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Florida Building Code Online Page 1 of 2 Business ® ' - � ._ . pa ion o1da Departments BCIS Home I Log In E User Registration Hot Topics Submit Surcharge ? Stats&Fads Publications FBC Stall l BCIS Site Map Links t Search 3usines Professi I � Product Approval D USER:Public User Regulation IWIMITOMMOSS Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL17080-R1M11 4• /.7fi •_ Application Type Revision Code Version 2014 Application Status Approved SEP 0 8 14,016 Comments PERMITTING Archived ❑ St. Lucie County, FL 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 m Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND,15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard YYe a TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_4tl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf 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 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.1)df Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However 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: securi Aurnucs https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 GENERAL NOTES 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COLLPLWNCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4.0 TAPCON W/ADVANCED 7HRFAOFORM TECHNOLOGY,OR 154'aCRETE-FLIX.AS YAMIFACTURED BY RW/BUdDDI, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(FNFOa' AND OUT OF THEM MMM. 1/4' &ELCO CONSTRUCTION PRODUCTS.RESPECTIVELY.OR/ 14 Nps WOOD SCREWS OR 1/4.0 NDS LAG SCREWS. RESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IBM(RM&1609(*ion OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REOIRRED BY THE JURISDICTION WHERE 111IS PRODUCT TO BE INSTALLED FOR A.DIRECTIONALRY FACTOR - NOTES, USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 1J. IN ORDER TO VERIFY THE ABOVE C0ICIIIONL 11L19110E DOW x901 LOADS DETERMINED PER ASCE 7-10.SHALL BE FIRM C.1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4-0 CRETE-FLEX OR#14 Nps WOOD SCREWS OR REDUCED 70 AS.D.DESIGN TEND LWM BY MULTIPLYING THEM BY 0.6 IN ORDER 70(OLIVE THESE W/MAK(A.S.D.) 1/4'0 Nos LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR 01 THRU 04 AND CO THRU CS OEMPITESAl1E RA1IN0S NdGTED dl SHEET 13. COHNECTON TYPE AND Y FOR C5. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRO 12.NO THREADED PENETRATION INTO WALL FINISH SHAD.BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HQI USED IN THBR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C.2)MINIMUM EDGE DISTANCE OF.1/4.0 TAPCON OR 1/4'0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR 1/4.0 NOS 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&1809.1.2 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 sORH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHAW.BE As INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1616& 1604 OF THE (0) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MN.)MATERIAL. FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SMALL BE/ 10 x 3, 410-M MINIMUM SERIES W/173.8 Lal YIELD -1/4.0 17W BUILOEX TEX SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 197.4 k9l TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 6000 SERIES FLUOROPOLYMER COATING,AS N4ff� MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OF TIED BUILDEX TEX SCREW 1', FOR 6063-76 ALLOY AT SLATS SHALL BE FU-25.9 ksL 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kd YIELD STR04M AND 90 kst TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL NW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER 2411.3.3.4.AL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL.. A. R SHALL 9E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. WOOD FRMIE'BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUKE WITH WARNING NOTE DURING PERIODS OF HURRICANE 6.ANCHORS M 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: tp,PRODUCT MANUFACTURER'S(ABEL SHALL 8E LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4.0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MAMEFXFURED BY I.T.W. BUIIDEX,INC.TO MIN.f'c--3192 psi. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PIACM FOR EVERT OPENING. - 1/4'0 x 3/4-SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Fe-3000 pal. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 1/4'0 CRETE-RLE.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Fc�i3350 W. It FOLDING IMPACT PROTECTIVE SYSIMS INSTALLATION SHALL COMPLY WITH SPECS NDICA-fm IN RHIs DRAWING PWS ANY . BUILDING AND ZONING REGU(ATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1)MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4'a CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 5 GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE T1E.SRE CONDITIONS DEVIATE FROM THE P.E.D. AL2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY[:IABEDOED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SL'IECTION,PURCHASE AND INSTALLATION INCLUDING 11FE SAFETY OF THIS NO-SOLID EST INTO STUCCO SHAT BE PERMITTED. DE 0 7/ )I SCREWS USED SHALL.BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LANG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION sAFETY AT SITE IS THE CONIOACTOR'S RESPONSIBRTIY. AL3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MA14 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 AL1 &A2 ABOVE BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO E705TING CONCRETE BLOCK WW1:ASTM X-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREMFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BULDIX,INC. (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE P(ROFE.SIONA.ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS. PREPARED IT. - 1/4.0 CRETE-Rj X•AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES: , THIS DRAWINO SHALL ONLY BE USED TO OBTAIN &1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE D67ANCE(CO.)SHALL DE AS PER SHEET 13. V�dV0%IR A`I T/YAAAA�hh FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone 8.2)3/4-SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT.NO �� EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SMALL BE 1 1/2'LONG `: v 4i• ®20151LIEW INCA WARM BY: MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WT14 NO STUCCO. .;'/ILS\CENs�.•._� y TITAN If FOLDING IMPACT PROTECTIVE SYSTEM AA.nC BJ)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANES LBE FOUND ON THE EXISTING WALL, = /+ �yM n 1Lt7•rp at/to/Is ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE lT;* - Ev O INC. rults SHIM CaP' UIE SHALL BE AS INDICATED ON NOTES 8.1 &B2 ABODE. L3 K :*zz TLLR Turwo&ENGINEERING GOYP4M' T PLACE ®Nt]itl.S.9a a4 Mar aVmis M.st,m VlWr PAW FML R 33413 15-014 '9'•, Q Naa,Gam,-,an.ra,(saOer,-mI PM.IOM-443-OM DRAWN �j0� •.;2 AIDP ••a/��r; EA-•0006719.com �wJeld9�ullwama WGRING Ne WALiF31 A TILIf Jr.PC �^- 01a• m"r y��/AYYA , tE noI6GA Ile./44167 I iv Gm arMr a SM 1 Or 13 k ' zPII amr• a9®• 2 z5m• �v7 yIl s y om, r ns $, QP hw L v q Rder-4 Ger S ® SLAT WBWDOW Q L-END ©FLAT ® EXTERIOR(TO BE USED ITJ A1L 1NSTALlA7)ONS, 6063-T6 AILOY 6063-75 ALL 6063-TS ALLOYMAY 11VCLUDE PERFORA7fONS AS PER (70 BE USED ONLY FOR INSTALLATIONS ® 606J-T6 ALLOY DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE ME4SVRED AT 80T70M OF OPENING 6 ALLOY SEE COMPONEMS 20,27 &22 ON SHEET 3.) aa91• d)I• .nr zru' z66e• r9eJ' z)/6' dAT' 4.017• ztlY Q.r10 �• Id9Y @ .WI .r70' dOD• �g •g 119• b.120• _ n6� e 6 '067• I ,1 +d • 7 L-F1 .0•d g _.061• � .067' N N 1pIlex .009' _ LOQ/• .067' b M.) �� .OQY 2.m. 2.SII• 115• 26)Y © WALL HEADER © 2A MAX B.O. ® CEll.7lvG ® 607&xSILL TRAC ® O M TRACK MAP 6063-Ta ALLOY SILL�IEAD TRACK 60 or 6 AuoY 6063-T6 ALLOY a 2676 t2 •ate• COMPONENT a b t1 t2 arse' • •� 2' S'MAR, 0.125- 0.125" 2" 4"MAR. 0.25' 0.25• des• . a 1© 1' 2'MAX. 0.062" 0.062' ©1 ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ALUMINUM ANGLES ® RAUX O 6063-73 ALLLOYY 6063-T6 ALLOY 3-115 ALLOY - 6063-716 ALLOY 'vCOMPONENTS �Q. d $ �� ` FLOPoDA BUILDING CODE(Nigh 8:Non High Velocity Hurricane Zane) `� 1/,94 02015 TL1ESa We. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM e" © V810-16 ACETAL LQ66- _ IL E C O,r,. FOLDMG SHUTTER CORP. mY1TE ® LOCKIlVG TUBES _ 71w7,6nNO a ENCINEEma COMPANY70"HavrWIT P= an THUMBSCREWS T CENTERPIECE ® CORNER POST =�"��� �F r u�/? ®° ''°'�"�^'r�"�" �"°° wmr 63413 15-014 6063-T6 ALLOY 6063-76 ALLOY A Q. �: 03-0009710 / WALTER A lIlllr Jr,PX an.r 28 1 2"LONG- '4�j� , FIaRIOA 13a 114197 1 9EEr 2 OF 17 �\ 7 ' r!!lll111111111T\ (J)ROWS OF i Q i maG i J/C 0 HOLES m[urm' ( SPACED Oa0 — —~ Z-CLIP FACH SIDE TABLE 1: SOURCES FOR d O0O ; A'REMONS. Z ' r s " OF WIN"(SEE MIX`1) stATs 000 ; s ' dO r t1FKAL FVD1fRnEx SrANDM stmA AowAArnE CKLE i 00 O I ) ; mex/samma PLASM H ; OENCRIA OO IL.GNiKAOLdY JI L"fOJ RESN SPECIPC GRAVITY AStM D792 OAU Ib/r. 0.043 Ib/A( ' 0000 '' — — = Wr ' 0 Waamm. TOME WELD MEN61H ASM 0638 9,400 P.J. 0.000 W. FtEXORAl ST M=N AT YIELD ASM 0790 12,5ED PSL 13.400 PSL FT.ONRAL NODULUS ASTM 8190 310,000 va SAIAP.-IN END P.e.L 345.000 Rai. <a i i x' OiOTIC1M NOTCHED IZOD ASM 0250 18 Fr-IbA. 17 FT-Ib An' Z i ' ,aJ' I i eo - (SEE TABLE ) SMOKE pER51TY A57N 02E13 47.2% 84.0 X MAX y _ .4 RASE OF am= ASM 0635 C-t CLASS C-1 CLASS SELF MIYON ASM 01929 1040'F 980 F SLAT WGVAOW �ri i SLAT WINDOW A.06o'MCK A51N Of55 U POLYCARRONAIE HE%TNG TENSLE SIMCM MM WFA7MMO ASTM 638 9302 Pa]. 8840 p.at WINDOW(SEE TABLE 1) 2 ' i XQ17E:5 TENSILE MESS 8"E WEA/NEIM ASIM 838 81@1 W. 8580 PL N SPACED AM11L _ N ; A OFtW 2244*AAFARTY DWRN 12E IN 'uN SLAT i .NAS OF SLAT TOP&somm. sur MUST�EVEa�E ASTAUEA AUu4cENT TABLE 2: SOURCES fOR O i ar 10 E5 4 dR NOR AT CORNERS OF PRODUCT. 