Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 frofessional .'Re9plation HolidaNpa"ntof BCIS Home i Log In i user Registration 1 Hot Topics Submit Surcharge f Stats&Facts I Publications FBC Staff 1 BCIS Site Map Links t Search BUSineS Professi I = Product Approval � USER:Public User Regulation Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived• ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv2aB QpHpQ Qe6r 1 Z... 7/l/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 RS II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.)d 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.odf 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.Coovrioht 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: ® W78 eche` securi mi'fltlCs' WORM https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 ,•i h GENERAL NOTES 1.TITAN 1t FOLDING IMPAC[PROTECri SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR (C)TO FXTSTNG WOW FRAME BUILDING; 6-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH RHE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTE&W SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(MhM AND OUT OF THEM(NHmn. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4'0 CREFE-FLEX,AS MANUFACYURED BY HW/SURDE6 INC a ELW CONSTRUCTION PRODUCTS, RESPECTIVELY;OR/ 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS, .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820(HVHZ)k 180E(WIN*OF THE ABO&MINTICHED CCDE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM AS.b.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY TEE AME CLIIOIRON,ULTWITE DEStNG tR®LIIADS DEDEMMIED POR ASCE 7-10.SHALL BE FIRST CI)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR di4 NDS WOW SCREWS OR REDUCED TO A.S.D.DFSM WIND LNMDS BY IRRTPLYM TEES!BY 0.8 ON OttDiEN TO COMPARE 8431;W/INX.(A,=) 1/4"0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SIML BE 1 1/2'FOR Ci THRU C4 AND ce THRU C8 TINGLE PRESM RATINGS ROOM ON SHEET 13. CONNECTION TYPE;AND 2'FOR C5,OR AS INDICATED ON WOW SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PARI'OF THE REQUIRED THREADED PENERATTON. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON 7M$P.M.AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS-USED FOR VERIFICATION C,2) MINIMUM EDGE DISTANCE OF.1/4'0 TAPWN OR 1/4'0 CRETE-FLEX OR 014 NOS WOW SCREWS OR 1/4'0 NDS OF FASTENERS IN WOW. LAG SCREWS ONTO WOW 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 1828 do 1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFDFIMED AT HURRICANE EMMERUH0 TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.£T.I.). HURRICANE TESTING LABORATORY(H.T.L.)3 AMERICAN TESTING LAB OF SCUM FLORIDA AS PER PROTOCOLS TAS-201, MIN AUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ARM TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION IBIS do 1604 OF THE FLORIDA BUILDING CODE- (0) TO EXISTING SLEa.STRUCTURE MLN. 12 GAGE,,PY=33 M(MIN.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q do(9 SHALL BE#10 x 3',41 O-HT MINIMUM SERIES W/173.8 k9I YIELD -1/4'0 TTY,`BUILDER TEN SCREW,W/FULL 114READ PENETRAMON. STRENGTH& 187.4 kel TENSILE STRENGTH.SCREWS SHALL BE COATED WTI{XYLAN 5000 SERIES FL.UOROPOLYMER COATING,AS 1� MANUFAGTLRED BY WHITFORD Ca,BOX 507.WEST CHESTER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 MINIMUM HELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDIX TEN SCREW 1'. FOR 6083-76 ALLOY AT SLATS SWI BE Fy-25.9 ket 4.ALL SCREWS TO BE STAINLESS SLEET 304 OR 318 SERIES W/50 ket YIELD STRENGTH ANb 90 keI TENSILE STRENGTH OR 7.ANCHORS SHALL.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIVESUI D X TEX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MMUFAONRER. 2411.3.3.4.ALL ALUMINUM POP RNETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 8.IT SNAIL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONC IM BLOCK OR S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 318 SERIFS STAINLESS STEEL WTIH 35 keT MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SEWl BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 9. EACH UNIT MUST BEAR PERMANENT LABS.IN A VISIBLE PLACE WITH WARNING F70TE TIDING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CtrOERPIEICES=MWOR OR LOCK ALL (A) TO DUSTING POURED CONCRETE'. Lam• 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCVjOANCE -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACRiFtED BY I.T.W.BUILDER, INC.TO MIN.fc=-3192 psi. WITH SECTION 1710.8,3 OF THE FLORIDA BRIDING CODE- ONE LAS.SHALL,BE PLACED FOR EVERY OPENING, - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN, rc-3000 W. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COOS. - 1/4'0 CRETE-FLEX.AS MANUFAGTLIRfD BY ELCO CONSTRUCTION PRODUCTS TO MIN,fc X350 pd. