 441W m n-.mt ,,.Tm - lGIEE7 J W 13 A Z OFOW/ O3 ,16 ,Q OR �9 4 OR 5 B (2 n_ x aZO USE(2) Al 30' ' ,n O.C. FOR SPANS n 20 • NOTES ON @&LOCKING TUBES®AT &Q5. I�. UP TO 99' o_ 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED B USE(.3 ®AT 30'O.C. AT 30'O.C.FOR SPANS UP TO 89'. USE THREE(3) FOR LARGER x AR SPANS SPACED AT 30'O.C.AT MIDSPAN.COMPONENT NAY BE v o FOR SP LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPtECES y n THAN 99'UP TO 144' 4QOR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. yN 2.(2) LOCKING TUBES SHA ALWAYS BE USED TOP d BOTTOM AT PRODUCTS CENTERPIECES-(4�OR�3 AT ALL INSTALLATIONS. LACKING TUBES BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 t of T SEE UMTTATIONS FOR®ON SHEET 2 1 L END CONNECTION DETAILS S ON SHEET 9 TYP.FULL HEIGHT, FOR CONCRETE, CONCRETE BLACK OR 6 16 WOOD INSTALLATIONS. O ' O O UNLIMITED WIDTH TYeICAL ELEVATION 41 S. * NOTE. -SEE-SECTIONS_1—THRU-3-ON=SHEET-5. - I- -- -- -- - - - - - --- - - - - SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 7B ON SHEET 7. SEE SECTIONS 1W R 2W ON SHEET 10. �,I1IIIIIIIIIIII„ SEE SECTIONS 4W, 4AW do 7W ON SHEET 11. ` � F7AILpA LULLpMO CODE h t Non h Vd H SEE SECTIONS 7AW, 70W, BW.k 14W ON SHEET 12.I �. (M9 ft � Iakam zone) VCEIVSF ., '4� m:azo memo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM o"w"By' M1 a No.44167 FOLDING SHUTTER CORP. '"OATTE020 STATE OF C710EITM TEsmTG t ENGINEEwNG COMPANY Im\Mnel U1Na Im JL r'A an a r am Now%MM n MIN tlmT PAW�TAex,rt SS/Ot 20-190 • ��ORIDP �'• comer,-L' .r.,t n-,n„ 21 Laoo 4u 'i Cc . '`C�\`� ~ A-0'0 0�087/Y I tar os®, OMMNO Na NAL7ER A iCLi Jr.P.E P.E SEAL/1 �Ir ••� _ 1\11\� F10WOA lh.}4t16) a.,t-� - BNbff I Or 1] POURED CONCRETE OR CONCRETE BLOCK WALL REpUIRED. / OMNAL RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE - EXISTING NON STRUCTURAL WALL CONNEMICN C % O.DW THICK S.S. (NON-STRUCTURAL) REQUIRED. TRIM(DECORATIVE HEAD) (SSE SHEET 13) RGUER HOUSING (NON-STRUCNiRAL) ( •) 6 1.000 2.500•MIN. YI1. ED. NYLON LLERS - � D D.Iss d(TYw.) / / s (NON-sTRUcnmu> jFIG X 3'S.S.S.M.S.W/ 3/16•ALUM. 0.373'LONG NYLON 1 3/i6'ALUM. POP RIYEfS, BUSTING W/A Q190' LEDM• POP RIVETS. 'z O 1w D.C. LONG TOP SECTION o.500• 0.163k0.z7D• ®10•D.C. '� �// I (z•>ts•MAX.) O.D.AND X245•TA.AND OjOw 1/4'a ffW D.223'LONG BOTTOM ULFtAFAB BlelOEX TAPCON SECTION 0.320'O.O,AND WEATHER POURED CONCRETE I MIN.S lION /R�AOVANCEO 0.245'Ld. STRIPPING EA In�I� � (TYP.) SIDE(TYP.) ! Or OR CONCRETE pEWpEOBLOCK —(SEE��1. 1 Or �� iIECHNO SCR I SCR I/C OR11/40-20*W �3/18'ALUM. ®t �H II ) Lap 1aN WASHER 0 r D.C. 0l B D.C. f or I $W POURED CONCRETE I W EX 9ED3MQtf a 6.O.0 1 ®t y OR CONCRETE BLOCK FAN. SEPARATION WALL REOUIRM, I / Of i t Or 1 (SEE SCHEDULE GL's ON SHEET 13) ®t E I MIN.SEPARATION io CLASS POURED CONCRETE S (SEE SCHEDULE OR CONCRETE WALL REOUIREO. � �ON SHEET 13) BLOCK /CONNECTION C2 Or a ( 13) / 1/4'0 x 1'TEK ®t 1/4'0 ITW SCREW OR 1/40-20'st• •i / BUTIDOI TAPCON I S.S.Ms WITH NUT& .$ $ W/ADVANCEDTHREADFORMI WASHER O 4'O.C. ' fil p10X3'S.S.S.M.S.W/1/2•0_� , •t 1/ O TECHNOLOMOO LVHNQ7110N Ct-� .1'LONG NYLON BUSHINGS CONSlRUCRON EE SHEET 13) LONG(T7p.TOP),"CEPT AT µ PRODUCTS Is . WALL FACE MOUNTING INSTALLATION �+ETE-RST I , ROLLER NOOSING(IYP.) SECTION 2 Em''BEDMEl/',T Ms. •D.G' c2'•4'MAX) WALL FACE MOUNTING INSTALLATION CFSANF0I0R SECTION 1 1/2• ANCHOR SPACGlG•� . GROUTED BLOCK REOLHRED O O O O (MIN.To-2 Mel TO OR, ANN1.000 D MIK POURED-CON _- --E.D. - .IXISTING-NON-STRUCTURAL -_ / WALL TRIM(DECORATIVE SILL) O O 6 AN°C'—J DECORATIVE WALL TRIM TRAPPED SPACAq STAGGERED ANCHOR §PACING MOUNTING INSTALLATION _ _ . ._ DET —- =•6- SECTION-3- INSTALLATIONS DETAILS INTO CONCRETE \U,\1111111111/1jYY,MA%.A.S.D. DESIGN PRESSURE RATING- +65.0. -90.0 PSF & CONCRETE BLOCK (High a .Glro NM�(�n.