71F4C.M AAOl ERlrES u1m n%X.COMPAMI' STANVARD i 000 i �=_'=� a �—���,F1C121„Tl aE:mEACE EtArnr N�13taT i (� t+.as*`p rt1i4.W Ono P10SICAi.: SITS I OOO i 5YAT5 I I 20 SPECWIC 6RAVRY AM 0792 0.042 lb/M' ' KNOCK OOO ' KN ' i WENYNG h ) ' WINDOW 000 �) , = t m 3 I STRSIIGTH ASTM DSM 11.500 Pa,L 000 i YJ/�'�M NOTES i WS OF . ! ` ° 1, ntwv` ac �IM MDULUM STRENGTH A7 YIELD AS0790 450,000 psL °'mwTTepjjo,i i 1N;AP >t�Lar�unUlEe i AI+' NOICFOD IZOD JlSf11 0258 0.8 FT-Ib/In TOSATeCRSM 1 ®ass I A/Rf'C770N5. mGe °� naso• COEFFICIENT MANSION ASTM 0698 5.5 x 101-A-F 21 n— (,y� GrfL� TAS L�rtf s+rt�n FLAMNABBSY IR,fµ V-2 1 O 4�''�/} ACAS —l1F +�+*1J C Lir MELflNO TF1lPFRATVR£ ASM.18 SOO'F Br USED AS AN OPTKMI FOR ALL#4TALUTIDNS 'ffA7—' W=-OW t—'I--ATION UNDER LAME'MME MAY ACWDE PERFOAd1NONS __ AS PER A -MAX(a)2) � P A SLAT WINDOW DETAILS WINDOW MAY$E IN ONE SLAT SPACED Wb 24'ARART(UAX EVERY 10 SUM o VIEW NG WINDOW & 2 CLIPS TYPIC L ALTERNATE PERFORATED (SMALL MISSILE IMPAC ) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT, FLORIDA BUILDING CODE(High&Non High Velocity Hurricone Zme) `+`+��t` ,•"""•• J7 A4' 0201s rILMOO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Ami 11L1EC4 fOtDING SitftlER CORP. Dan15 .a, TLLLR TEST,0&ENGRIEERINO COMPANY 7089 11MM.RACE M KR m R.54 306.ttIGIAI aMQ!?4 ss,es VW PA11 84JICIt.R 33H3 * q6 OF `"°"''t 't0�sl�e0ael mn 1 1a"t1 xw 16oD 643 6s71 15-014 .•'O'', ;' FH-0008719 fad iftdt amm 0PAWNG N. i WALIM A Im.P.E. rx r auos.nr 0,x� ux r mann .m FLORIDA Ue.i 44167 J 13 a A v 2 OYO W/ O ,i s , OR 19 4 D 5 8 (2) Z USE (2) AT 30' 1 cj ♦ O O O.C. FOR NS ♦ NOTES ON®S LOCKING TUBES®AT Q4 d05. PA "' 2 w UP TO 99" 0 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C.FOR SPANS UP TO 99". USE THREE (3) FOR LARGER w USE(3)®AT 30.O.C. SPANS SPACE[1 AT 30" O.C.AT MIOSPAN. COMPDHENT MAY BE FOR SPANS LARGER INSTALLED INTERIOR OR'EKTERIOR SCREWED TO TAPPED HTERPRECES THAN 99'UP TO 144' QOR50. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 7d' 2. (2) LOCKING TUBES ALWAYS BE USED TOP &BOLTON AT u py PRODUCTS CENTERPIECES�OR 5 AT ALL INSTALLATIONS.LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 i I SEE LIMITATIONS FOR®ON SHEET 2 L." END CONNECTION DETAILS ON SHEET 9 7NC FULL FOR 6 , O, O+ 13 , (2)+ 1 6 ,®+ 1� , CONCRETE. CONCRETE BLOCK OcK O OR WOOD INSTALLATIONS. UNLIMITED WIDIH ' TYPICAL ELEVATION ar N. T S. .Ir NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SHEETSEE SECTIONS 1W& 2W ON 10. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. ` ' SEE SECTIONS 7AW, 78W. BW k 14W ON SHEET 12. FLORIDA BURRING CODE(High k Nen High Velocity Hurricane Zone) :gam; \G F ®2D1s mTTm Dom. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM i 167 FOLDING SNUFFER CORP. D3MlE'S • � .•� TDLT TESTING h ENOINEERINO COMPANY 7M ' PUCE �y` NIr.am n u.3oe.u sa.a.mvg n]lI![ MST PAw BE�11.R 3x13 15-014 M$ \yT na..c +1h tab r:cwlnl-tan Pk 1ea-er3-e3n ..... .. \ e--m-omOoelsan r�efddbpY.awamn DRAMNO Me WILTEN A TDLf Jr.PX �..r mr a stab rt ���••� naRIDA ua 1 u167 1r mna. SNFfT 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALT.REWIRED. OPTIONAL RAIN HOOD POURED CONCRETE EXISTING NON STRIICRIRLL WALL OPIIONAL RAIN HOOD REWIRED. TRIM(DECORATNE HEAD) (5 ET 13) R LLLEERTHODUSING (NON-STRUCTURAU (NON-5RNCfURMJ 1.000 2500'MM. • � MVI.-M ED. • % j i� j q OO OOMa7N C2 RAIN (SEE SHEET 1.1) ( N-sI RucruRAL) O. A� 1 I 1 Ul 010.373'LONG SAILS. W/ W /16'ALUM.POP RfMETS, I 13 -- 3/18'ALUM. _ 1 BUSHOiG W/A d16o- CONT. POP RIVETS, •a ®16.O.C. I (2•:4•WAX) --- LOW TOP SEC 101V 0300• 0.1119310.270• O 18O.C. / 1/F A RW BUIIm O.O.AND 0245.1.d.AND w0.030• TAPCON W/AwuIOm 1 0.223'LONG BOTrou ULTRAFAS LLIR�AOFDf61 TEwN6TntY SECTION 0320.OD.APD WEATHER POURED CONCRETE 1 MIK T10N OR 1/4'4 ELCO 0215•itl. STRIPPING EA 70 GLASS OR CONCRETE BLOCK Q' CgETRUCIION PIIOOIICIS SIDE CM') I Or = WALL REMITRED. (SEE SCHEDULE f or �5 �,{L� W/1 3/1• SCREW oR 1/4e-2011' 3/,6•NLIA. 1 ON SHEET 13) 8 I S.S.NS WfTH NUT& POP WVETS, ®f ®T e(x MIR.EMsm EM O 6.O.C. 1 WASHER O 4'O.C. O 16.O.C. I or V I i i 1 ' POCRETE R CONCRETE 1 m 1 OCK MM.SEPARATION v WALL���� 1 or CHED or ON SHEET ro GEE SHED 3) ®i W T I }� •b NM.SEPARATION s ro cxAss POURED J �( Ti�CRET1� ON SHEET REQUIRED- or W I 1/ TEK SCREW OR 11�20'N1• ®T (SEE SHEET T3) B I SS US WITH NUT h . z WASHER O 4•.O.C. X10,3'S.S S.Y.S.W/1/2'0 1/4•a t>w BUEDDc rAPCON w ADA�NCED x ' W LONG NADN BUSHIRGS; DOSADFCRM I b CM SmHm►T 13 (typ.�•AHD 3/4 WALL FACE MOUNTING INSTALLATION coHSD6,cno;`ET I°°rs I 13 (SEE sxEEr 13) LEER HOUSING IX(1MP.) AT CRETE-RIX W/1 3/4• SECTION 2 MN.E//1DED14EM O 6'D.G. I (2•N4•MAX) WALL FACE MOUNTING INSTALLATION ff�NaaT SECTION 1 ,n• SPACING SPAmW GROUPED BLOCK REWIRED 1.000 2.500 MIN. (IAN.f P2.lc if GROUT)ORE WALL MIN. E.D. NON STRUCTURAL . j. WALL 7104(OETbPoA1NE SILL) 0 ANCHQi SPAOND STAGGERED, ANCHOR CNG DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 MIUC. INSTALLATIONS DETAILS INTO CONCRETE Iµ1 Lq�{ry' A.S.D.DESIGN PRESSURE RATING - +65.0, -90.0 PSF & CONCRETE BLOCK ,•��" iFA`ir!(//�AA�Ai FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) SCALE:N.T.S. P:•''CEN `�9�'i ®2ms TV=INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RA""B^ A.6,/llt. NOTE FOR COMBINATION OF SECTIONS: ED. = EDGE DISTANCE u�RT[p 03/10/15 AT MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _ FOLDING SHUTTER CORP. DATE IL EC O ENC. IN ANY WAY TO SUR ANY INSTALLATION. _ ',a _ nun tESTIND ee ENGMEF7i1NO COMPANY �pP M WICK RHEMSTREET�JJ113 / em �.AEA TA.a.See.vava eNeoN,n e.1,ee 15-014 Z•O'• S F ,.,(mm,-,an.rm,(eoem,-+sn PI6 19011-m-8311 4r maF.UlbecMOal mm w.cmQegal,use,sca6 HUWING Na f SEE LIMITATIONS FOR®ON SHEET 2 � �,'� P•• wM.TE®A.7RLiIT J,PX �� '"� •4'� "®"' fLOf50A U./44167 i ERECT S OE 13 Hllillltl - _. .. 