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS 040ICATM IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. At)MINIMUM EMBI7)MFN1'OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) .THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOM NOT PROVIDE MIMMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPMFLC PROJECT;Le.WHERE THE,SITE CONCTOGNS DEVLATE FROM THE P.ED. A.2)3/4'SOLID SET ANCHORS SHAWL BE EDITIRE.Y EMBEDDED(7/8')INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTAIATION INCLUDING UK SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL Be PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON INNS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DE4IATE FROM THE LONG MINIMUM SHOULD STUCCO DOST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBM_Y, A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION t)0(YUMENI''MEL BE CONSIDERED INVALID IF MODIFIED. �ORAGESHALL BE AFLOOR.ANCHORS 5 INDICATED ON OTES Al &A.2 ABBE LONG ENOUGH 70 REACH mpVL fV STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGIMERED ENGINEER OR.ARCHITECT WHICH WILL BECOME THE ENC EER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE USE OF THE ADN ENGINEER OF RECORD,ACTING AS DEDMTED 60NEER TO THE PAW.U NEEER,SHALL SUBMIT (e) TO tDISTiiNO CONCRETE'BLOCK WALL ASTM C-90. 1/4'0 TAPCON W/ADVANCED THRIE"ORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BLAL.00K.INC. TO TMS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P-ED.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL.emlEER THAT -1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. HOJF� THIS DRAWING SHALL ONLY BE USED TO OBTAIN ELI)MINIMUM EMBETMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLOC INTO CONCRETE BLOCK UNIT IS 1 1/4'. L I PERMITS 1N RHE STATE Or FLORIDA MINIMUM EDGE DISTANCE(£D.)SHALL.BE AS PER SHEET 13. t141y1LL11111111/tltti 8.2)3/4'SOLID SEF ANCHORS SWILL BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO ��. '(�R A.rJ��ttitr� FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) EMBEDMENimum TI INTO STUCCO SHALL EXISAND PITTED.1/4'0-20 -20 S.S SCREWSR �DCa SHALL BE 1 1/2'LONG `` - d r� YIGEIyLS�C ',9 02015 713=fwcm TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OFIRWROe 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, �� Aa/ILL ANCHORS SHALL.BE LONG ENOUGH TO REACH TIE MAIN STRUCTURE BEOND SUCH PANELS.ANCHORAGE 03/10/13/� SHALL,BE AS 1NOICATED ON NOES 9.1 t 82 ABOVE. . _J 7k :*.= �C�V 1 H C. FOLDING SNUFFER CORP. oxiE lL/T! nUJT WSTINa h ENCINEIERINa COMPANY 7M MEWMRFF.T PLACE y1'. UF' '��' ms° 30k eemtiltvMslk�- TH1JTFar>eidlpMuapaie,trlNLa Ii� " ar -nn15-014 m a ORAVING A. 0006719 WALTER y'tti/tt A 1E CFL RfaAAlre./441 �tl.F mtr,m i t mwiu 3"EET 1 or 13 5000' M1t .P7!' 2911• LAW 2900' t AG. Y ® STAT.WINDOW_ OL © ® RIOR C RPIEC (TOBE USED FOR ALL INSTALLATIONS 6065-T6 ALLOY 6063-75 ALLOY -T5 ALL MAY INCLUDE PERFORATIONS AS PER (R7 BE USED ONLY IVR INSTALLA77ONS DETAIL ON SHEET J) - 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOrrOM OF OPEN/NG 6 ALLOY SEE COMPONENTS 20.21 R 22 ON SHEET 3.) Lew S0�• ffiM .71d' Lfm* SAT ^1981• 2719• 2.012' 2657•-- �- R R.pe .01 .fA• .6n0' I F • p g ry _ ry AAP .0'd ii aS •091' 990 wn7 4I e .ifa• 091• Qa•.091' 2T1!•WALL HEADER AMAD CEIUNG HEADER ® 0 011 SILL TEAL ® M TRACK ADAP6063-73 ALLOY LLOY 2999• t2 900• COMPONENT o b t1 t2 l ® 2- 5-MAX. 0.125 0.125- low .125' o9r o90 ' 9n 2 4'MA%. 0.25' 025 2 = Per ]. ' © I' 2'MM. 0.062' ��;���jti(j�� ® RAIN HOOD 0 ALTBOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD V V V + LyMyNGLES 6063-75 ALLOY 6063-76 ALLOY 6063-T6 ALLOY -T6 ALLOY COMPONENTS FLORIDA BUILDING CODE(High &Non High Velocity Hurricone Zone) .ow—Eh ,�\P •' EN$• l=201 'J97�% 02013 IXT . TITAN II FOLDING IMPACT PROTECTIVE SYSTEM l M. 3/B"0-16 ACETAL IL ECO ■�. 10115 HAM © ® LOCIQNG TUBES' 20°0 ° ITLIJT,crnra a ca0lNmm,o cOwPAnv f�� _HtlISTREE17 PLACE $H�R CORP.�RP. w,� dam, "'�PALM WICK M 33413 15-014 THUMBSCREWS AT CENTERPIECE CORNER POST =*�?�i �F = ®°a.see�B mss.Bob fes 6 9110 �,r WWr. ftin.I . ,-,�„ P1t m pft47-v7, 0 4 Bow-T6 Auor % ° P ;`'a "'"'® 7,fi""" ...�a9 ter.ea.m� DRAWING,� 6063-T6 ALLOY WALTER A 170fr Jr•PX 28 112'LONG i�ih FLORIW U./44167 1sMEET Sof 17 ' TuunnnniN� , tWON.aAr*m'AxA { (3)RUMS Of �To"T j . 1/s'I HOLES i � i Erl SPACo ED O O �y�N ART Z CLIP EACH SIDE TABLE 1: SDURG£S FOR & ! 0Q00 ' D1REL7TQNS. ` Fs = i OF WINDOW(SEE TABLE 1) ' i f OPTIONS SLAM i no { stAr� ; ° ; I T1PIC4 PROPERTIES SPI04RD MAN soak 94VMATM AodumE ; OOQ I irNuc ODO i (rrP) i 7M%L/m1NLE PLASM tICAPIM XON J! LEXA !DJ AM 00 I i 20 OO ' Z yE1WNc SPECIFIC GRWITY Asm 17792 0.043 oA. 0.0u In/rn 0000 �_ WINDOW YFTSui.r.. ' TENSILE YIELD STRENGIN ASDL Dam MOO FAA. 915M Wst. h ; FLEXURA.STRENGTH AT YIELD ASM 0790 12,500 P•4.1. 13.400 p.AL V-- $ t i 2 i 115 I3At' R.EwPA.4WODU15 ASTM 340,000 TM UP.-J. 345.000 p.WL (YW aw SNAP-RN END MACS: i quwo- I ± ' CLRP TOP/BOTIDM O ; Of 8. NOSCHM 1200 ASAI 0259 18 Vain FT— - 17 FT—M/tn AUX, . (SEE TABLE 2) SMOKE DENSITY ASTV D2843 47.2% 94.5%MAX 1A RATE OF BURNING ASTM Deas C-1 CLASS C-t CLkSS SEF tGNMON ASTM DIM 1044 T goo T SUIT MNOOW li ij f ; SLAT WWWW a060`TICK .'%EM !SSRI 0155 US , ; PUtTL1NBON4TE NENTNC T94ME 51RENGTH AFTER WEATHERING Asni 638 9302 pAl 8840 P.L 2'. 2 i t KWDOW(SEE TABLE 1) TENSILE STRESS BEFORE WFATHERINO ASTM 038 8401 P..L BUD P.W. 7.000, i f , NP u -AUX.