�1L.) FLORIDA DURDINO CODE HI h�Non High VAd SCALE. N.T.S. f 02020 TMTEOO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GR"..TIT' No.44167 "'P NOTE FOR COMBINATION OF SEGTIONc; * E.D. = EDGE DISTANCE - ,k - 7/10/2020 IL E FOLDING SHUTTER CORP. GA,E IN MOUNTING SECTIONS CAN A COMBINED (SEE SPECIFICATIONS ON SHEEP 13) STATE OF feu MARTIN UITH1a Kola le.DLVD IN ANY WAY TO SUIT ANY INSTAUATION. 7 rEsnxo&ENGINEER COMPANY '� ! ,,c`;•. LORIDQ'.•� '`gym 1.t m � R.a1. W3T PALM BEACL tL 334U tn 20-190 PH:1 TNilla 11 Roem DRAWING N. t SEE LIMITATIONS FOR®ON SHEET 2 -�SO�/'sj[�-s L wy,T!•CAA.- 057(1,0jr•P.E. En- P. •IINH\N\ ELpitmA Uc/44167 3MEtT 5 07 13 1/4'd x 3/4'TELLS SCREW OR 1/4'.3/4• BOLTS W/NUTS&WASHER O 6'O.C. 0.060' ROLLS THOU NGS. } POURED CONCRETE WALL ROLLER HOUSING 1 MDL SEPARATION 0 YIN.SEPARATION I!I CONCRETE BLOCK WALL TO GLASS TO GLASS ' REQUIRED r"—(SEE SCHEDULE —(SEE SCHEDULE COKXEC'IION G �' OPTIONAL RAM HOOD EQ. (NON-STRUCTURAL) � ON SHEET 13) pf ON SHEET/]) 1 of (SEE SHEET 13) /10x3'S.S.S.M.S.W/1/2.0 ALTERNATE 3/16'ALUM. ®t w Nn ALTERNATE 3/18-ALUM. ®t '�N 3/4'LONG NYLON BUSHINGS POP RIVETS O 5'O.C. POP WVETS O S'O.G �60 f011),)E&I AT�ROLLEAP• AT REAR.' AT REAR. HOUSING(TYP.) (2ROLL •= d 0.855.0(TYP.) J .I II n m 9 0 ^ �EQ.Ep YY 9 73 Cj 3/16'ALUM.POP RIVE75 ,�S 3/16•ALUM.POP RIVETS Ox-BOTH SIDES O 10'O.G BOTH SIDES i j LEO hANCHO 3/16'ALUM.POP LI ORIENT.W1 B R—O 18.O.C. EQ. E0.- - #10 x 3'S.S.S.MS.W/ . 0.373'S S' NiIDN �CONIT.016]1BUSHING W/A 0.150' MIN.3/4' LONG TOP SECTION GSOD' MIN.SEPARATION 0.270'E>A�030' A M.3/4'PLYWOOD PLYW000 O.D.AND 0.243'I.d AND' 70 CRASS $ REQUIRED 1/2'MIN. REOUORD 0.223'LONG BOTTOM (SEE SCHEDULE STRIPPING NC EA l Or '/4•° ORES FLO(S ORN 44 d SECTION 0. -O.D.AND r ON SHEET 13) SIDE(7YP,) ®T 8 ANCHORS B'D.C. 1/4'7HRU BOLT W/ 0.245•Ld. rn x WASHER&NUT O 1O.O.C. EACH SIDE 7HflU BOLT W/ g WASHER&NUT O 5'O.C. 1/4.0 TAPCANC OR O POURED EE CONCRETE WALL CRETE-fm M1CHW6 8'O.G CONCRETE BLOCK WALL 'Q or REWIRED 270'OR 2•x5•x1/8' POURED CONCRETE Ofl 57i311/B'6083-T6 Caw. ALTERNATE 3/1W ALUM. t 6053-TB CONE.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PUTS POP RNETS O 5'O.C. ® ANGLE REQUIRED AT REAR. 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.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF ALUM.POP RIVETS O 10 D.C. I�MIN. ARATKIN R 10 .C.BOTH SIDESC tl TO CUSS (Su SCHEDULE ONN SF4T 13) g ALTERNATE LEG T or 3t WIQ�IIDN q / LT4,. 00. ORIENTATION ®t LLy1 ALTERNATE LEG (SEE SHEET 13) &ANCHOR ORIENTATION x 3/4'7ElCs SCREW w/ L' POURED CONCRETE OR� 5/e'WISHER OR 1/4'x 3/4' _ -- ----_ —CONCRFIE_BLDCK_WALJ.— / _ REQUIRED'- _ _ _. 441 DD Wf-HUiS-&-5 e'WASNER:O_ BUILD—OUT FACE MOUNTING INSTALLATION .��110„a qj a SECTION 4 (SEE SHEET 13) Y' C �, M7 EQ. E0. 1/4'/x 3 43 TEKS SCREW POURED CONCRETE OR OR 1/4•x 3/4•BOLTS W/NUTS CONCRETE BLOCK WALL &5/8'WASHER O 6'O.C. INS-T-ALLA-T-IONS=DETAILS-INTO=CONCR•E-TE REQARED. _. . . & CONCRETE BLOCK UILD—OUT FACEMOUNTING INSTALWION SCALE N.T.S. Senwp4c,r (BOTTOM) - F(DRU)A BUILDUNO CODE(N1gh t Nan Nigh Veloeliy NuMaans Zone) NOTE FOR COMfiINAT10N OF sECTIONs: # �••• �'\ SF ,��� 0=0 DlTECO Ma TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN E.D. = EDGE DISTANCE N0 44167 ' IN ANYUWAY TO SUIT ANTING NY INSBALCnOONINm (SEE SPECIFICATIONS .CATIONS ON SHEET 13) * IL ECO iNI: FOLDING SHUTTER CORP. '/'DATE ' STATE OF TEsrM0&ENGINEERING COMPANY 1362 MARMN WMR CHO JR GLVD t SEE LIMRATIONS FOR®ON SHEET 2 O'•. F(� )OP °. s.3os v> �'n alas WEST PAW R 3s104 20-1HD 96.rm,p%)67h1111 I.1B 1600- ES71 611Bea0amsmn rnnr fOfElnp6u,Mn.vem DRAWING No YfAL7ER A lUN Jr.PE P.E. -01 FLORIDA Ua 1 44167 I au n�a ryyxa - SHEET 6 Or 13 lull x L9N.ED..� EQ. EQ.