1/4.0 x 3/4'TOES SCREW OR 1/4•x 3/4' Bd]5 W/N h5 a WASiDE a 8'O C 0.060'THIfJc SS POURED CONCRETE OR ROLLER HOUSING MN.SEPARATION I NIR SEPARATION CONCRETE E j I TD CLASS REQUIREDOPTIONAL R/01 HOOD � LE (�T� (SEE SHSCHEET U13) or °N �,;,/. ON SKEET 13) / Ora ON SI1FEf 1J) C�AO♦Fb1'DEAtr� /10x3'SS S W/We 1 ®t �wt T xs/4•LONG M7DN BUSHw(S 1LLTERNATE 3/16'ALUM. POP RIVET 3016.OP_ PDP RIVETS 0 5.O.C. POP AR. O 6.OD. BOTTOM), (CEPT AT ROLLER AT REARI AT REM. HOLISM(1YP.} Z_ W (2)NYLON 9 �xx 1 "5? 0.655•.) I H ^3 Eo.EO 9 n I n ' 3/16•ALUM.POP IT.Sm I it 3 3/18•ALUM.PDP RIVETS •' O 10-O.0.NaT11 9Dm O 10'D.C.BOTF1 906 TiDNAIE 3/16-ALUM.POP OO LEE;a, B RUM O 15'O.C. Q• /10xr555.115 W/ 0.373-LONG NYLON 0.163k MIN.J/4•PLNVOOD MIN. /� PLYp'OOD BUSHING W/A 0.150• I NTN.SEPARATION 0.27014.=• $ 71,�2*/2•MM.LONG TOP SECTION os. C ASSULTRWA13 REQUIRED O.D.AND 0.245•Ld.AND WEATHER 1/4.0 TAPCCWS ORg0.223'LbNoBOR011 (SEE SCHEDULE S.���EA1 or 9r CRETE-FLEX f TNW1 BOLT W/ sEcnaN 0320.O.DAND ON SIiEEf 13) SDE(TYP.) t8 ANCHORS 6'O.C. R a NUT O 10'O.G0.245'Ld. x SIDE, 1/4'THRU BOLT W/ 8 . OltWASHER a NUT O 5.D.C. OPOURED CONCRETE CRORS 6'0.C. CONCRETE BLOCK WALL Of REQUIRED 2 z4'OR 15CSSA/B' POUTzm CONCRETE OR CONT. ALIf]TINTE 3/1e'ALUM. ®T 6063-Te CONT.ALUM. CONfxiETE BLOCK WALL ALR.AN OR BEM PLATE ANGLE R=RED POP RNETS O 5.D.C. AT�R' STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 •d ,�i// :� MA%.A.S.D.DESIGN PRESSURE RATING- +66.0. -66.0 PSF MAX.A.S.D.DESIGN PRESSURE RATING- +66.0, X66.0 PSF W z S� 9 •3 Y R Too ALU IP SIDES WETS O I ATO CAM SEPARATION . >E j (SEE SCHEDULE HEET 13) qWD� / S I I or 9WN '^. I ALTERNATE LEG a ANCHOR ®t y 0. 0. ORENTATIO N CONNEDII011 C3 ALTERNATE LEC (SEE SHEET 13) a ANCHOR 6 ORIENTATION 1/41 x 3/4'TE16 SCREW W/ •3 I POURED CONCRETE OR 6/6•WASt OR 1/4'x 3/4' CONCRETE BLOCK WALL BOLTS W/NlTiS a 5/6•WASHER O W + _ ./ RECLARED 4.O.C. ®)1F�41°' 8' BUILD-OUT FACE MOUNTING INSTALLATION CONNECTION a SECTION 4 (SM SHEET 13) ui fTE. E0. 1/4'0 x 3/4 TEKS SCREW OR 1/4 POURED CONCRETE OR a S/6-•x 3/4'BOLTS W/NUTS WASHER O 6,O.C. CONICRETE INSTALLATIONS DETAILS INTO CONCRETE �"EQWU & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. VI) , 0 BO O FLORIDA BUILDING CODE(High k Non Hfgh Velocity Hurricane Zone) •,.••'•••••., d�� ®2015 RLTECO MC TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D BY: NOTE FOR COMBINATION OF SECTIONS: * �CENS ''•.'9 : AO.ALL E.D. = EDGE DISTANCE �. F 1-MOUNTMG St'CTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 1� �— = �� S1111TTiD `` DJ/1o/15 IN ANY WAY TO SUR ANY INSTALLATION. �i - I L ECO INC. f1Y�T PLACE D'BE *•�•�� •* RLLR TESTING a ENGMF33UNO COMPANY WF�PAWP BE A..• $' a1s1 xa alu.N.rti xa vraxn,eAeOls n.alxF 64J-6] 15-014 T SEE LIMITATIONS FOR®ON SHEET 2 I�S = P`�•'�m04�! o qc m TAT ..�i.E1 nhgw ft mm� ORAIM Ke .WALTER®A.TlUJr IJ,.P.E. miwn eor 6E4 FLORIN L11_/44167 ona+ az scn 6 C 13 411IIIIIIINLq\. - •YIN.ED. POURED• CONCRETE RLTIURm SEE SHEEP IJ) OAtmTHICK S.S ZIR ROTIER HOUSING OPTIONAL RAN HOOD (NON-sfRUCNR/L) (z)NYI ON to u•S's, s &Ls W/1/2.6 NGS ROLLERS 0.&45-0 CM.) x3/4'LONG NYLON BUST ow SBO T01Q)DICE9T AT ROLLER I 8 HDU9NG(TYP) . 010 3-S.S.SYS W/ CZ73•LONO?"MAN 16•ALUM. BL"e,W/A O.t50• POP RIVETS. I LONG TOP SECRON O.5DO' 9 10.O.C. O.D.AND 0246'I.d.AND CONT.0.165.0.170'x0.030' 0223'LONG BOTTOM UL7TAFAB WEATHER _ SECTION 0.310.O.D.AND STRIPPRJG EA. mE s (TP.) 02�;d. i or i or a ®1 �� TO�ON i ® � 1 (SFE SCHEDULE UN. ARAnON �, ON SHEEP 13) T__ TO GLASS I (SEE SCHEDULE - / or MIN.SEPARATION ON SHEET 13) ®1 1/4.4 x 1'TEK SCREW OR - - TO GLASS °,he I1/M-20ASH R 4 WRH (SEE SCHEDULE OPODNAL RAM GLIARO Nllf h WASTER O 4'D.C. ON SHEET TJ) ®Tr' (NOR-STRUCTURAL) 7 �l ALTERNATE 3/16•ALUM. I OPTIONAL RAM CUAAD POP RNETS O 5.O.C. AT REAR I n I 8 .,1 9 v o POP R ATE 3/16'ALULL m ALTERNATE LEO a POP I6VEfs O 5 n 9 LOCATION WITH 8 •i AT REAR. SL �j 3/16'ALUTA.POP RUM ANCHOR d 0014WOM C7 n' , 9 O f0'O.C.BOTH sIUES - (SEE SHEET 13) /15'ALUM.POP RNETS O 10.O.C.BOM SIDES EDGE O. SLAB FF EDGE OF APPLICABLE AAPPLICABLE . POURm C0NCIETE OONEC110N OB RELUIRED ($¢'TTEf 13) POURED CC) FETE POURED OCNCRETE / REWIND. - •MM.ED. REWIRED COIoEcIQI . •MN.ED. 'WN.E0. (SEE SKEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCN.E N.T.S. FLORIDA BUDDING CODE(Nigh k Non High Velocity Nunioane Zone) `�����,.•••""'••. 02015TETECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0R%"N NOTE FDR GOMBI TION OF SECTIONS: * E.D. •• EDGE DISTANCE \,\CENSE•'';P ��% 1- MOUNTING SECTIONS CAN BE COMBNED (SEE SPECIFICATIONS ON SHEET 13) 03/10/15 IN ANY WAY TO SUR ANY INSTALLATION. I L E C O lMc. FOLDING SHMER CORP.7M HEIZIREET PLACE GATE !