(2)!NA$Ri78'S MAY BE DJ ONE SLAT SPACED N m j i N i EROS SLAT 2TOP d'BOTTOM.MAIM. WITH ERN.f77oll sur Nusr �E Wsmum ADLi4ow TABLE 2. SOURCES FOR TO �pErS(sJOR(V56J NOR AT CORNERS 0f PRWLXL AMSTER��rAW pOp ` rte `-� SJ.rAI AtIO�F TIPKX PNOPWI/6RVEMAX BUdC PART ' (ELEVATIONf OQ0 Q00 ' i i 2d rsxu stirs O Q Q s2A7SP 's � sPE4aFAG GRAVITY ASM 079z 0.042 rot AhVCK ! O Q KN , i HEWING E, AITCHANI (m') 1 STRENGTH ASTM D638 11.500,P.J. i QQQ ' (J)Raw Of i i i d dOW. per• FLEXURAL STF04 M AT YIELD ASM D79D i5,000 p L . QIlL O,., HOLES' j i FLEXURAL YODliS ASM 0760 450000 prl 0 15A SP dYi E:l SPACED ! _ __� i ,� INPEL'L J/B'APART 1zMeLazWiu,aO ars• NQTC7®IXOD ASTV 0258 aD F1-ibfin 011TapTYp1 i 1N d71R1 mnATBDTIW EaOg i DlREL7lQAti , � i - S: i t nz7a• COEFFICIENT OF T}1E1tMA1.EXPANSION ASTV 0696 55 x 14 in/k,-'F FLAMMABILITY MELTING 7 UL'a V-2 ,SNAP—IN EIYD CLl.P MEUING TEMPERATURE ASTM D341e Soo T m 8E usm AS AN OPDwJ PM ALL ffb AUAWNS �NXiT.�LWD-0W&dJ0N UNDER}LARGE NIS= MAY WLUDE PEWCA71VAM AS PER IIs L1ETA8.. T PICAL f A SLAT WINDOW DETAILS MAX.f$)K4NDON5 MAY BE IN ONE sur SPACED JAW,zs APART(uw EVERY!D SLATS). W 0 VIEWING WINDOW 477 f 2 CLIPS TYPICAL ALTERNATE PERM RATED (SMALL MISSILE 1MPACTI 1 SLAT WINDOW ELEYA�ION (LARGE MISSILE IMPAC_..,) FLORIDA BUILDING CODE (Mgh d0 Nan High Velocity Hurricane Zone) w`���.r` 4/L1A'/' ®tots iM1TEW INC. TTfAN H FOLDING tgPACT PROTECTNE SYSTEM mumi Rw \Nf,ENStc .`.�. FOLDINGSHUTTER w/roE,s CORP. 0Are T0.1JT TESTING a ENGINEERING COMPANY I m HL16iRM RACE L'*': EA1e 0.v.Tan. o.305.x,alnA cr+a41O.n 57tro WEST PALM DEC".EL 33413 aos)en-mu Re 1900-043-e37! 15-014 100067 WALTER A.77 — .R.Faa. ,Wutr.. .fig -FLDRM%U44167 a9wbR+a Na as0,-m m�N,e SHCA J of 13 • Vi\S\1\1 1 2 3 4 5 6 7 A 2 0'r W/ O ,16 OR 19 4 OR 5 8 (Z) Z USE (2) AT 30' 1 5 'roe 2 ♦ NOTES ON®8 LOCKING TUBES®AT D&SQ. O O.C. FOR PANS J UP 7p 99, n 1.TWO (2) ®SHALL ALWAYS BE USED AT PRODUCT'S FORL SPACED AT 30" O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER M=) 1 USE(3)®AT 30'O.C. SPANS SPACED AT 30" O.C.AT MIOSPAN. COMPONENT NAY BE FOR SPANS LARGER = I 0 1 STALLED-INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES THAN 99'UP TO 144' 4OR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w I 2.(2) LOCKING TUBE S ALWAYS BE USED TOP&BOTTOM AT w oa PRODUCTS CENTERPIECES�tHt 5 AT ALL INSTALLATIONS.LOCKING TUBES mrn 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET Q. OR 18 (2 7 t T SEE LIMITATIONS FOR®ON SHEET 2 i� t t 1 , 5 l SEE END CONNECTION DETAILS ON SHEET 9 TYP-FULL HEIGHT.FOR s O O,+, 13 + 16 CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O+ 9 + + 1 O � O O O . 9 10 10 © 9 + 11 Numirm WID TYPICAL ELEVATION S. 46 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A 1 78 ON SHEET 7.SEE SECTIONS IW& 2W ON 10. P SEE SECTIONS 4W, 4AV) 7W SHEET ON SHEET 11. ```W\```�(�I1N �IE T✓�o� FLORIDA BUILDING CODE(High &Nan High Velocity Hurricane Zona) SEE SECTIONS 7AW, 7BW. 6W dL 14W ON SHEET 12. ' Sa: \G F ®2015 rumINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° 1` 67 �i r'e81 :i = Opro. FOLDING SHUER CORP. ELEC a1 ToesFOSTREET PLM TRIB TFsnn WEST NO a ENG,NEMM COMPA Pwex e s .a W03 a� l ¢ ?, WI as Na.Wee A M.am.reaaA aemvg n y.es P1t 1606-00- 15-014 'Q���` °'°®blOme°eCOt1¢I— ,r.r. — owwlKONe WALTER w nr a..P.E. RGRIdI Lk:.If"167 , Ma. a SHEET 1613 —71 H If POURED CONCRETE OR CONCRETE BLOCK W TRIED. DDlIN�7t0l1 0.060'TIOCK S.S. OPTIONAL RAIN NOW AALRuINH OD POURED CONCRETE NCNO STRUCTURAL WALL (SEE SHET 13) lwm HOUSING M -S RUC URA) ( NOStTRIM ABE HEAD) (') -® I.00O 2.500'Mi. f / AIN.19 ED. (0011SKEr 13)17101 C! "�_�`� "^� OMOKAL , / c PAN HOOD (-STRUCTURAL) #10 x 3'S.S.S.N.S.W/ 13 0.373'[ONC NTLON J/78•ALUM. 3/16-ALUM.POP RIVETS. I 3 BUSHM W/A 6.t50' 009r POF RNEfS. Y O 18'0.6 I C21t'iG1L • _ LONG TOP SECTION o.SOO' a163'x0„2ro• a 18.O.C. % I ) -c-- Qa AND 0.249'L0.AID x0.030• - 1/4'0 I,W BUILDEX I 0.713'LONG Borm SECTION 0.320'OD.AND WEATHER ERR I MRL SEPARATION THRrAOF01TE1 0.249'L0. SMPPNC EL FAD POURED CONCRETE TO GLASS OR 1/4.0 ELOO SIDE(tYP.) OR CONCRETE BLOCK (SEE SCHWULE LONSTRt1CttON PROd1Ci5 i +/4•+x 1'7EK ! or WALL REQUIRED. 0/1 SMcET'13) or l3iELE-FILx W/1 J/4• SCREW OR i/40-20'x1- 3/IM NLu. MIN.F3ABE04Fy1f b e•O.C. ss.WAS MS WITH Nur 6 P 18RN- . WASHER O 4'O.C. _ POURED CONCRETE N ; I&or ~ I t YIN.SEPARAnON +NOUN.PEgI11R I I TO CLASS Or ! ar (SEE SCHESHEET t ®t 1 _ ON SHEET 13)) ® in POURED CONCf 7EOR CONCRETE x PARATED s I(�`��M m GLASS N WALL REWREDBu ,'�..._, ON SHEETT113) O cmemm m� / I or " (SEE stEEr 13) 8 I 1/SCRVI QR 11/4400-2aS1' Q�t •z I SS.US WTtti NUT&. WASHER O 4'•O.C. #10x3'S.S.S.M.S.W/1/2'0 +/4-0 nw IDNC NYLON DUBUtDEX xt' SNINCS // ca"Mm M Cl Cryp.IIOR01Q.ARD 3/4- THE== VY L FAC MOUNTING INSTALLATION QDNSDIUCII N�` to (SEE ( R S1tEiT 13) ldNNC(TyIA TOP).[7(CL1R AT ROVER HOLISM(".) SECTION 2 . l7tENE-FIF7c X/f'3/4• D.a 1 (2'x4•MAX) Aeri ETiBEDME}Tr a oI WALL FACE MOUNTING INSTALLATION OFCI« SECTION 1 ttr SPACINGANOiLN SPAONd / .-- GROUTED BLOCK ROMRE0 +.000 2.900 AIM/./ re-2 Oar GROUr1 0R POURED CDNCREIE MM' E.D. E)m'mcY N STRUCTURAL AIM LL) O 6 ANCHOR SPACtNC STAGGERED ANCHOR. SPACING DECORATIVE WALL TRIM TRAPPED MAIL EO 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE SECTION 3 tyt� MAX.A.S.D.DESIGN PRESSURE RATING a +65.0. -90.0 PSF & CONCRETE BLOCK ,.