-1 POURED CONCRETE- E SHEET C8 REQU IRED (SEE SHEET E 13) ' ao60•THICx sS ROLLER HOUSING j OPTIONAL RAIN HOOD (NON-STRULTURAL) (2)NYLOx �"` ? (1a3•S.S.SLY&W/1/4Y ROLLERS p.Rssy.nYp.) d/4•IDNC NYLON BUSHINGS (Typ.TOP)AND 1•LONG(Typ. I 8 BOTTOM).EXCEPT AT ROLLER A \ /to■30 S.S.s.M.s.w/ HOUSING(IYP.) O.37r LONG NYLON 3/16•ALUAL BUSHING W/A 0.150• POP RIVETS. LCNG TOP SECTION 0.5D0• i O 1B•O.C. 0.0.AND D.245•Ld.AND CONT.0.163•.0.270•.OA30• 0.223•LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320.O.D.AND STRIPPING EA SIDE MP.) 0.245•La T O/ �') or®t 8 N TO GLASS N t (SEE SCHEDULE ® YRL S ARATION �� ON SHEET 13) IN (SEEGu SCHEDULE / or ON SHEET 13) ®t I MIN.SEPARATION `S 1/4 0 x 1'TEK SCREW OR TO GLASS &8 OPTIONAL RAIN GUARD NUT&WASHER S.S MS WITH f'—(SEE SCHEDULE (NON-STRUCTURAL NUT 8 WASHER O 4•o.a ON SHEEP 13) -Q or W 7 ®t ALTERNATE 3/18•ALUM. i POP RNEfs O 5'D.C. I I OPTIONAL RAIN�GUAfm AT REAR. I (NON-51T6KTURAL) ALTERNATE LEG ALTO]TNAIE 3.. ALUM. ��^ n 9 LOCADON RETH 'gg POP RNE75 O V✓ Ci, 3/16•ALUM.POP RNETS ANCHO � p R ei AT REAR. O 10,O.C.BOTH 51DES 1 I (SEE n/ 3/1e'ALUM.POP RIVETS�/// ////,��// / / `-• --- O 10.D.C.BOTH SIDES ED. ED. EDGE OF SLAB IF EDGE OF SLAB IF POURED CONCRETE REQUIRED (SCpOOF.CTIDN 06 APPUCABIE EQ.SH MY 13), " E0. POURED CONCRETE POURED CONCRETE / REQUIRED. •WN.ED. _ REQUIRED (---•MIN.ED.--J. �••— •MIN.CO. (SEE SHEET 13) MIN. � TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 79 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. FLORIDA BUILDING CODE(HIpA t NHNI Hlph V6tooly NurrTlmm ZW16) j;IDTE FOR COMBINATION OF SEC710NS: * E.D.= EDGE DISTANCE • �\G N ••• ® RHO ' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M BY. MOUNTING SECT70NS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) Q,44167 _ 7/fO/2tI20 IN ANY WAY TO SUITANY INsrALLA710N. * MIL L E C O ONC. FOLDING SHUTTER CORP. DATE ,OvSTATE OF TESDNO!ENO---COMPANY I--YAl11IN tIRlG Loa JX am�m a b m•Nmu ueOOa 0 WIN WEST PAW tITACIL R 331M 20-190 t SEE LIMITATIONS FOR©ON SHEEP 2 / %�O•• F[OR10P` 4-nINLI Itneeao6ol.o0om�ImI �t 0M/lJR-rLaTe7pn IXUIYNp Mo M�� P WAITER A TBLf Jr.P.E. NC r omwv PE �U V � .�`` FLORDA Ua /44167 I m Iwo POURED CO M3E Loccr a a ,W, 8 ZaM,ICE PEA f+ LO{E f=)A015 aF,/.•.,ucaNs X X ANomis OrP')(sEE / / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1k AT Z/o.I LONmnm3.VLr. O 0 o I O o o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS - ---/----------- - MAXIMUM SPAN LENGTH Atiu salmuE TUBE PRODUCT �' END PER END OF TUBE 0 0 0` o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM � + 1/41.3/4•ra SCREW tom.m. TUBE TUBE TUBE" or= / • Yu• L 3:4• 3•.r w 60' 106.0- 13 8 �X/414�. 'Id./4:LEn ( Sow m A A4= 2"x4"xl/B' 96' 85.0" 17 10 (SEE stHEDmq BUMx Er 144- 69.0" 13 8 :.•w 3:3•w 80" 117.0" 17 10 3:2 /4•.IEWN w w � XQEQ 1 NC 6�1 La tom•) 2"x4-xl/4" 98" 110.0" 21 12 YAY SPAN 1lIEE LENC (O,m. 144' 91.0" 21 12 TYPICAL ELEVATIO� (T119E AT TOP) 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALATION ��CIL IZii 2"x5"x1/8- 96" 100.0' 1 21 12 SECTION X m MAN 144' 81.0" 17 10 s Toes • j 80' 124.0- 21 72 -aPorc ,/r„P. 2"x6"xl/6- 96' 114.0" 21 1 12 144" 93.0" 21 1 12 � et 3:4•w 343•w ..LDR s:4•w Yd•.. *VALID ALSO FOR NDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUNATION OF THE Sid'L,/4:IEXGEEi spa-r1s,uvN,.�iE } 11/4•.tE,anx SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN (s[s SOIFUIIL) (SNI�AWEL AA N SHOWN ON TABLE 1. y� Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHi) TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS a�y�p•ra spy, 0 0 0 o SIZE PRODUCT T SPAN LENGTH EA. END PER END OF TUBE ------ --1------- •N•w3:3'w SFKN 818E PER SCIaDV1E 35G:1/4:IExCIN ma-1S AEMN L4' // // / // / / //, (�om-ul °E so- 7s.o" 13 1z (S)i/4•.3/4.1D5 SCION SPµ�PER 2-x4-xl/8" 96" 60.0- 17 15 imL AT 1.Ol.IGHGRGDW.LLY. M SPACING (SEE SOENeq A�Omp•) 144' 1 48.0" 13 12 (TIP&OGt K Ll cCONaIOmS (z)Roes°E.)t/4•.vx°Ns TYPICALELNA I EAT unme 80" 87.0- 21 18 CK FGU REpJSED AMCMM6 (SFI SCM[DUIE) SPAN TUBE MOUNTING INSTALLATION 2'x4-xl/4- 96" 79.0" 21 18 (s)1 4•.3/4•,Ga STAEW SEW 4, �, SPAN,vim 144" 65.0" 21 18 a 1'(O.C.IuxmlpxuLr. 