�- rUn TESTING h ENGNEERMO COMPANY WEST PALM WXN.R 17413 1�ma1a Plc IBM-643-6371 15-014 t SFE LIMITA710Ns FOR®ON SHEET 2 A9 CUT •��` -mec lntecoeaa.wm ...Jd�61NiAle.mm mAWIND He ' 44107' ®-ODOG719 me an r WALTER A TEUT 44 07 FlARmA UG 044167 M4•� SHEEP 7 OF 17 • 1 iEItIH1111111„`1, POLO=coNO L,E an GROM mSM a"� RAMN ne ver 9G 9TDLE ULMK IMeOmLRE1 (2)ROWS OF 1/4y TAPOM X X ANDOWS V"p 1SEE SONDxA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) `J/`' �" --- -- - ----- -- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS 3 naLoxan0NML7. 0 J 0 --0 0 o MAXIMUM SPAN LENGTH EA END PER END OF TUBE tLeE LSR so®uE -- - --- ---- '- TUBE PRODUCT B0�'T°"LLm 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM TEx oaaW t/Y TM, TUBE TUBE TUBE _ o e•on Y,i'a JYJ'a .4•o-JLr 80' 106.0' 1J 8 12',1/tY IRIBIX Yf/4,U31G9+ -TS ALLOLwMNmE 2"x4"zt/8' 96' $5.0' 17 10 AMOM q 144" 1 69.0' 13 8 -LrNGM(1YP. 4 a J1J•> 80117.0' 17 10 2'x4"x1 4' 96" 110.0' 21 12 ow-T. AMtE a p r s+ / (�E SG�tL1A pttl a.7eE ') 144" 91.0' 21 12 rSPAN tm 80' 109.0' 17 10 TYPICAL ELEVATION (T11BE AT MSPAN TUBE YOUNLING INSTALLATION �xcis 2'x5-x1/B` 96' 100.0' 21 12 SECTION x 144" 81.0' 17 10 .."^xrs SPM IUAE a t/2 let g0' 124.0' 21 12 rvExixorron th'^p• 2"x6"x1/8" 96' 114.0' 21 1 12 a a 144" 93.0' 21 12 t Si4 a 313'a a I5 Ya'a Yu'a p *VALID ALSO FOR MIONGG14T TUBE MSTALIATION ONLY WHEN THE SUMATION OF THE ��N IetcfN pt FF,•� ,t/ay IDw7N SHUTTERS HEIGHT ABOVE&BELOW DOES NOT IXCFED THE MAX.PRODEICT SPAN (�sritmL A m AtO1L A+xJE SHOWN ON TABLE 1. YYTABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHI) 1/4'0,J/31r roc swLx o 0 0 0 QMAXIMUM BE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS ' o e'o0. - SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE lwl� a JS.Y a s -PER:uxrneE - - --- -- -- -- - J,21+/44 LENGTH 61191-m ALLOT60' 76.0" 13 12 La)t/4 x 3µ'nxs-St3971' 1NL SPACM SM IME M SOMMUE Z'%4k1/B' 96' 6.0.0' 17 15 mar Nxx R Y.c LoraantaeutY. NLtl1an5 DIPJ 144" 48.0' 13 12 OR (SPE SCIEt1LE) anOK uAu°�t� IA O"ipj scum SMEiq TTPICAL_ E�OBE_&T 80117110m) 80' 87.0" 21 18 SPAN TUBE MgO�U�NLpIN�GqINSTALLATION 2'x4'x1/4' 96' 79.0' 21 18 (e)t/4•,JN'les svEr Sm 16� 144" 65.0' 21 18 A7 as LomammIWLLY. L4eL m S3'apel..jlJA�LWY'/AME •+ �. t/r nP 80" 77.0' 17 15 MRM 1wot� (�E 1 a 2`x5"x1/8' 96" 70.0` 21 18 TApmapto.)(s[E sclLEouL) a p t 144' 57.0' 17 15 ' 80' 88.0` 21 18 OtN a 2"x6'x1/8' 96" 81.0' 21 18 Z Z 144" 66.0' 21 1 18 0 0 0 0 INSTALLATIONS_DETAILS W/ SPAN TUBE INTO POURED CONCRETE /+y•J/`'TMx OR GROUTED CONCRETE BLOCK WALL 9000'1uw. o e`on ■ � � SPM AM PER MMULt O O 0--------------0 O O SCALED N.T.S. soes m Alm 0 0 0 0 0 0 SM 11�PM�'� MAX.A.S.D.DESIGN PRESSURE RATING-1720 13F Y4 a 3YP a a3 ' 41/4' ]1¢41/4 a+RLeoe:-m FLORIDA BUILDING CODE(High&Non High Velocity Hurtleane Zone) ANDLE a hm sO P GEN 9 ®+015 rLYWO 04C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Lxrt+r+rt en ik Pat M p' _ = 1 L ECO 1 wc. FOLDING SHUTTER CORP. Gs/1+o f5 fAOnl RC1m SW a 3'd o-Ma'.1/4 • ' 71LLrr TESTINO&ENGINEERING COMPANY yT pMyy BP�nt R.Ju13 Mal sew. LOOM W83-TO AM ANIX TYPICAL ELEVATION QBE AT MIOHFJONII 9' ty: e�Nra.' '(3�m31 °`-tsto.91Pe".•,fa Amort-mtist" Plt 1900-e43-637f 15-014 AT Y 0.a I UDPlLL1.K (Om '9'. ` �•f,V IF.LlfamOael.eere -.fdAL-4eNu b- OPAWND Ne SPAN TUBE MOUNLINO INSTALLATION '. DR ID a. �` EB-0701106119 ®,, a ■ SECTION Z t SFE WRanoNs FOR®ON SHEET z jROOMDA TER Lic/444107 ,+nv" 91EET a oP f3 ,.rs M ' 1/4'�k 1 J/.• YRI.EO• TAPf:ONS/CRE7F-ilD( (SEE 9EET �EYISIMG OIiISS ANt21OE5 o te•o.c ,3) y�smvCnTRE Comm (BEE SiRET 13) E1LLiTTNO n. WN'CM.) STRuamm ` Sfr4=RE t 3/eY TNRENED HOLD �� * 1/Y.,.1 3/4' / J/ie•POP RMM R o cEfOEnPELE FaR�J r/ic°Ns/o�TE-n.Ex t \ 1/4to, . /v MG o (ted 1 1 1 / vastoas a,a•OA 3 or tt f art t(1 t or t or TExs o le•o.c WALL EAC E t 900 END CONDITION 900 90. 31 .v 4 SHAWN ,/s•o.a�/a-1Exs e ,a• OR5 �J E ERIOR ,1 (2)(s e 30•O.C.a Y.11). ILD;1—.J S7µk(3) 0 0 216" 30• O.C.O YD31S1eTFDR UP �� t HORIZONTAL SECTION 20 °ro144" � � f \ .NORRONPL SECTM •, SCER19 OR eE DM") TESEOA) R1TE790R OR EXIENOt) OR DUMO) RaveoR OR ExlveoR) /16 POP 411115 Sim-Ta CdO. 0R,/.,s/•• �k--y—AT usr SLAT!R mAVPm rarAUAtlats OR 5 BDB3-Te wrn TD+eEE 4 OR 5 TE10:O,B'mc. A TAPC°N CREfE-FIEx R1OTCCS 0,e•TE.c Ta $HO �_ SHO t SEE L4MTA71MiS FOR®'0!1 STIEkT a EwsTa+c sn9tcn� AN°oaSB1M01es,tai uE COMM S7RUCNRE COM.BUILD—OUT. Nuor�END ONDITION 4, O1 1/4't 3/a-iIX5 Ot E705RN3 mRfCNRE 1/4'.J/L BOLT)W/ END LOCK ANGLE NTRS O12•0�e END LOCK ANGLE �E/�� HORU M&EECnw HMO TAL SUM= NOTE 1 2•.2•.1(e'60eUo ,4-.3/4'nx 00M.AWNWY 9ENf ANCIE SOREwJ AAO®ro ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CDRUOECE a e'0.c INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 0 A e 3D oc o SOLID THERMOPLASTIC TIP MUST BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE. ,0R u ro 99' SPAN ,(J)A O 30' 0.357'xO.357'AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oc a uasP ro/�,R��a ro 144 SPFN(IIIUYB INTO R WITH A 0.120' A. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITHTwNR MAY BE MTA A 0.200' LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TDP AND ROUND BOTTOM 4 OR5 OF THE TIP A SQUARE, 0.475'x0,475'x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBA 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE v SHO (1)PIECE, 1.375' LONG,E A 0.36674.368'4.