��" �P�Ir FLORIDA BUILDING CODE(High do Non High Velocity Hurrieone Zohe) SCALE: N.T.S. g,�1, ✓"'. 02015 miEco ITA:. �, L�CENSF"'•,9 L MAN N FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMRINeTION OF SECTIONS: # f-- .0■. E:D. =EDGE DISTANCE O SEE SPECIFICATIONS ON SHEET T3 // 11 FOLDING SHIfFFER CORP. 1-MOUNTING SECTIONS CAN BE COMBINED ( ) �L ECO/Nt. DATE IN ANY WAY TO SUR ANY INSTALLATION. :a = TlL TESTING a ENGINEERING COMPANY TO1fB HEI6Tf�3.T PucE N:.sm.SA.tx.xe,vena mOOOrs,ti atm WcSr PNM Tf.1C11 R 33/13 nA.,otn xY,-+sao.r,4xnA R,-,sst n,,Ism::Q-=f 15-014 ��� ��R�pp` •;cry` +-m0tntmeeapLmm 0rrrotdrgehutteaaom MMWING IN t SEE tSMttAT}ONS FOR ON SHEET 2 ®00o67+ S WALTER A.W67 Jr.P.E. ax.r e,s.s wt rr,r oxrsre., uw •FI.WEtlA Lk#4107 ®na M4+s x SEEM 3613 1HNLHL .. . 1/4Y x 3/4'TENS SCI"OR 1/4'x 3/4 _ BOLTS W/NITS At WASHER 6 8'O.C. �- 0.060'TiHKTf 5.s, POURED CONCRETE OR ROLLER HOUSING MIN SlpkWlTION I NtN.SEPARATION CONCRETE BLIt CLASS REQUIRED % O}u(,RHN HOOD I~-{4 GSQRETAtRE (SEE SCHEDULE' C�lL11ON 04 ED. (NON-STRUCTURAL) I ON SHEET 13) I or a ON SHEET 13) f or SHEET 13) #10x3•SS.&M.S W/1/22 ALTEEtHATE 3/16•ALUM. i ALTERWOE 3/16 AUTM. k3/4 TANG NYLON BUSHM6 POP RIVETS a 5'O.C. AOP�gINETS O 5' (Typ,TOP)AND I-LONG CT* AT REAS. - I BOTTOM),EXCEPT AT ROLLER ' H(USNG cm) O TT95Y(no.) 7,/'S* m EO3 1 ALUM,POP E.75 0'ALUM.PCP RIVETS I its / •S is 10'O.G 8677{SIDES O'10'0.G BOTH SIDES / LEG a AN 3/16'ALUM.POP ORIER ATiON B RNETS 0 18.O.C. 0.373TANG NYLON NT.0.163' BUSHING W/A 0.150` I NTN.SEPARATION 0.270'IO.030' ADN.3/4'PLIWOCO LONG TOP SECTION OS00'I 70 GLASS ULTRAFAB $ REQUIRED S 1/2• REQUIRED PLYWOOD O.D.AND 0.245'1d.Arm (SEE SCHEDULE WEATHER /1/4'•TAPCONS OR 0.223'LONG BOTI011 SmP'm FA I or H Q SET'UON 0.320'OA-AND ON SHEEP 13) SIDE Ctw-) ®i �} ANCHORS $*QEK I S 1/P 1HRU BOLT W/ 0.245'Ld. z WASHER&NUT O to'GG (�) 1/4'THRU BOLT W/ - EACH SIDE WASHER 3 NUT 0 S'O.0 1/4'♦TAPCONS OR POURED CONCRETE OR CRETE FLEX ANCHORS 6'D.C. CONCRETE BLOCK WALL y I or REQUIRED 25.4.OR 25r55.4/B' POURED CONCRETE VR 5'.3-X4/8`6063-Te COWL ALTER6E3/1S ALUM. i 60�COM:ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BONT PLAT- 'POP AT�R, STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 W IMAX,A.S.D.DESIGN PRESSURE RATING- +66.0, -6fi-O PSF MAX-ASA.DESiIXJ PRE55URE RATING- +66,0, X66.0 PSF 9 i 3/16',Cl ALUM.POP RNEiS O MM,SEPARATION 10' •� 'T t4aG will 5@E5 TO GLASS . / (SEE SCHEDULE SHEET 13) ALTERNATE LEG I Or&ANCHOR aE mNNIVIIoM C3 ALTERNATE LEC Q. I oOREXr1ATIOH Q�1 (SEE SHEET 13) . &ANCHOR � - ORIENTATION lEtf6 SCREW W/ POUREDCONCRETE OR - 6/6'WASHER OR 1/4•x SJ4` •3 CONCRETE BLOCK WUL BOLTS W/NUTS A4 5/8'WASHER o REQUIRED ED - 4.O.C. - • 77 � a� BUILD-OUT FACE MOUNTING INSTALLATION �, $ SECTION 4 (SEE SHEET 13) o E0: E0. 1/4Y x 3/4'TETE SCREW POURED CONCRETE OR OR 5/T/4'W /4BOLTS W/NUTS CONCRETE BL & 6'Ox - INSTALLATIONS . DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE : N.T.S. ON A B 0 FLORIDA BUILDING CODE(High&Non High Veloctty Hurricone Zone) NOTE FOR COMf31NATi0M OF SECRONS� lit � ••:•••••••••_✓ �201511LTEC0 LNC DAWN E.O. -EDGE DISTANCE `.�Q.'v\O ENS, ,'9 y� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ' Y 03/10/15 IN ANY WAY TO SHIT ANY INSTALLATION. FOLDING SHUTTER CORP. DATE TIU l TESNNG Q ENGINEERING COMPANY »HEMSTFEEr PLACE / ssat x.�.x®i.0.el.Dat,v.OrM R Sntl W6T PAUI WJCL FL M413 ne.. t3mTa+-,sw.»:LmO1 ',ss1 Pit 18041-643-W71 15-014 . 1 SEE LIMITATIONS FOR 4N SHEET 2 - y'0/�L�j,. As,T_ Q Y: ,r .-ma11:t 19,cnm ..x.1ot>LHe�M�ermm� MATA90 Ite WALM A 11LLW Jr.P.E +. �A QR-EF- n emrny mt `3F RLOR10t LTD.#44157 T v.rxaa oz+gas a- 3MEET ` Ilttti)ttiLittl wN.Eo. POURED CONCRETE TE OONIMIION C5 (SEF SHEET 13) 0.060•TNICR$.5. RORER HOI151NG �)D 5 tom•S.S.s.u.s w/1/2-* GUSHTNGS MILLERS)NYUob5vil C".) x3/i•TOP) D INYLON (Tyyp. BBOOTTIMM),EICCEPT AT ROLLER I 8 HOUSING M.) 110.3•S.S.SMS W/ 3/16-ALUL 0.373•LONG NYLON BIISHMG W/A 0.150• POP RNEIS, ILONG TOP gCTTON 0.500' O' 0.0. O.D.AND 0.245'IA.AND CONT.0.163'x0.270•x0.030' D22T'LONC BOTTOM UL7pAFAB WFATF6:R SECTION 0.320'O.D.AND SR2IPPMG FA SDE C'.) 0245'L.d. or ( ) I ®t 'aa� TO�ON J 1 aU f4 (SEP SCHEDULE xx ON SHEET 13) u�cL�s ON I 3� (SEE SCIFD1fUE 1 or • MIN.SEPARATIONq ON SHEEP 13) - ®T 1/4••x 1•TEN SCREW OR 3 GU (SEE SCHEDULE Or LASS TO 0 X44 I 1140-2W.1-S.S.MS ! OPf10NA1 RAW AT>fl NUT &wAWASHERWASHERO 4.D.C.0.G ON SHEET 13) (NON-smoc URAL) 7 ®t '^ ALTERNATE 3/16•ALUM. I OPTIONAL RAIN GUARD POP RNE,S I,v D.C. I (NON-STRU MURAL) AT REAR h 9 I S o ALWJWTE 3/16•ALUM. . B ALTERNATE LEG S•, pop O 5'.O.C. 33 1DumoN WTBHFEAR. I Cj 3 3/16-ALUM.POP RNETS ANCHOR d 0015/ 71011 C, n , 9 O 10'O.C.BOTH SIDES - (SEE SHEET 13) O/IB-ALUM.POP RNEL r _ 10'D.C.BORT SIDES r///7 EDGE OF / . 0. SLAB IEDrE OF APPSE SLABAPPF LE . POURED RNUIt,ED7 OONRSIIOl105 (SEE SNEET 13) POURED CONCRETE POURED CONCRETE / REQUIRE). _ •YIN.ED. RCONI EQUIRED PAIN.E0. 