3:4•w G w s1a:,/a NGLE ,) Fxple 1/T m. 80' 77.0" 17 15 �7{ k4'. kr iS MULL 4- (3)RONS of,C. /, (SE sasnrtq 2"x5-xt/B- 96- 70.0' 21 18 )(rvP. (sz•:�Awt» 1(t`i 1 144' 57.0- 17 15 80" 88.0" 21 18 O1 2'x6-xl/B- 96- 81.0- 21 18 Z Z 144" fi6.0' 21 18 i o 0 0 o b INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE ,/n.3/.•ra Sam. amp xAx •. pL o o --o o ro OR GROUTED CONCRETE BLOCK WALL • - ------------ - �-�"�- -� svAn tva WA sa[nI[ (�m AIEOT O o 0 0 0 10 MAX.A.S.D.DESIGN PRESSURE RATING-372.0 PSF tr •A w 3:3•w 3:4•w 3W 3:1:,4' Tai,/.• LENLE GTH spa- gMII� y{ (SEE �-M ('sEF: +eFIibAA FLMM BUILDING CODE(High&Non High Vdodly Hunfeans Zone) ®1 ICEGAE) ```���Q�' ...........'• ii ®m10 K7ECo WC, TITAN If FOLDING IMPACT PROTECTIVE SYSTEM NAVM OP �: ��CENSF'•'P M.P Pp � G m20 ` _ NO.A4167 ', IL E C O lac. FOLDING SHUTTER CORP. '/'TE OR SLm WALL RmameD 46 w SW 35G'Lt/{• ^� 1k Ai0 k QIGINEERING COMPANY (s 7/{•106 sgsW: Iamnl ep✓a-ip AWf,ANmE • ass K.e;y60. m.3oe.N�a n 3N.e NEffr PAW WALK FL W4G{Cw / TYPICAL ELEVATION (TUBE AT MIDHEIGHTI / pa 20-190 A 1 Dn IaxnuaxNir. (�x++muD 'O'•. STATE OF .4^•a_ �-,ap.re, ta, 14h repo-e43-e37t SPAN TUBE MOUNTING INSTALLATION I -� '.• F P "44, av-a000iio -J.Imnps.%.mn otumHo No 1 SEE UNRATIONS FOR®ON SHEET 2 WALTER A 7IEIT Jr.P.E �a oo. Krr�a .uA PE •:•`C ``N� FLORIDA U./44197 . 1 � •Illll......u4Y11 - - - MN.ED. J/'-F7GS+NG GIA55 ExISn40 SIRIMIRE MM.ED. t OW. (SEE SHEET 13) STRUCTURE � SISTRUCTURE -- � -- ---- — EIOSIMO Q 1y$$Zy�E�--� _,*m'P.) 3/16-POP RNETS OR S CE A1/4'0 a 1 3/4' EKS a/ 1 \ 1/4•a 3/4'T (IYP.) TAPOONS/CJMTE-FM tB'oc. 1 1 1 1 / ANCHORS o,B'O.C. � 3 1 1B'POP RNE1•' 1 OR 1/4'7H' } or or 1�t or 1�t �• TIXS 01 oc WALL FACE or 1 END CONDITION 18. 90.0 900 2 3 / 90.0 - 0.v J/18'POP RIVETS OR / 18 4 SH WN v}'•J/4 ms o \ / to as r ORINTERIM ORQ5 J EXTERIOR (m wIE» (s) a 30'O.C.a M�u�Em'0SPAN a m ase MmSP FOR ro RR' I// 1s HORIZONTAL SECTION 20 ° ° • ,-(18� TO 14r BE UWB \ HOWLONIAL SECTION STREW UNr BE INSTALLED \v / _ (LDERs INTERIOR/Ir POP RNErs INTEmm OR comm R) �] (LEVERS ) OR OMMOR) DR,/ODIC 3Ic MAY vARY AT tJur sum AT 1RAPPED R19DYlJUplaB 4 OR 21ri1/B LONr.; 4 OR TExs o te•O.C. WWNN a0n�-Ta ALLOY ANGLE WWNN TORS 0 18'O FLDL SHO t SEE lserATKx(s POR ON sREET 2 ANaronS o,ST oa RE SHO ropes/0-�. 3 Ens1►Lc STRUCTURE ANL110RS•iB as ro \ EIIISTMO SIRUCTIM BUILD-OUT LINO STRUCTURE 1/2- 2SQ'v+/NY CONr. MM. Ng63-'ro ALLOI ANGLE END CONDITION Eo. EG. 3/iB•Pw"/14m OR 1/4'a 3/P IOCL OR E705,OIO STRUCNRE END LOCK ANGLE Hur J'4•BOLTS w/ END LOCK ANGLE Nurse,r as NOTE 1 HORIZONTAL SECTION HORIZONTAL smim r■2'v 1/6'BOSS-TB 1/{•.J/4'lIX ONE LOCKING TUBE, PARTfi��INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR conr �Jtr ANGLE SC�WJ AC EG ro ONE (a) o Jo•as a CENTERPIECE°B O.C. INTERIOR CENTERPIECE& INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A ,uDSPA@Erwl1�rowSOLID THERMOPUSTIC TIP BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE. SPAN&(3)pRI0 30• 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.C.a Mms)A+TEOM w INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SO oN'MAY SPAN INS'AALL°MEG A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR OffmOR) —OF THE-TIP-A-SQUARE-O.475"x0:475"xO.085 THICK-COLLAR-MUST-BE-INSTAL ED.