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® THE TOP OF THE PIECE MUST INCLUDE_A 0.684- DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. mo SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER t 0") HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( � 4 OR 5 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL EEEE„,'RTIC„'• �� NDT1ax.PTAL SWn N \���� "'•” C/T✓ FLORIDA BUILDING CODE(High&Non High Velocity Hurf)eane Zone) END INSTALLATION DETAILS INTO CONCRETE, _ ismsn<7¢°nc TITAN II FOLDING IMPACT PROYECTIVI SYSTEM aRAANX _ No.44167 3/101''` CONCRETE BLOCK & WOOD (AS APPLI CABLE) '* 1� E C o�N�. FOLDING MMR CORP. �'am T1111T 1L."TNO e:ENOIREERINO coYPA1rc 7099 IFABRM RACE �,wAow TrEmq n alae %=PUN ePAtl1,n.3afJ 15-014 +-,cm, (mw,l_,83, Rt leoD 943 a 71 r iii ,,,•;45;\\\\ R tllGeoODdAam n,r.fDIEYi0elNlte,n.T:m OINWNO No C�1 \ WTER AOOn0671J, RE aar ssa On ATC nDRIM J.. 44167 i iaam SH 9 F 13 z•.x•.,/e• 1 AIAMMAI ANfAE PER ERS IIT,nuNr PSFL'I10N 4,SHEET 6 A A (2)7/16•PGP WETS, r Y 2•N 1/B• ANGLE OF r I,2• ANGLE WY FALZ AUIWBAU AEIELE ALE FTTOY OPL7,NG GR IONADS �OPONINC.NO ANCHOM FECIMBOn To Hm 0 S,RIICI m 8 19 1 Buln out r«mr PER SECTION 4,S,RET 6 (2)7/18'POP RNEFS, FAG,LEG OF 2w ANGLE ALTERNATE WALL EXTERIOR ELEVATION AMSIMILAR ND SILL.AD BOTH SIDES] PLAN VIEW A-A SIDES UOW FOR ONE OF PRODUCT ORT OR BANGLES OPTIONAL SIDE ANGLE (2)i 1/4'r.7/4' 1 (TGR SECTION 4.SKEET 6) 2Tl6 OR s/te•P4 t, '.1/6•Y o•_2• 16VETS PTA ANCIE 7D YN.AlUYI M74tE5 tGP R Tum DOTH OR W WALL(2 RECILIM) (2)1/4•r r/PCGN/ EA ANGLE TIl SLAB IiPC.tl6/GRE(E-(CIX• ti,�Q O � C. PIECES FAY BE FLAT N1G1gR5 O,6.C 3/16•POP WOOS of E GSTING STRUCRfRE 3/4-TENS CA 3 t/2•NGL R COR_[�ER POST '`, ~• EDGE AB D PIECES NAY SE MT OF CONCRETE /.�,� ISOMETRIC (RP.AT TOP AND WTNAI SUNS) 9 E 2 EIDOR L TT10 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CADS(Mgh&Nm Mgh Velocity Hurr(eane Zone) END INSTALLATION DETAILS INTO CONCRETE,': ®2ots,luEno Nc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °ARAa/W� CONCRETE BLOCK & WOOD (AS APPLICABLE) _ No,441 67 = iNc SWUM CORP GlGAT ' TIWT TESANC 6:CNGINEERING COMPANY 7065 IE1L4ff6:ET HALE �-O�' ®NTL Wee,i s.ae.�„GN✓De„n s�,ee WEST PNl TIEAOI,R ssaa 15-014 O FM+ (lOTlm,-,ea.-.(9T#n _, RN t600-6A}-6771 L etifatF.N"" Nd.rm, ..�.Tdsn,d.Ata.mn DRAIYNO Ne lJ fl„':�•�'����` ER-00067,0 WAVER A r1LLlr Jr.P E. loRTa U../44163 �.�>� wmA, A` SHEET 3A OF 13 4 TA ' WALL FINISH OPTION&RAIN HOOD (NON-STRUCTURAL) i, WALL FINISH s' (1013 SS S.M.S.1/1/2'�x3/4• :irJ' 0 0.060"1H U NG LONE NYLON GUSHNCS TOP) CONNECTION C2 N.A q ROLLER F10USTE70 AND r LONG(Tp.BOTiOAQ.EMEPT AT ROLLER HOUSING • o •q{� 0.06'0'THICK SS ROLLER HOUSING �z 5?,�"�6 v"•ti.' (2)HnoN �`� i' OPTIONAL RNN HOOD (NON-sTRUCTURAU btu d omwo N IN 6 244•CONT•WOOD 1 3/16"ALUM.POP •` 'HEADER RE6 /10 x 3'SS SMS W/' .K, 1 0,373'LONG N4LDN coNr. RIVETS,O 18'O.C. 6USTENG W/A 0.190' 0.163'90.270' Coism KIN C LONG TOP SEcnoH 0.S00" x0.03o' 1 O.D.AND 0.249 I.d.AND uLTNAFA9 1 Or 0.223'LONC EOTiOM y�7HptIf 1 SECTION 0.320"0.11 AND STRIPPING EA , 0.245'Ld. SIDE C".) ® t � �Ij r, 3//1vRNMA 10 OG 1 mPJ s.. 1 1 TEM.SEPARATION MIN.SEPARATION 244'COM.WOOD To CLASS TD cam HEADER REG•D. (SEE HEFT 13) 1 t (SEE SHEESCHET I )ULE 1 t or ON SHEET 1S) ®t ON SHEET ts) ®t 244'GORr.WOOD I 1 PLATE REO'D. I 1 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) hC011EDI1011 Cl WALL RNSH WALL ACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD P%TILZI++++ FLORIDA BUILDING CODE(High Non High Velocity Hurricane Zone) t SEE UMRADONS FOR©ON SHEET 2 Q,•, ,ENS•F•.,.•, 4% ®2016 TILTEDO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 'PAWN" NOTES,' NOTE FOR COMBINATON OF SECTIONS: _ ■ �•. W/10/16 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS M = IL E C 0.11111C. FOLDRIG SH IM CORP. GATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T- MOUNTING SECTIONS CAN BE COMBINED 7069 IEMSTEEr RALE IN ANY WAY TO SUIT ANY INSTALLATICN. L a � TILLrr TESTING E ENGINEERING COMPANY WEST PAW W-ACK FL=413 •.• .�� Asa Ia�..w.fY m,]AI.vnnw oemoet M1 mtm 15-014 4r ros., -lnTo.r,..LID81x11-1ss1 R!T60D 6N-BJ71 ®0-010067 x19 ...ralmnpehu0axmn DnAWR1G 1a i, WATER A TIu1r J."" "7 DATE Fl.OiEUA LIZ f 44187 �I� �Nn". ST6Ir 10 ar U 1I4•A.3/4'7E7 i SCR 'OR 1/4•.3/4' BOLTS W/NUTS a WASHER O 6'D.C. 474'(Ain)EXISTING WOOD BIAM REOURED.67RUCIURAL ADEQUACY OF CGS=woOD u BEAM TD BE CEV. ,,REGISTERED ENGINEER OR ARCHITECT PRIOR WALL FINISH t>�T . Y SEE LINRATIONS FOR ®ON SHEET 2 TO PRODUCT INSTALLATION. 2Yt4CONE. HOUSING C4 . D'NEADEROPTIONAL RNN HOOD M6 NOTE FOR COMBINATION OF SECTIONS:.: REQ'O. ED. EQ. (NON-S'RNCIURAL) 1- MOUNTING SECTIONS CAN BE COMBINED COIIM CIS ss.5.1is.a/1/2'0.3/4' IN ANY WAY TO SUR ANY INSTALLATION, LONE NYLON,BUS111NW(Typ.TOP) :: AND 1'lONO(T)9•BOTTOM).EXCEPT "kip AT ROl1ER HOUSING Mr.) � OPOQUL RNN H000 c M°N-sTRucTORAU ��2 :;r?yyy,,,:a I a a 1-FOR WOOD FRAME CONSTRUCTION:WOOD NEMBERS TO -g �}"{*"T• __ (2NYLON BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL m�, •} I I I Y Or.) .r 3 1 I I1 Tr*�T 3n/p'6=' JIO.3•S.S.SM.S.W 0.373•LONG NYLON I,�_Jj I LL_' 8 BUSHING W/A 0.150/L0 7'OP SECTION I 3/16'ALUM. ALTERNATE,LEG O IB'O.C. 0.500.O.D.AND 0.245"Id.AND 0223'LONG I I OC/OION Ca!