'MM.E0. (SFE SHEET 13 ) .MIN.E.O. TRAPPED MOUNTING INSTALLATION_ ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 76 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK 1 SCALE:N.T.S. yN t /A,, FLORIDA BU,LDING CODE (High k Non High Velocity Hurricane Tone) ®2015 TITECO INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DMVN e"- NOTE FOR COMBINATION OF SECTIONS: * E.D. -EDGE DISTANCE Q,•'• ,EN • '9 - 1-MOUNNNG SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) w/1D/t5 IN ANY WAY TO SUIT ANY INSTALLATION. a_p_ - IL E C O tpc. FOLDING SHUMR CORP. DATE •;* TlLLTT TfSDNO h ENGMEERMO COMPANY Ww PALM�AL'N 873413 /c-ac'e�{ark•T1�F e�Ks.ala.a.saam4 n. IN 15-014 1 SEE LIMITATIONS FOR®ON SHEET 2 y 09•• M'^"" �4�� p°xT�re� -191 -t&W h.K-es7t mat:Uteee0aal.ean .IWAnpehiA4•a.aern A+AWNO N. W.A.TIL'J7.'5. a�r o xc an r FLORIDA U./44167 SHEET 7 OF 13 IOlan'.1 U��q\ J w�ca1 Baro'MIDI. 3PAx TxE RR SCNFDIIIE IDOL xPl1 Rmloan (�SO4]OtQ Ix)RaAS oP 1/4•a rAPLV6 X X Atcllas GrP.>(sEs sasDlxA / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(R1BE TOP OR BOTTOM) IV 1 4•. •-TOC:eoaw ——— — ———————— ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS ( Ar AD t�NanaPtulr, 0 0 0 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE SAN UK pm�s -- TUBE PRODUCT eo T"AUX o 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM lmmU 'm.i 1/4Y.3/4•TEX SCREW 1�- TUBE TUBE TUBE o e oz rx+•w 3,.r n 4a•w 35a• 60' 106.0' 13 8 5d•.t/ax u,olx ,.1/r.tDartt !i n AIIIIL ANOIE re.azAl.AtxAr: 2"0'0/8- 96' 85.0' 17 10 (ss sosn4EI PSE SCHEDULE) ANaE 144' 69.0' 13 8 ( 80' 117.0' 17 10 35.'e: 3;�T*IfOHA H °' At 4 - 2'x4"x1/4• 96' 110.0' 21 12 I=SCHEDULE) �t �d - ED'OrPJ 144" 91.0" 21 12 AY snw t� 80" - 109.0• 17 10 TYPCAL E7—NATION (TUBE AT MP) 2"x5"x1/8' 96' 100.0' 21 t2 spm BE MOUNTING INSTALLATION SECTION X 1 144" 1 81.0' 17 10 sae a13 WAX SP~'TUDE LDM •1/3•tat80' 124.0' 21 12 ED.(rm.) mmm, I/x•TP. 2"x6"xt/8" 1 96" 114.0' 21 12 1 144' 93.0" 1 21 1 12 a o* Y:•'n N. w rw w 3,.3•w *VALID A150 FOR MIABOVEOHEIGHr TUBE INSTALLATION ONLY WHENDTH THE SU ROBLN OF THE O E 1. SOL roI/�A 5T1lfTTEas HBGFIT'ABOVE&BELOW UNGTH WNDOES N(Yr ON T�EXCEED THE MAXMAPRODUCT SPAN /a,.lDlOTH t BOeFre AIW. (� SCHEDULE) DEE StllEetnq y yTABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE BE AT MIDHEIGFIT) IMUM 1/4;0 31C mcsaLa o 0 0 0 TUBE PRODUCT MAXALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS I 1 e'az ——————— SIZESPAN SPAN LENGTH EA. END PER END OF TUBE ----- • SMM Tam.`PER SCHDULE70.0' 13 12 — ------- -- -----•-- 35dd/4,.LO1C,N . coa Ta ARLor (SmuxaE _ 60' --(a)1/4•x 3/4-Tea SCAM Sm H�RD 9mmu Z'x4k1/8' 96' 6.0.0" 17 15 wuam mN�2J mow sOw t Ar r ea.Lvrnua - s• sP�g 144" 48.0" 13 12 aA tnnmro CONCREVE (>)Iexrs aF 1/.Y rAPo'vs TYPICAL ELVATNNI WBE AT BOTTOM) 80' 87.0" 21 18 ANOgR3 OrP.)(3ED sOtnLaatl BLOCK wt��ATL TIRE YOIIATi143f: INST�!TION 2'x4'x1/4• 96• 79.0" 21 18 SEC112TH Y s»w LURE 144' 65.0" 21 18 felA x 3/4•TEO SCREW 3Ya•w raY w 35.,.1/4• 4 1tyPBO" 77.0' 17 15 Ar oC LaR"RALLY. LE,@IH W Te ALtAL ANGLE OPEMNO 1/1"TTP. l>)S Or tt;EE snmmE7 _ w 2'x5'x1/8e 96' 70.0' 21 18 .)(SEEscl�tALl O t 144' 57.0' 17 15 � 80' 88.0' 21 18 OT / 2'x6•x1/8 96' 81.0- 21 18 Z Z 144" 66.0' 21 18 5 o O O o INSTALLATIONS DETAILS WJ SPAN TUBE INTO POURED CONCRETE 1pa.31rTMiBMW -------------- OR GROUTED CONCRETE BLOCK WALL Low ULM a r OL o o O O o O SCALE N.T.S.(s,Etx3out11 -------------- ~Sw 6063-TT!EE AIS SC 9111E O O O O O 0 SAN roeE Rn �'� MAX.A.S.D.DESIGN PRESSURE RATING-172.0 PSF ,.•'w 75S w 31 1/4' ia+atm4 eoe3-m FLORIDA BUILDING CODE (High &Non High Velocity Hurr(ecno Zane) 5 Ot (m SmEmqn �?' •,9''', ®wIs rntEm Mc TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAM ec 01 = IL ECOIwo. FOLDING SHUTTER CORP. 43DA �OnOn CON= NI ' � TILLI'T TESNNO R ENGINEERING COMPANY XR IE OREITT RACE - �� MOCK a FMOLMtED rw w 3•xr 3•.x,.1/•' ' :Q;` e>9s M.a 3m..tL.>za Ons.vnou t3rteO4 M1 3)IP4 VY6r P/LY BFMI FL 33413 15-014 (e),/a•.3L4�•m�I�s��s�a�r ( Te AVp1''' TYPICAL..ELEVATION (TUBE AT YIDNEIOFIT� � .4i vR.».(�mralyo.rw:(m+7m-1vt PN:1900-643-esn AT x a6 tll.lW lYNI.'.l.Y• I,IOII:4ltetoeml.mm ...J•MInO.Auttelemn ORAaINO No caAu TUBE YOUN71N0 MS7ALIATION Fl SEE LMTA110N5 FOR ON SHEITT 2 WALTER SWEDULP A 11Lilf Jr.P.L ax.r mono m1 .a r xoonvl o,N SF. Z ® y� ", L'u �1!' Fi«atN LIQ!44,e7 mA.". SNEtT a a,3 I 1/4'0 V 1 3/4- 101. mm_ m is.0 DMPM CLASS STRUCTURE (sm gm 13) &7W Mrj SMUCTURE 3/8'*117112S ;,pn /4* _@ \ T Iff MP 3 1 la 11r.3 or or or O or t 3 END_CONDITION 90, 2 311orOR 4 SH WN Ie OR/_ a*0. m Nam 1) (21P 'D 30'C.C.0 -HORIZONTAL SECTION 20 111-0=4=Ip sc TO fw SPAM MWONTAL SEcnow SOWN 1w BE ftsmum F-0 mw U"m W= Orem vamm) MMWR OR Daft AVATS#M" P wrmm OR EQENR) OR OMMOR) j: ns TIC WY vARY JIT LA4i SLAT[1T MW*WMLAMMJ OW, - -- f /—(j)OR(5) 4 ODR(5 'rAPWR/aWZ-FM —SHOWN SHOW 'p IR OR sm Uwwms FOR 80N SW 21 ANCHOW 0 it TO EX SyRucrum RM_ TO BUILD—Ou END _0000 J/16'PDP FahTs 11r ve-MIS w/ END LOCK ANGLE Nurs e u o.a -ENO LOCK ANGLE NOTE.1 H=om sErnck �4 TIX ONE LOCKING TUBE, PART INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR X ONE INTERIOR CENTERPIECE CV;rVZPj=&W OR .5 , INSERTED THE BOTTOM OF EACH LOCKING TUBE a A O.C. MU&SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100*OF THE TIP SHALL BE SQUARE, 0.357"x0.357•AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED 010,0 MIDSP post UP INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1,100*OF THE TIP SHALL BE 0,363'DIAMETER WITH TO 144'SPM SCREW WAY M HSIAIM A 0.200"LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE Top AND ROUND BOTTOM OftEMM CR OF THE TIP A SQUARE, 0.475'xO.475*x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR(5 ALUMINUM LOCKING TUBE @,A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST 13E INSTALLED. ONE SHOO (1)PIECE, 1.375' LONG, WITH A Q-366"X0-369'xO.