-AT-THE-TOP-OF-THE' - 4 OR -- _— ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE SHO 5 (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366"x0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED 1 INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" Ex+EAB°I DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLD THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER a HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. a� (u�x4 OR 5 .SRO ALTERNATE LOCKING SLAT CORNER LOCKINQ pETAH HORIZONTAL SEC" � F1DiDDA 9WWLDpM CODE(IRph t Non Nlph VdtlWlr HuRbons Zone) END INSTALLATION DETAILS INTO CONCRETE �? '��CENSF''•. T�TLm D� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM RY, CONCRETE BLOCK & WOOD (AS APPLICABLE) N°'4*167 _ IL ECOm.. FOLDING SHUTTER CORP. "'°' ° DA7[ n J TESTING A ENGINEERING COMPANY IBB2 MARTIN LUTHER 00 JR.BLVD STATE Of 1Cr 34n R x.sx w®r4 r„mOa n s1a WEBT PALM ,n 33404 T++n'.,pvmmT+-+mA.w:Gm)vT1-1n1 PW ts°o-w-mE 20-190 %9oc .,FLORIOQ . -""G -°Leo. —.fad pmm.,...om DRAWING No P.E.SEI�C/�OI t�i J ` WALTER A TRIJT Jr.P.E. moors — - m[ r/ 4\\\\\ FLORIDA Ua f 44167 �e n� /,onm F SHEET 9 or Is r.r.t/8• -AWNII/UY ARCtE PER S W . PER ECDON 4,SEET 6 A; A 11HR L21 J/18•POP Illym. r a r.1/8• EAf71 LET:OF 2•.r AWYDNY ANQE A ANGLE LEG MAY FACE AWAY FROM OPEIIMG µoPHaON0.OR TUMMS NO ANCHORSTO FIw SMUCTURE •A 3 19 1 MLO-off NYOUNE PEN scnoN..11EET a (z)3/18'PCP PdETS, EMN LW OF rid• ANGLE ALTEAIATE WARE .EXTERIOR EI.E_VATIONt SIMILAR AT HEAD PLAN VIEW A—A D FURR � . AND SILL AND BOTH SIDES OF PRODUCT I® (2)F 1/4•..J/.. !', OPTIONAL SIDE ANGL 7E16 OR J/18•POP `•'�' 1 1/2•.1 1/2•.,"• O•_2• Him PER ANGLE TO MN.AlUYR01 ANG TOP h (FOR Sfl;110N 4.SHEET 8) (2) wTUBE BOROM OR TO WALL(2 REOWREO) L2) �4'a "ON/ dtE7E AD(TO EA ANGLE TO SLAB ® 1,1 A.1 J/4• END P=MAY BE FIAT 1 TAP001S/O�TE_. END OR L END IL ANCHOM o IW O.C. 7/te'P�RNETS OR EmSTNG SRNCTURE Y a• o i2'0.C4 3 3 1/;.LWE CORNER POST ISOMETRIC IM of cOHnaTE S � IAB �_PpOP.EFS�YAY_BE.NR -- 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HOIROHQAL SEL•IION o(�A'TI(nA�!Ai FLORIDA DURING CODE(Nfih t NMT Hlph Vdoaiy Xul,11t1m.Zany) END INSTALLATION DETAILS INTO CONCRETE ��: �?GEN$F � 071L7ED011� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM mH.Mp No.44167 �/�/>o2D CONCRETE BLOCK & WOOD (AS APPI..ICABLE� * * I L E C O FNe. FOLDING SHUTtER CORP. DATE �ESTMO N ENDINEERING COMPANY IM MAM,N LUW�1,OHO A sum 7!7 a STATE OF ,Q a,Im.,aNM M DOS n J]M WE"►uM w a rE ss4o. 1-169.ti lx�lHvt-t!!1 F1e t -88Tt 20-180 O�•.FLO RIDQ 4-mal:B beoOaaL YT ....e.ruApaMn..om OmWNO N. • .•'� G-000871M P.E '�AAI ,11�• 8f4kT 81 Of 13 WALL FINISH OPTIONAL RAIN HOOD (NON-S=Cn"M) WALL FlNISH O.D60'THICK S.S. 010.3•SS.S.uS.W/1/2Y.3/4• ROLLER HOUSING LONG NYLON eUSHINW(Typ.TOP) CON EMION C2 AND 1'LONG Cl*SOTTOM).F]HCEFT AT ROLLER HOUSING(TYP.) TT 0.060'THICK SS.ROLLER HOUSING - NnaG _ z �� aPnowu RAN Hoop x ROLLERS U •' -(NON-STRUC URAL) •'S�' 0.655'e(TW.) 2'.4'CONE.r—D ' B HEADER REW `•110.3'IS. S.MS.W/ J/16'ALUM.POP 0.373'LONG NYLON CONT RNEIS•0 1s'O.C. "~ 0 al RUSHING TOP S BUSHING W/A ECfgN.150'O.SOO• 0�1aW�'xD.270•G. AFID 0.245'Ltl.AND _I D.22.T'LONG SDTTOY UL1RArA8 WEATHER ) —U ' SECTION 0.320'O.D.AND STRIPPING EIL 0 1 I ®t ' 0.2�')45'•d. SIDE(GYP.) R (.. k- ^--7 3/16' 1 POP NER, 5.O.C. 0 MIN. TO GLASS 27k4'COW.WOOD f V^iM TO & HEADER REO'D. CLASS (SEE SCHEDULE I or (SEE SCHEDULE ( or 1 ON SHEET 13) ®t ON SHEET 13) ®t W 2 W CONT.WOOD PLATE REO'D. I 1 His 4 WALL FACE MOUNTING INSTALLATION b SECTION 2W (TOP) o I ` I WALL FINISH WALL FACE MOUNTING INSTALLATION ---sECTION 1W _ -- _ -._ LNSTALLATLO:NS-DE-T-ALES-INTO W-GOD _._ FLORIDA BURDINO CODE(Hight Non High VdaGflp Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 P�'•''• ENS ®"D n�o Rom• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N��: �`� DRAWN CY: Y.P NOTE FOR COMBINATION OF SECTIONS: - _ 0.44j 67 - T/10/20 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO c IL E C O�11c. FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EOUAL 1.