(T. POP. OP-O.0 (SEE NOTE•) 0.166.0.270'.0.030 Dam SECTION 0.320'O.D.AND 0.245•Ld. O 1a'O.C. ULTWAB WEATHER � C .) MM. CLASS TO IA55 ISIRIPHNC FA SIDE (SEE SCHEDULE •) 1 or®Y 5 ON SHEET 13) ' or®Y MIN.SEPARADON YIN. SEPARATION (SEE GLASS S (SETO GLASS E SO4MULE ON SNEEf 13 ON SHEET 137 1 .or ® i v - ®Y � I 1 Or® T KIERNA7E 3/16•ALUM ALlIZRMKTE LEG OPTIONAL RAM GLLAFifl Pop METS O 5.O.C. LOCADON IK��LOCATION AT REAR. i i It ii '�--__ NOTE•) I '(SEE NOTE•) I I�_____�I n r-r-1 ALTERNATE 3/16'AWN I I(-TLljf jl _ I I I I II POP RNEYS O S'O.C. l L_ J I �4 GG I i n AT REAR. WOPLAITI OD I I F-- -T i �I ^� � y ,::.,:`.:;,r<' vii' fl REO'D. -'°_ I j •ov: J/16'KUM.POP RNEIS X13 I 9 a S O 10'O.C.BOTH SIDES wc' r ALUM.POP TINEAS a 1 O 17 0.G BORT SNFS 2Y6•MIN.WOOD O - EQ E0. DECK REWIRED 2.4'CONT. I 1/44.3/4•TEXS SCREW (NO FINISH ALLOWED) 1/44.J/4'TE16 SCREVP WOOD PLATE I .. OR//4•.3/4'BOLTS W/NUTS n W/5'8'WASHBI OR REDID. 11 a 5 6'WASHER O 6'D.0 -CONNECTION d 1/4' 3/4 BOLTS W/NUTS& I� 111 .,:r: C4 1 1 3/0'WASHER O 4•C.C. 1 sf 2'NIN.E.D. 2'NN.E0. WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION RUM—OUT FACE MOUNTING INSTALLATION SECTION 4AW 0010-M) SECTION 7W SECTION 4W AAEIII)nn)u(((F,,,/ AAAA ��A,�'� /ij/� FLORIDA BUILDING CODE(High&Na+High Velocity Hurricane Zone) NOTE -ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOM �:•''vCENs'' ®20t5 nL1Eco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTE►1 Rei _ F INSTALLATIONS DETAILS INTO WOOD IL ECO,N,. FOLM SHUM CORP. o3woEle SCALE N.T.S. .3�„1 ' TtwT TCS'nM a ENGINEQIMO COMPANY WM PP RHEMSTREET_33N7 -O'• Q I py5]N�,JAA g„1T.]m,WL1ppV✓mq R 111 15-014 9•. .'?` wu.:(o-m)en-m o.rm 1 t3.+1N1-wt Pte t&q*AfI7-iJ/1 i '., C P mo701oRal.m.+ ..`rddl9+hrtfm.mm OtUMNe w �' F O D '•(GI� WALTER A 1418 Jr.P.E pf1�•'� ELOMak Lk-/44167 m+Ve MEET 11 Or 13 11111111 MN-SEPARATION 9' TO CLASS N.SELE CLAW ( N or®t ONSHEETSHEETT1133)) TO . (SEESCHEDULEETor ® W ON SHEET 13)3) 7/f OPnONAL RAN G°AR° I (NON-StRULTURA-) I. 1/4• T- AL TE 3/16•ALUM SCREW OR 1/M-20•v1' POP RUM O S'O.G s4 MS vm NUT& AT REAR. g WASHER 0 4-O.C, I I\. }n 3/16'ALUM.POP RIVETS 7 0 10'O.C.DOTH ODES APgm— .----- ,� EDGE OF SLAB ALTERNATE LEG& QQ eggFIF APPLICABLE ANCHOR LOG �710N Fj y (SEE NOTE•) 6'MIN. - 2•vN.WOOD DECK REQUIRED (NO FINISH ALLOWED) CONFLTpN t9 EDGE OF 2'NN.E.D. . SLAB IF EDGE OF Y MN.E0. APPLICABLE SLAB IF APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 78W (BOTTOM) I MIN.ED. I'MIN-E.D. NOTE FOR COMBINARON OF SFC110NC_: 2'v6'MIN.W000 DECK REOUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TD SUIT ANY INSTALLATION. MIN-SEPARATON 2'x4•CONT.WOOD TO°LASS FLOOR MOUNTING INSTALLATION xogs PLATE REWO. (S UON SHEET L SECTION TAW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)5/16'a LAO 2' 2- SEE SECTIONS 8W& 14W FOR MAX.ASD. DESIGN - or®T c SCREWS w/2 1/2'MN I WN-E°- PRESSURE RATING & SPANS "�' I'x 4•x 1/6' b PENETRATION AT MIDWI01T1 6063-TES COM. • (2)OF RAFTER/IAUSSES � >„`5 ALUMINUM TUBE 1/4•v4'(6063-TES)FIAT DOSTING 2X Wboo �[ PLATE W/1/{'0 v1'lIX TRUSSES OR RAFTER 2'x4'MM.WOOD SCREWS O e'O.C.IN AT 24.D. MAX. STUDS 0 16'O.C. 1 BETWEEN TRUSSES OR JS00• ” W/1/4T)FLAT .0 x1'TIX SCREWS O{'O,r-IN (2)1/4'0 TAPCON OR 1/4'0 CRETE-FLET 8 BETWEEN TRUSSES ANCHORS an +14 NDS WOOD SCREWS OR 1/4'0 m EDGE(IF APPLICABLE) NDS IAO SCREWS AT MIDWIUM OF El STUD N/ 2 1/2'Wn.THREADED PENETRATION INTO WOOD STUD 1/4.0 a 3/4'TEK (2) N 1/4'UK PLYWOOD EXISTING SOFFIT SCREW OR 1/�'-20 x 3/4' ROLLERS �—/10x3•S.S.S.M.S.W/1/2.0 v3/4•LONG D' SS.BOLTS W!NUTS& OD55'0(TwJ. W&ON BUSHINGS(Typ.TOP)AND 1'LONG . 1/C 0 x 3/4•TDC WASHER O 6 O.O. (Typ.BOTTOM).EXCEPT AT ROLLER HOLISM $ SCREW O 6'O.C. +'0•' ESS.S.M.S.W/ I fT ("p') MOUNT TO WOOD-STUDS MOUNTING INSTALLATION OSHIN LONG 0.150 SECTION 1.4W BOTTOM) �' °W'"°'� INSTALLATIONS DETAILS LONG TOP SECTNIN 0.50°• 0.1�.�Z�. O.D.AND 0.24T5 Ld.AND x.939• ' MAX. A.S.D. bF5IGN PRESSURE RATING- +60.0• -60.0 PSF 0.223 •LONG BOTTOM MOL SEPARATION �� INTO WOOD SECTION 0.320 0.0.AND (��� MEAT�FIEA � ! ``"1pLL1(LFIIIFFfLArAgA FLORIDA BUILDING CODE (High&Non Migh Velocity Hu"Imne Zone) O2{s'Ld. ®t b SCALE : N.T.S. (TYP.) oN sE1EEr 13) SIDE DTP.) I ���Q�'••�CENS•• `�9'% 6D2Dts mtEca INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ny F '•; Is /'-TI-LTE C O.,c FOLM SHWIR CORP. HEADER TO TRUSS MOUNTING INSTALLATION *L$/1 = nwr TESTING&ENCIMEEMKG COMPANY 7aeB�T PLra SECTION SW STOP) — m' y1Q^ Wsr PAW Ta"3esr EL x413 t s—ot a off; TAT OF E...,ao-euw�' � -Im1 PE F1em-6a- t F Q4CI ` ED-0006719 dd6gaMtew. DIGIRNO xe nORIUL 1 4{167 MAX. A.S.D. DESIGN PRESSURE ELATING +60,0, -60.0 PSF Tuff TJr.P'E ®� °'•v �• ' • `d' 64 ®nm Man x- Sx¢r 12 LN 1J tLifhfiuuTu A_eY1u�u WIND PREURE (osf:) CONNECTION-CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) (MAX. ALLOWA13LE REACTION TOP do BOTTOM LB/FT) FOR CONCRETE k CONCRETE BLOCK QTS SPANS SGHED F. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B k 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE wm �%M SPAM A MAX=DOME CONCRETE CONCRETE BLOCK STEEL WOOD m mmm ATT'w CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK Ft/-) P1839WE PRESM 3"C"m TYPE SPACINGTYPE TYPE ANCHOR TYPE ANCHOR TYPE M1 M7 TYPE SPACING 30 psf 144.0" 144' 180 Ib ft A B C A C E A C F A B C A C 60.0` 6o" 88 Ib ft 9 425 LB/FT - 38 . FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 9 417 LB FT - 388'L8 FT - 134 LB/FT 35 psf 100.0' 100" 146 Ib Cl 473 LB/F418 W 236T20LB/FT 383 LEIM 432 LB/FT Cl 6 L 16 142 LF21 LB 347 LB/FT 6 461 LB/FT 418 LB/FT 202 LB FT 744' 144' 210 Ibft 12 7 LB/FT 7 _ 60.0 60 100 Ib/Ft C2 9 456 LB FT - 362 LB 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT _ 142 LB/FT 40 psi 100.0" 100' 167 Ib ft .6 525 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/FT 144' 144". 240 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB FT 419 LB/FT - 285 LB/FT 60.0. 60.0" 115 Ib tt 9 372 LB/FT - 309 LB/FT 134 LB/FT 80.0' 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 1236 LB/FT 202 LB/FT 298 LB/FT 405 LB/Fi C3 6 469 LB/FT - 375 LB/FT - 202 LB FT 46 psf 97.0' 97.0' 1 187 Ib/ft 3 .813 LBJFT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/Fi 3 760 LEI/FT _ 572 LB/Fi - 304 LYE 115.0 115.0' 221 Ib ft 9 466 L8/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 9 445 LB/FT _ 370 LB/FT - 134 LB/FT 144' 744" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/Fi _ _ 60.0' 60.0' 125 Ib k 3 972 LB FT - 682 LB/FT 389 LB/FT 364 LB/F7 500 LB FT 753 LB/Fi C4 6 561 LB/FT 448 LB/FT 202 LB/FT 8 .0" 89.0.' 187 jj 281 LB/FT - 224 LB/FT 81 LE/FT 83 LB/FT 143 LB/FT 103 W/FT 3 912 LB/FF - 682 LB/Fi - 364 LB/Fi 50 psf 100.0 100.0' .208 9 226'LB/FT - 224 LB FT - 83 LB/FT 120.0" 120.0' 250 CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/Ft 214 LB/FT 155 LB/FT 6 339 LB/Fi - 334 LB/F7 - 125 LB/FT 744' 140' 300 Ib ft 843 LB/FT - 670 LB/Ff 243 LB FT 250 LB/FT 432 LB/FT 311 LB/Fi 05 3 681 LB FT - 670 LB/FT - 250 LB/FT 60.0' 60.0" 138 Ib/ft 273 LB/Frj 325 LB/FT 215 LB/FT - - 138 LB/FTJ 102 LB/FT 9 221 LB/FT 251 LBJFT 215 LB/FT - 81.0" 81.0' 1487,111ALC6 6 410 LB/Frj 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT C6 6 332 LB/F•7 378 LB/FT 323 LB/FT - - 55 pst 100.0 100.0' f 229'16 ft 1 822 LB/FT 1 975 LB/FT 648 LB/FT I - - 414 LB/FT 307 LB/FT 120.0' 120.0' 4 269 LBJFT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/Fi - - 137 134' 330 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 4 232 LB/FT 236 LB/FT 183 LB/FT - - 60.0- 60.0' 150 Ib k 3 310 LB/FT 315 LB/FT 244 LB/FT - - 80.0" 80.0' 200 Ib ft 2 - - - - - - 305 LB/Fi 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 LB/FT - - 265 LB/FT 168 LB/FT Ce 8 1 582 LB/FT .691 LB/FT 614 LB/FT - 175.0. 115.0' 288 Ib/ft , C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 61 777 LBJFT 921 LB/Fi 819 LB/FT, - - 131, 128" 346 Ib ft 6 982 LB/FT 11194 LB/FT 819 LB/FT I - 530-LB/Fri 336 LB/FT 59.0' 59.0 160 Ib ft 65 psf 92.0' 92.0' 249 Ib/ft 100.0" 100.0' 271 ID ft MIN SEPARATION TO GLASS SCHEDULE ANCF1GRs scHtDULE 9SEE GENERAL NOTE C.2'ON SHEET 1 126 123' 360 Ib/ft ' ANCHORS ANCHORS MIN. E.D. MIN. SPACING 60.0' 80.0' 775 Ib/ft 70 psf 100.0' 100.0' 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION HURRICANE C.BLOCK WOOD STEEL CONC.C.BLOC WOOD STEEL 121' 118" 374 Ib ft SPAN HURRICANE ZONEHURRICANE ZONE 59.0' 59.0' 187 Ib/ft ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50' 2.50' 0 N/A 4.00" 4.00" N/A N/A THREAOFORM TECHNOLOGY 75 psf 100.0 100.0' 313 Ib ft 5'-10" 2 1/2' 1' 2 5/8- 117' 114' 387 lb/ft AS LESS B 1/4" A x 3/4' SOLID SET 3.50" 3.50' N/A N/A 3.00" 3.00" N/A N/A' 60 psf 113' 111" 400 Ib ft 90 psf 107 104' 424 Ib ft >5'-10" 2 5/8"} 1" 2 3/4--+101 /4'+101 99' 447 lb/ft TO 8'-3' C 1/4" A CRETE-FLEX 3.00" 3.00' R N/A 3.00' 3.00- N/A N/A 110 psf 94' 90" 468 Ib ft 1 0 psf 87' 82" 484 Ib ft E 1/4" tl WBUILDER N/A N/A N/A 1.00" N/A N/A N/A 200' 130 psf BO" 76' 483 Iblift >B'_3" 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74' 70' 484 Ib ft TO 12'-0' FN/A N/A 0 N/A N/A N/A 2.00 NIA X14 NDS WOOD SCREWS OR 150 pat 69 66 483 Ib ft 1/4' NDS LAG SCREWS 160 psf 65' 62' 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. ```\�7bttA 1 �t qf����// FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) eN4)f$ + EXCEPT THAT 3 5/8' SHALL BE USED 'p/!� ®2015 TtTCO M. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BD +:wAxNuu ALLOWABLE,PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SEC11ONS 3. y,Q \�ENSF GNEN P Ilum AS.D DEs4H PRESSURE RATING. .4, 4A do 7A _ L-:MAY ALLOWABLE PRODUCT SPAN FOR A � 03/10/15 GRAN NEGATIVE A.S.D.DESIDN PRESSUREFOLDING SHUTTER CORP. uTE RATNG. :*_ �L ECO�1,�. * ff// PLACE TWT TESnNG d ENGINE[RING oONPANY WErT P �Rj,�13 FINAL MU II,ILIM ALLCWABLE PRODUCT SPAN IS �-O a ,5 TCF 1$-014 EQUAL TO TIE ARNUUM DETERMINED PRODUCT $9 P' ���`� v,er,� 4t1�eo�0ao t-tvt ..°�.. �•� ewWmo Ne SPAN SEIW'EENN'L+'AND 1_-'. i �OR10 M-OD06719 �'� WALTER A.iR1f7 Jr.P.E FLORIDA u�I utet •�n.+. SN¢r to or f;