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- cows NTM" DEEP BY 0.168'WIDE CHANNEL To RECEIVE THE THERMOPLASTIC COMPRESSION LATCHf NG LEVER. OR DaMM) SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0 HOLES o HORIZONTAL FLANGE OF TOP'/BbTFOM TRACKS. DRILLED ON THE OUTER (WX) vi4OR5 W( SHO ALTERNATELOCKINGSLAT CORNER LOCKING DEMI TIM 4MWDWAL SWrCN FLOROA BUILDING CODE (High& Non High Velocity Hurricane Zone) TMAN 11 FOLDING IMPACT PROTECTIVE SYSTEM mAm sy, END INSTALLATION DETAILS CONCRETE, a TUM m No,44 167 CONCRETE BLOCK & WOOD AS APPUCAB �F_Fm�Dj:w Sgflmrm�R mm ER - %AW am ase:�g-­LFGNG COMPANY RACE 15-014 "UmIT X1 4+167 MT 9 or 13 127 l�ILMM7<! PER 1 BURD-OIIf 11MJM A � sEL•RON 4,s+EEr 6 A (2)3/16-PEP Fmm Y r 2•■1/6- EACH LEC OF 2•r 2' ALWBIUY AOM 'Y4 ANME LEG WY FACE AWY FROM CPO" y, bP NO.NO MCNO g mi FeiZMUD TO RW qy; 19 13 �` mm-w pOEOEr PER SECDON 4.SHM 6 (2)3/18-POP RNEIS, MR UM OF 25 MTEAw6E MAa EXTERIOR ELEVATION bm-SM;:AT HET PLAN_ VIE A—A 1 BM AND SILL AND BOTH StpES . MCM OF PRODUCT T 1/2 r 1 T 1 r OPTIONAL SIDE ANGLE mm s /18}HgE m ut+.uuwuUtt ir+<if3�mP o-2 R (FmsFLitON L sNEEr e) ` TUM DOtmM OR To ML(x mum) d1EiEj4-tt TAPLONI -FAZNGRs EA MME m sue ® 1/4.4 r 1 3/4• . ENO PIECE'S WY UE nAT TAPCOILS/CRETE-}tE74' �Q DN OR L W ANCNOrS O 18.O.G l�� .5,-.• 3J/6-svP W,E*Ort •t'•" 'Q`V �• 1/4'r 3/4•iF]($ EY6StN0 STRUOSt1NE 3 UK ^ C_ONfR PO/�ST ISDMETR{V ••fi s<metAe of ooNO1RTE (ITP.Af mP AND iTOETME SEAffi) {9 END END pmts WT 1E nAT v� DID 2 J.1ESF'.Li.D END CORNER POST CONDITION—W FLAT END NOWONFAL SWOON T FLOPoDA BUILDING CODE(High de Nan Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE '� �`� �� = ®2°'$"` ° TITAN It FOLDING IMPACT PROTECTIVE SYSTEM MVV of A6/M L No.44167 63/16 1s CONCRETE BLOCK & WOOD (AS APPUCABL.E) *_ lac O Fa ING SWM CORP. GAU o fiTWT TESANa e:ENGINEERING C04PANY 7082 NEYS11MEf RAGE N�NE s a xa VENNP esus n 37+ea MEET P}W WEACK FL axis 15-074 ''k-NO-1 t+e+.t{S051Ost-ttSq.T.s t tmJe}1-1315 R6 IeOO-6}.1-W" (� a-sn00:tiftecaeanE.eem wws./MBrgdrALereun DiE{Mt0 Ne \ WN3ET®A-0OA06�71JOr.P,E, er.� eons�s nrs r.r ®fe m ' /,, ty' L FEOt6ol UC./�E{S87 w.w A WWW M OF 13 iz,!` - wAu FINISH �."�. OPTIONAL RAN HOOD (NON-STRUCTURAL) WNL.FINISH `r•. x3/4' CONINEDIM C2 $ R0 ER H�OUSW6 LOW ss.S.M.S. GS 1/2•0 OP) LONG NYLON Bl15HNTS CTYP.TOP) AND 1'LONG(Typ.BOTTOM).EI(CEPf AT ROLLER HOUSING(rrP.) 01060•THIP(SS ROLLER/IOU51N0 WTIONPLCT HOOD (NON- lK zt RODLJtS _ 3 (NON-S7RTURAI) FT I s 240 COttT.w00D 3/115-ALUM.POP •�, 'HEADER REO1). I /f0.Y SS S.U.S.W/ eta RNfTS,O 1B'O.C. 0.373•LONG NMN COM. BRhNNG W/A 0.190' 0.163•.0.270• $ �� 001lECIION C1 LONG TOP BECTONMDN 0.900• .0.030• 1 O.D.AND 0.2x5•i.e.AN Ln TRAFAR 1 Or 1 OS23•LONG SOMM WET}�ER b SECTION 0=0.O.D.AND STRIPPING FA ® t o.za•T.d SIDE(lrr.) � \� s^.`fj a/ ecie OG 1 ' I MIN.SEPARATION MN. GLASS ON 2S4CONT.HEAOER R C) TO GLASS SEE SCHEbULE / or (SEE SCHEDULE 1 or i �(ON SHEEP 13 ) ®t ON SHEEP 15) ®t 1' 254•CONE.WOOD I I T PLATE REO'D. _ 1 5 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) t7Ga�s11I1H c � . WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone), t SFE LIMITATIONS FOR®ON SHEET 2 y�Q'..•��CENS�c•. ; ®2015 mmoo INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN B* NOTES, NOTE FOR COMBINATION OF SECTIONS: �Na. FOLDING SHIJfTER CORP. u/10/t5 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO 1- MOUNTING SECTIONS CAN BE COMBINED 7GfiG IEIISTRFET PILE DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOUAI. TWT TE9TIN0 h ENOINf:I:RIHO COMPANY WEST PAIL BEAGI FL M IN ANY WAY TO SUR ANY INSTALLATION. t3 ,� '•'' as»N+.aen m..w.EN INEEF NGC n ANY 15-014 �O'•, •<L rom.(.mMr,-,%ta.Fa,paeM+t-,v, FH,NIW-1143-6371 O -ma1i:tit..&..I om .wJtlAnq.hulMmawn DRAWING No WALTFRED- 19 PE �. -ry sE�V� Aff FLOMOA Ila.a 44157 ," a�w , SHMr 10 OF 13 M1�N 1/4.0 a 3/4.7EKS SCREW DR 1/C x 3/4' . BOLTS W/N11rs d•.WASHER O 47a8'(01m)EJOSIING WOOD BEAM REQUIRED.SDRICAIRAL ADEOUALY .�y= OF OW"NO WOOD BEAM TD BE CER71FIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR .0.060•THICK Ss T SEE LIMITATIONS FOR ®ON SHEEP 2 TD PRODUCT INSTALLATION. ROLLER HOUSING 2'x4'CONT. ' D HEADEROPTOIUL RAN HOOD NOTE FOR COMBINATION OF SEOTIONS: REQ'0. EQ' (NON-STRUCTURAL) .? 1- MOUNTING SECTIONS CAN BE COMBINED 1 C0 Og Q �70r.T SS.S.M.S.w/t/2'0 OP) IIN ANY WAY TO SUIT ANY INSTAIIATION. LONG NYLON.BUSHINGS I Hyp.TOP) A7ID 1•LONG(r P.BOTTOM).E(CEPT �{�, AT ROUER HOUSING(TYP.) NOTES, /_PTIONAL RAIN HOOD :.r i v-'y-M;,{.,`: I (2J WA� .^a 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 2) NON-STNUCRrtthl) .0 SE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL L7 �. I I I�p,t155Y(RTP.) it � ii II I 8 I II F— I 3/16'ALUM. POP RIVETS J10•3'S.S.