-MOUNTING SECTIONS CAN BE COMBINED * TESTING!ENGINEERING COMPANY 1602 YARRN IUIHDI Imq JR RVD IN ANY WAY TO SUIT ANY INSTALLATION. !7 A. STATE flF ..�3�,e,.Hr.Am,wv,u a.,®4 n 33,a WTST r ,m edCA R 334D4 A W, nI,1e00 t/3-e671 20-190 COR10P.•� u-Doon7°aL`" ...awatindl«...A,,, DRAWING Ia Ry�.Y��,y� WALTER A TEN J,P.E. rr.r P.E.SE I/! 'G``��` FLORIDA U0_/"I U7 n.o . - - SHEET to Or 13 1/4•r a 3/4'T06 SCREW OR 1/4'X 3/4' BOLTS W/NUTS a WASHER®B•o.c. 45,8' .)EXISTING WOOD REAM REOUIRkD.STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CFIDIIED BY REGISTERED WALL FINISH .OBD'THICK S.S. t SEE LIMITATIONS FOR ®ON SHEET 2 FNCIN O OR ARCHITECT PRIOR "r ROLLER HOUSING 70 PRODUCT INSrALLADON. E :E 2':4' CONINECIKIN C4 / H EO, E. Ojy-Rye)0 NOTE FOR COMBINATION OF SECTIONS: RmTL /IOx3•B.S.".S.W/1/2'r X3/4' 1-MOUNTING SECTIONS CAN BE COMBINED LING NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION, . AND 1'LONG(Typ.BOTTOM).DMIPT :4 c AT ROLLER HOUSING DYPJ rNOTES, .PIItXML RAM H00D �-.- --•'`^"`: (2)NYLON '�• 7 T-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO r '(NOR-STRUCTURAL) ROLLERS BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EOUAL •.� y 16 I p JiN't U 3/16'ALUM I B L_=1 8 POP RIVETS, 110 X 3'S.S.S.U.S.W/0.373'LONG NYLON ALTERNATE LED 18.O.C. BUSHING W/A 0.150'LONG TOP SECTION I POP RIVE75. LOCATION 0.500'O.D.AND 0.245'Ld.AND 0.223'LONG CONT. (SEE NOTE•) 0 ULTRAFABTNFA7HER BOTTOM SECTION 0.3 .00.AND0.245'Ld. PARA STRIPPING EA SIDE MIN.)CLASDON I Of®t Jr` (SEE -IlMnc I h� ON SFDET 15) I MIN.SEPARATION I O Of®t 5 IAIJ.SEPARATION r' TO GLASS w TO GLASS ;WX (SEE SCHEDULE (SEE SCHEDULE '" ON SHEET 13) 4 Gr ON SHEET 13) Or®t ®t �A �fy ALTERNATE 3/16'ALUM ALTERNATE LED ' I F or POP RIVETS O 5'O.C. -_ _ ---- LOGADON OP00NA1 RAM GUARD ALTERNATE LEY: AT REAR ,-1 I f'=,T�-_ LOCATION I j-LL �� I I f (SEE xatE y R+aN-srRucruW) FF_�(sEE NOTE• I F=======1'----- ' I 11 L LJLJJ I I - I N T-� I I I ALTERNATE 3/18'ALIAT. NE I I I I I I I 11 I POP RIS 015 O.C. 25,4' I�__ "'i I I n • I i I I AT REAR .. I F--- `_ -----T 11 i "1, In ^ III Big ill COW WOOD PLATE I I II 9 "�' Rmb. - -__ I o `�' 3/18'ALUM.POP RIVETSr ( R 9 0 BOTH SLOES / d n 3 I 9 3 n 3/15'ALUM.POP RNE7S 'O'• / ''c $ EQ. EQ. - O 10'O.C.BOTH SIDES o EO 'y 2'Ae'MIN.WOOD E0. _ _ g 2'x4•CONT. 1 I •,4 _1/4•r-x-3/4•TEKS-SCREW-- (N0-nHISHECK UALLO'NED)- 1/4'0:3/P 7T005 SCREW WOOD-1 D _-- - OR 1 4'X J/4'BOLTS W/NUTS I W/5/B'WASHER OR ' 1 t Sle'WASHER O B'O.C. 1/4 -CONNECTION CS 5/ WASHER O 4.O.C. I CaaasnoNC4 Y MIN.E.O. 2•MM.MED. G! WALL FINISH WALL 1111 - BUILD-OUT-FACE-MOUNTING-INSTALLATION- -BUILD- TRAPPED-MOUNTING-1NSiAL-LATIONOUT FACE MOUNTING INSTALLATION SECTION 4AW (BOTTOM.) SECTION 7W SECTION 4W a``— `� ( oh Y IooMr liMrman.Zone) J`�C ✓ '. FLOIODA WILDING CODE HI t Non IE h V� NQIF A'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED `�1;''\\• •••F 0207A Tmoo INC. MAN II FOLDING IMPACT PROTECTIVE SYSTEM By-'Z WDRAWN INSTALLATIONS DETAILS INTO WOOD = No.aais� Ti1D/2D2D * = I L E C 0 mc. FOLDING SHUTTER CORP. DATE SCALE N.T.S. STATE OF TESTING!ENGINEEIIING COMPANY IME MARTIN U IRM Imo JR.KVD r.7m.R.,r 2 Ewa clwn rt 9,a WEST PALM WACM n 3S4W F(ORVaP" •• ,GIGIXelhl6lp.11o:Dm)r/,-Al FM1D0D.AI4J�6T71 20-19G iOF '•••.. •'``, .