&M.S.W/0.373•LONG NYLON K��.LEG o 1r O.C. BUSHING W/A 0.150'LONG TOP SECTION 5/16'ALM. I LDCA110N CONT. 0.500'O.D.AND 0.245•Ld.AND 0.22r LONG I Pop RNETS, (SEE NC)E•) O,t53•xOOOWff. .Ob' BOTTOM SECTION 0.320.O.D.AND 0.245'i.d, a 10'O.C. UITR/FAB WEATHER �•) MIN.SEPARATION' STOPPING EA,SIDE TO C1A55 ' •) I 1 br ®f (SEE SCHEDULE 9 ON SHEET 13) 1 or®-T YIN.SEPARATION N �1 -HUN.SEPARNQTON W.t (SEE SCHEDULETO $x (SEE G�� ON SHEET 13) T orI' ON SHEET 13) -or ® f y - . ALTERNATE 3/15•ALUM ALTERNATE LEC or® f POP RNETS O S'D.C. _ LOCATION OPIIONN.RAIN GUAFRI I I r=�T� __(SSEE NOTE ) (NON-STRUCTURAL) ALTERNATE LEC AT REAR. I 1 -1 T}�T II LOCATION i ��` L J ji II -T1 F (SEE - NOTE-)-7 II ALTERNATE 3/16'ALUM l L���J I — I I t I t t POP RIVETS O S'O.C. 2•x4'CONT. F_ AT REAR. WOW PLATEI t��==_Il 1 t 1I; 9 6� #k,.=+`,••:,t-es u.I � g REO-D. ^ v 3 3/te•ALUM.Pop RNEIS . ^ 9 -- o SI o to-o.c.E St 8 •s L': I ling s/w ALUM.POP RUM O 10'O.C.BOTH SIDES o 8 @. @. >40�WEQ E0. DECK REQUIRED ' 8 2•k4'CONI. I Y 1/4Y a 7/4'iris SCREW (NO FINISH A m% WOOD PLATE I 'a 3/4'BOLTS W/NUTS ^ 1/4'W a 3/4'TEKS SCREW R@11 1 W/5/B'WASM OR 1t 1 h 5 8' Eat O 6'O.C. 00TIECTtd1 Ce - t/4•a 3/4 BOLTS W/NUTS& VI I CONNECTION C4 5/5•'WASHER a 4'O.C. f 1 2'YIN.CO., z'MN.ED. 1111 a WALT.FINISH WNL FT4ISt Aui�D-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION LAW (BOTTOM) SECTION 7W FLORIDA (High 9h b ) F10RID4 BUfLDING CODE Hi &Non Olt Veloei Hurricane Zone NOTE 0:ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED •''�CENSF': ®20ts TILTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEU Au AWN Br INSTALLATIONS DETAILS INTO WOOD = IL ECO�IIIH:. FoLMSHUM CORP• °'a°EI SCALE N.T.S. AT a� �'= TiWT TFSnNG R ENGINEIRRIG COMPANY 7058 HESTRET PLACE we NW.JAB.gy.at.JOS,WflM 6vmD4 R JJtAA WEST PALM BEACH,R.x413 15-014 9'. •LZ` Pb�:{>mpat-tmD.Tm t fJmlmt-trot PM 10°0-843-&71f EB-GTS I.Oan waYalSMVwSt�mn DRAW=W. WALTER A TILT Jr.P.E. i/�/AA�•'• `I h FLORIDA,U./44157 twrve tm SHELT T/OF 13 IIIIIIII MNTO GGIAASSS aN I N�TO�N t (ON SHEET IS) ( (SEE HEFTSCKEIS, I ON SHEET 1]) 3 W. IM aPItON4.RAIN GUARD .4 I (NON-STRUCTURAL) }� a� 1/4"1 x 1'TEN ALTERNATE]/1 e•ALUM n SCREW OR 1/41-20•x1• POP TENETS O 3'O.G S.S.IAS WRH MLR& AT REAR. m g WASHER O 1O.C. r 3/16•ALUM.POP RIVETS O 10.O.C.80111 SIDES EDGE OF S1A9 --� F APPLICABLE EDGE OF SLAB ALTERNATE LEG& qq "4N CONNECTION C7 IF APPLJCA13LE ANCHOR LOU7ION (SEE NOTE•)�N - DECK MIN.WOOD PECK REQUIRED (NO FINISH/610WED) CONNECTION CO EDGE OF 2•MN.E.O. . SLAB IF EDGE OF 2'MBC.ED. APPLICABLE SLAB IF. "PP"GABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTITNG INSTALLATION I MIN,ED. 1'MR.E.D. NOTE FAR COMBINATION OF SECT10N8: SECTION 78W (01 1TOM) 2•x0•MR4.WOOD DECK REOUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (No NNISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MDL.SEPARATION 2*xe CONT.FLOOR MOUNTING INSTALLATION PIATE RED'D.W00D (�CLAM SECTION- 7AW (BOTTOM) NOTES. ON SHEET"' I- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL - - WALL FINISH 1 (])3/16.11 LAO 2' 2-SEE SECTIONS BW& 14W FOR MAX.AS.D.DESIGN or®t Q PE7LETIuIS 271 2'MIN. I Mw.ED. PRESSURE RATING& SPANS `r 1•x 4'x 1/8' b (2)OP RAFTFR/1RUSSES `;z AWMINUM TUBE sEl> 114'x4'(6063-TE)Fur —EXISTING 2X WOOD g RRAIE W/1/CI xt'TEN TRUSSES OR RAFTER 2k4'MIN.WOOD g SCREWS O S'O.C.IN AT 24.OA MAK STUDS O 18'D.C. 11 I 2f 1%ETWEEN TRUSSES OR .300• - 3 RATE w/1/4'1 x1•lIX SCREWS O 4.O.G IN T L (2) I/4./TOWN OR 1/4Y CRETE—FLEX fiW1w0 7O.r-IN ANCHORS aR 114 NDS WOOD SCILEWS OR 1/4.1 m 8 EDGE(IF APPLICABLE) NDS uG SCREWS AT MTOWIDTH OF EA.STUD W/ g 2 1/2'Min.THREADED PENETRATION INTO WOOD SND 1/Fs x 3/4'TEK (2) � 1/4•TMX.PLYWOOD EaSRNG SOFFIT SCREW OR 1/4•-20 x 3/4' ROLIFRS l110x3'S.S.SLAPS W/1/2'1 x3/4•LONG SS BOLTS W!NUTS& NYLON BUSIBRiS(TyP,TOP)AND 1'LONG 1/4'1 x 3/4•TEK WASHER O 5 O.C. CIV;,BOTroT.l).EXCEPT AT RrnJFR HO,SMO $ SCREW O 6'O.C. 110 x] S.S. X.S.sw/ I a i �•) MOUNT TO WOOD' STUDS MOUNTING INSTALLATION 0.]7]•LONG FMON °"�PSECMH150 INSTALLATIONS DETAILS �� LONG BO TOP SECTKIN 0.500' SECTION 1.4 OTTOM) O.D.AND LONG TT AND ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 037x•LONG BOROM M01.SEPARATION U jp FA9 INTO WOOD F,A, SECTION Dago'O.D.AND TD CHER WFAIHER T Q� \\\NIpLLI(LLL(F!F AAAr FLORIDA BUILDING CODE(High&Non High Velocity Hurrimne Zone) 020.5'Ld. (SEE SCHEDULE SIRIPPING FA Dr ®t SCALE N.T.S. \ �' (rm.) ON SHEET t]) SDE DTP.) - GENS' �9G'' ®2ols mTEco NG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mwN IL E C 0 1M4. m/ATE J FOLD9�G SRUFIER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION _ 3/f '*� DLL7I TEST NG&ENCIN ELOMG CONPAHY 7=HDASIREr RKE �/ eIL T lm. w aoN WEER n.Anse WEST PAW BEACH.FL 5141] 15-014 SECTION SW (TOP) ?�; (ATTOF :� ,a..L>""';'�� -,�, .wrm' oRA14 NG Ne MAX. A.S.D. DESIGN PRESSURE RATING +60.0, —60.0 PSFwADF1®A.TRLD71Jr.PX �� ena o•r enR.rm, exe \ FLORIDA Ua 1 44167 �, nm mown a SHEET 12 or 17 a • N!