� r-aafn.MS�B— rrr•Ioldmphutt rr.w,n DRAWING Mo •••• NAL7EA A 7R11T Jr.P.E ra r ,mlo AN,6 ,n.r Dmsl4• art P.E 111111111111111\\A" FWWM Lk./M187 ; m•,s�n i - - SHEET 11 OF I3 --^ MN.To�QASSpN MIN.SEPARATION t (SEE SCHEDULE TO GLASS (ON �j ON SHEET 13) - SHEET 1S OPTIONAL RAIN GUARD G� (NON—STRUCTURAL) 1/4•r x 1'119f TE SCREW OR 1/40-20'xt' RIVETS3015,O.C. SS MS WITH NUr& AT REAR. WASHER 0 4'O.C. I n 1n '• 3/I8'ALUM POP RNEM O 10'O.C.BOTH SIDES Q EDGE OF SLAB ri b IF APPLICABLE R - - �E OF SLAB AE ALTERNATE LEG �j ANCHOR LOCATION x -_- _ NotE�) A3 I-- - DECKLE MN.W000 - 111 REQUIRED (SEE (NO EDGE (NO FINISH ALLOWED) CONFL7Cr1 C! F SLAB If r-� EDGE OF 2'MN.ED. APPLICABLE =-��- SLAB IF : V MN.E.D. APPLICABLE m__m rr SEE uMRAnoNs FOR®ON sHEEr 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1'MIN'ED. 1'MN.E.D. ECTION 78W (BOTTOM) D. NOTE FOR COMBINAnON OF SECII0.uS: 2'x6'MN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN PNT'WAY TO SUR ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2.4"OW WOOD c�SCHEDULE CLASS SECTION 7AW (BOTTOM) NOTES. ON SHEET 13) - 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (s)5/1s's LAG Fo NN2'E0. 2- SEE SECTIONS BINh 14W FOR MAX.A.S.D. DESIGN or ®t SCREWS W/2 1/2 MN. . 1•x 4'x 1/B• PENETRATION AT Y01q'IOTH PRESSURE RATING h SPANS (27 OF RAFIFN/TRIASES \\� O ALUMINUM 1OU13E W 1/4'xa'(6063-TB)FUT ¢ �— BASTING 2X WOOD PLATE W/1/4 O xt'lIX TRUSSES OR RAFTER 2'x4•MN.Poo 'ODDtw vim SCREYS O 8'O.C.1 AT 24'O.C.MAX SIU05 O 18'O.C. - - - BER4EEF7 300'TRUSSES OR O 1/85c4'(6083-TB)F1AT plAlE W/_1/4' G.C.IN -. SCREWS O 4'4'O.C.IN r". _ _. ---_.-- _ - - - - (2)1/4T/TAPCON OR 1/4Y CRETE-RFJL BEIWEIIN 71R1SSE5 EDGE(11 APPLICABLE) NITS LAG SCREWS AT�MOWIOTH SCREWS OR OSNO W/ ' '� �• � 8 ' 2 1/Y Mi..THRECED PENETRATION STUD WOOD (ROLNYLONIER.S� 1/4'MA%.PLYWOOD MISTING SOFFIT. STUD 1/SCREW OR 1/ra0%3/4' 0.0.ROLL ROLLERS cry Ss.�/1Ox3•S.S.S.MS.W/1/2.0 x3/4'LONG EQ. W� 1 NYLON BUSIBNOS(TIP.TOP)AND 1'LONG BOLTS By 0.C. h 110 x 3'S.S.&MS.W/ _I 8 ' (T .)BORON),FXCEPf AT ROLLER HOUSING UDS MIT S (TYP 1/4't..3/4'TEl( 0.3T3'LONG NYLON _._ _ .. - ._-.,._ _ MOUNT TO.WOOD ST OUNTING�INSTALLATION - GTOPSECTION 50• G°6* INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG TOP SECTION 0.600' 0.185•N370' O.D.AND LONG I.d AND x0.030' 0.223'LONG BORON UK SEPARATION UTRAFA i INTO WOOD MAX. A.S.D. DESIGN PRESSURE RATING= + 0.2 60.0, —60.0 PSF SECTION 0.320'O.D.AND TD GLASS - 45'Ld. (SEE SCHEDULE STRIPPING OL or®t q= SCALE N.T.S. Ap11„111++rrrryb�A FIDIBDA MIMINO GO[(FRpA t Nan Nib Wbdlr NMrrleam Zero)(1T1'•) ON SHEET 13) SIDE(IYP. I — �`�`Q\' ....... 02UO TTW INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM umWN un".+j9 Mr / ats� IL ECO�N�. ryL��EE�1 //�. �E��EE��p /y�pe /,D/�2a FOL DING SNUM CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION * ; f ���� �aP ,n, w SECTION 8W (TOP) a STATE OF ;m10in r. ;Im°°'t°"-I"+ —;,+e0�'� m+ 20-190 MAX. A.S.D. DESIGN PRESSURE RATING +6YO, —60.0 PSF •��1 W+utEn ti°OjLa.P.c P.isi�' lc�\,` FLORIDA Ue 44187cl, ax n-m hyaa, - 9110E7 tz of 13 MAXIMUM WIND PRESSURE (p.a.f.l CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SGHEDUL F 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) vaWm t''1M0 Il SIAIS SPAM A WX ALIONASUE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE FMWMN FOS= NMTNE AT TOP CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR a CONNECTION ANCHOR CONCRETE CONCRETE BLOCK t+�-> 1�urt Iw�u2E E0110N TYPE SPACING TYPE TYPE (L+) (I-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 PSI 144.0" 144" 180 Ib ft A B C A C E A C F 60.0" 60" 88 Ib ft 9 - 38B LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C A C 35 psf 100.0 100' 146 Ib ft C1 6 473 LB/FT - 418 LB/FT 236 LB/FT 2O2 LB/FT 383 LB/FT 432 LB/Fi 77 9 17 LB FT 388 LB FT - 134 LB FT 144' 144" 210 Wit 12 3B7 LB FT - 334 LB/Fr F 2 LB F27LF347 LB F 60.0 60" 100 Ibk 12 375 LB/Fi _ - 418 LB/FT - 202 LB/Fr C2 9 456 LB/FT - 362 LB/Fr 250 LB FT 190 LB FT 318 LB FT 380LB FT 334 LB/FT 142 LB/FT 100" 167 Ib ft C2 9 417 LB/FT 362 LB/FT40 psf 00.0" " 24 ID ft 6 525LB/FT - 419 LB FT 312 LB FT 285 LB/FT 353 LB FT LB T 6 502 LB/FT 419 LB/FT 190 LB/Fi 60.0` 69.0' 5 I ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257,LB/FT 329 LB/FT 285 LB/FT 6 496 LB/F - 375 LB/FT 236 LBF202L /F29a LB/FT 405 LB/Fr 9 372 LB/FT80.0` 80.0" 154 - 309 LB/FT - 134 LB/FT 46 psi 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 - 1304 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/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0" 125 Ib ft - 682 LB/FT 1 389 LB/FT 364 LB/FT 500 LB/FTj 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89A' Ib/ft 50 psi 100.0 100.0' 208 Ib/k 9 _ 281 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 208 CS FT - 334 LB/FT 122 LB/FT 125 LB/FT214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT 120.0' 120.0' 250 Ib/k / 144" 140' 300 Ib ft - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS fi 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0' 60.0" 13B Ib ft 9 273 LB/FT 5 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 601 LB/FT - 670 LB/FT - 250 LB/FT 81.0" 81.0' 187 Ib ft C6 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0" 100.0" 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 1137- 1134 330 Ib 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' 330 Ib ft C7 3 356 LB Fi 402 LB FT 244 lB/FT - - 152 LB Fi 204 LB/FT C7 4 232 LB/FT' 236 LB/FT. 183 LB/FT 60.0" 60.0" 150 Ib ft / / 3 310 LB/FT 315 LB FT 244 LB/FT fiD.o' Bo.O' 200 Ib/ft 2 - - - - - - �5 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 60 psf 100.0' 100.0" 250 Ib ft 12 491 LB/FT 596 LB/FT 409 l B/Fi - - 265 LB/FT 168 LB/FT - - 115.0" 115.0" 288 Ib ft CB B 736 LB/FT 594 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/Fi 614 LB/FT - - 131" 9.0 160 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/Fr - - 530 LB/FT 336 IB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - 59.0' 59.0' 160 Ib ft 65 psF 92.0" 92.0" 100.0" 100.0 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126' 123' Btl 60.0" 60.0' - 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0- 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE --- - -59-.0--59-.0"--187-1h ft- ZONE-1,2,3 -ZONE-4- A -1/4'0 TAPCON-W/-ADVANCED- 3.50' 2.50 O N/A 4:00" 4.00' N/A N/A 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117' 114' 387 Ib ft 5'-10" 2 1/2' 1' 2 5/8' 80 PSI 113" 111" 400 Ib AS LESS ft B 1/4' 0 x 3/4' SOLID SET 3.50' 3.50' N/A N/A 3.00" 3.00' N/A N/A 90 psf 107" 104" 424 Ib ft >5'-10" 100 psf 101" 99" 447 Ib ft TO 8'-3" 2 5/8"} 1' 2 3/4'+ C 1/4' 0 CRETE-FLEX 3.00" 3.00" O N/A 3.00" 3.00" N/A N/A 110 psf 94' 90` 468 Ib/ft 120 psf 87" 82" 484 Ib ft >8,-3" E 1/4" 0 fTW-BUILDEX 430-psf--80--76--483-lb k-= - -- - 3-1./2 1 -3-5/8' _._ -TEK�CREWS- _ NIA N/A _N/A_ 1.00" .N/A N/A _N/A 2.00'.. ... 140 psf 74" 70" 484 Ib ft TO 12'-0" F #14 NOS WOOD SCREWS OR N/A N/A R N/A N/A N/A 2.00" N/A 150 psf 6s" - 483 Ib ft 1'4" NOS LAG SCREWS 160 PST 1 65" 1 62' 1 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. hmcmt ♦ EXCEPT THAT 3 5/8" SHALL BE USED 11T1N1121IffiiJ FLMM 1111LDM0 CODE(Mph t Non High Vafaalhr Hurrhme Zone) L+:MNDMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3. ;�\\�'��••••••••./'?�,/�� 00 mD1NC' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OMAMN B'' GIVEN POSITIVE A.S.D DESIGN PRESSURE -TING.R 4, 4A & 7A. ��`Q' ENS "p L MA)L ALLOWABLE PRODUCT SPAN FOR A �1':••\�G F•••, GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 7/10/2020 RATING. FOLDING SHIHM CORP. D.aa1s7 1L ECO�x1:. DATE TVCACTESTINO a ENOR1EEmma GouFjW 1e02 aAx11N Lunn Taw JP.KLVO '� / * iw Na.xwi.d t.m WAta1 acme.n a1® MOT PAIR efACN,rt 33NOJ 20-180 MAL MA)ONUM ALLOWABLE PRODUCT SPAN C / SPAN TO THE MINIMUM A DETERMINED MED PRODUCT ��"��2�NtemOaol.m�m 1-Im1 �TWlnpyuRM,„mi D 0-1 0 SPAN BETWEEN'L+'AND'L-•. y-o'•, STATE OF �-ppnt0N. WAM A.To1JT Jr.P.L ov�w m to ter rt P.E / �; FIMIDA U.!44167 aM nys >I SHEET 13 OF 13 22 iir•.