(111p11p►l MAXIMUM WIND PRESSURE (Ps.f:) CONNECTIQN CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE ANI ORRESPONDINCs M iMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) 4TS SPANS SCHEN FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE k CONCRETE BLOCK 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 1UtSAA1 SLM SPAM A WX ATIOU9E CONCRETE CONCRETE BLOCK STEEL WOOD r RGA"" CON. ANCHOR ANCHOR ANCHOR_ CONCRETE CONCRETE BLOCK vnsmt ttxranE ATTGP ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR 1'7'1 r a eanoli TYPE SPACING TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPES M1 C r) 30 psf 144.0" 144" 180 Ib/ft A B C A C E ACF A B C A C 60.0' 60' 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 IB/fT 3 FT g 417 LB FT - 38 Fr - 134 LB Fr 35 psf 100.0" 100" 146 1b ft C1 6 473 LB FT - 418 LB/Fr 236 LB/Fr 202 LB/FT 383 LB/FT 432 LB/FT C1 461 LB/Fr - 4.18 LB FT - 202 LB Fr 144' 144' 210 Ib ft 12 387 LEI/FT' - 3 166 142 LB FT 271 LBI. 3.47 LB FT 12 375 LB/Fr - 334 LB/Fr - 142 LB/FT 60.0 60 100 Ib/ft C2 9 456 L B FT - 362 LB Fr 250 LB FT 190 LB FT 318 LB FT 380 LB FT _ 40 psf 100.0' 100' 167 Ib R .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 - 190flL13F 144' 144'. 240 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LBIFT 257 LB/FT 329 LB/FT 6 502 FT 419 LB/FT 285 60.0 60.0" ' 115 :'b/'ft b ft 9 372 LB/Fr - 309 LB/FT - 134 80.0' 80.0' 154 Ib R C3 6 496 LB/Ff - 375 LB FT 236 LB/FT 202 LB/Fr 298 LB/Fr 405 LB/Fr C3 5 469 LB/FT - 375 LB/Fr - 202 46 psf 97.0 97.0' 187 Ib ft 813 LB FT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/Fr 3 760 LB/FT - 572 LB/FT - 304 115.0 115.0', 221 Ib ft 9 468 LB/FT - 370 LB/FT 157 LB/FT 134 l9/FT 256 LB/FTV1LB/Fr 9 445 LB/tT - 370 LB/Fr _ 134 144' 144" 278 It R C4 6 592 LB/FT - 446 LB/FT 236 LB/Fr 202 LB/FT 357 LB/FTT _ _ 60.0" 60.0' 125 Ib ft 3 972 LB FT - 602 LB/Fr 389 LB/Fr 3.64 L13/Fr 50D LB FTT C4 6 561 LB/fT 448 LB/Fr 202 8§.0 89.0.' 187 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT T 3 912 LB/FT - 682 LB/FT - 364 LB/Fr 50 psf 700.0' 100.0" .24B Ib ft9 226'LB/FT - 224 LB/FT - 83 LB/FT 120.0' 120.0" 250 Ib R 6 421 LB/Fr - 334 LB/FT 122 LB/FT 125-LB/Fr 214 LB/FTr 05 6 339 LB/Fr - 334 LB/FT - 125 LB/Fr 144' 140' 3DO Ib ft 843 L13/FT - 670 l8/FT 243 LB/FT 250 LB/FT 432 LB/FTr3 681 LB FT - 670 LB/FT - 250 LB/FT 60.0' 60.0' 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FTT 9 221 LB/Fr 251 LB/FT 215 LB/Fr - 81.0" 81.0' 410 LB/FT 487 LB/FT 323 LB/Fr - - 207 LB/FT 153 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - R C6 - 55 vat 100.0 100.0' 229'16 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT 120.0' 120.0' 289 LB/FT 301 LB/fT 183 L8/FT - - 114 LB/FT 153 LB/FT 3 863 LB F7 756 LB/FT 646 LB/FT - 137 134' 330 lb/ft C7 3 358 LB/Fr 402 iB/FT 244 LB/FT - - 152 LB/Fr 204 LB/ C7 4 232 LB/Fr 236 LB/FT 183 LB/FT - 60.0" 60.0' 150 Ib ft 3 310 IB/FT 315 LB/F7 244 19 FT - 60.0' 8.0,0' 200 Ib ft 2 - - - 305 LB/FT 12 388 LB/FT 460 LB/Fr 409 LB/FT - - 60 psf 100.0' 100.0 250'M ft 12 491 LB/FT 596 LB/FT 409 lB/FT - - 265 L.B/FT 168 LB/FT 8 582 LB/Fr.691 LB/FT 614 LB/FT - - 115.0" 115.0' 288 ib ft C8 B 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/Fr 252 LB/FT 6 777 L.B FT 921 LB/FT 899 LB/Fr - - 131' 128' 346 Ib/ft 6 982 LB fT 1194 LB/FT 819 LB/FT - - 530•LB/Fi 336 LB/tT 59.0' 59.0' 160 Ib ft 65 psf 92.0" 92.0' 249 Ib/ft 100.0" 100.0" 271 Ib A MIN SEPARATION TO GLASS SCHEDULE ANcrtoRs scHEDUI.E 115EE GENERAL NOTE C.2'ON SHEET 1 126' 123' 360 Ib ft 60,13 80.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING YO 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 1b ff SPAN HURRICANE ZON HURRICANE ZONE& 591' 518" 167 lb/ft_ ZONE 1,2.3 ZONE 4 A 1/4'0 TAPCON W/ ADVANCED 3.50' 2.50' 9 N/A 4.00' 4.00" N/A N/A THREADFORM TECHNOLOGY 75 psf 100.0" 100.0" 313 Ib ft 5'-10' 21/2' 1 2 5/8" 117' 114" 387 Ib/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' 80 psf 113' 111" 400 Ib R 90 psf 107" 104' 424 Ib fL >5'-10" 2 5/8'+ 1" 2 3/4!+ '100 psf 101 99' 447 Ib R TO 8'-3' C 1/4' 0 CRETE-FLEX 3.00" 3.00" D N/A 3.00' 3.00' N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87" 82" 484 Ib ft E 1/4' mITN-BUILDER N/A N/A N/A 1.00' N/A N/A N/A 2.00' >8'-3' 3 1/2" 1" 3 5/B' TEK SCREWS 130 psf 80' 76' 483 lb/ft TO 12'-0' 140 psf 7+' 70" 484 lb/ft F #14 NDS WOOD SCREWS OR N/A N/A R N/A N/A N/A 2.00` N/A 150 psf 69 66 483 Ib ff 1/4. NDS LAG SCREWS 160 psf 65' 62' 483 Ib ff AS DEFINED BY ASTM E-1996 STANDARD. ````��OIL 1 FLORIDA (High 9 AY ) FLORIDA BUILDING CODE Hi h &Non K h Vdoc' Hurricane Zone ehOTg; + EXCEPT THAT 3 5/8' SHALL BE USED Q. 'Q�$ 4;isat5 mTYm INC. TITAN'II FOLDING IMPACT PROTECTIVE SYSTEM GrV I POSITIVE ALLOWABLEA.S. DESIGN PRODUCT 5PµFORA FOR MOUNTINGS AS PER SECTIONS 3, S�; '�\CENSE''•. ..n7Ne L-: ptJSRIVE ABLE PRODU PRESSURE RATING. .¢, 4A do 7A. - L-: N ALLOWABLE PRODUCE SPAN FOR A - OJ/10/15 GIVEN NEGATIVE A.S.D.S. DESIGN PRESSURE ••:,*E FOLDING S00 MM PL CORP. DATE M7ING. s _ I L �E C®�N�. _ * 1', TINT TESTING Q ENGINEERING COMPANYgE DEAfSI,fL 33N3 FINAL IJAxINUY AuawAls.E PRODUCT SPAN IS _ --o,a S TE!OF :� Rd.J60.iJ„T4.JmS IRON aYYD4 R 3l1!! EDUAL TO THE L INIKI 1M DEFMW ED PRODUCE i'p P '(V��� e�°m�'on's®Ttew�oo'oLee' mT''�' .w�.Fd&4d tle:aaem GIIAxING 1b SPAN BETWEEN"L+'AND'L-". i �(`•', 000 .. �• .� FP--t1o0G7t8 NALYM A.TUIT Jr.P.C. oas• :n r �A FLORIDA U./ute7 MN. SFIFLT 13 of 13