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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 0. penalnto( 13C IS Home Log In User Registration Hot Topics I Submit Surcharge i Stats&Facts I Publications FBC Staff ; BCIS Site Map Links } Search Busines Professi I *USER:product Approval Public User Regulation Product Approval Menu>Product or Aoolication 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 ® 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 Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 1�44re•//4lnrirlal�iiilrlinrt nrrt/r�r/r+r ar�r+ �f1 acr�v`�r�aram=av(tFiVY(ltisrtTln�r7aR(1r�T�r�(1(1s�F.r17 7/1/701 S 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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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: d®0 E SCCU� Att?N:IC� httDs://floridabuilding.oriz/Dr/Dr aDD dtl.asux?naram=wGEVXOwtDav2aBOnHnOOeEr17,--. 7/1/9015 f r.FNERAL NOTES• 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTETA MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(Hii AND OUT OF THEM "Ma). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4'0 CRETE-FLEX.AS WLNUFACTURED BY TTW/BUIDEX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DEIERMMED AS PER SECTIONS 1620(WIN&1809(NFMff)OF THE ABOVE MENTIONED CODE• FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A.DIREGTIONALITY FACTOR NOTIM, Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN OFHDFR TO VERIFY THE ABOVE CONATION,1UlTMn DESINQ WEED LOINS DEiMMIIIED PER ASCE 7-10.SHALL BE FUST MI) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 NCS WOOD SCREWS OR REDUCED TO A.S.D.DESIGN WIRD LOADS BY MULTPLYNO THEM BY 0.6 IN ORDER TD COMPATIE THESE W/LPX.(ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR CI THRU C4 AND CES THRU CS OESIGN PIS RkTPM INpCAiFD ON SHEET I& CONNECTION TYPE AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ODER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.A DURATION FACTOR CD a 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 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&1009.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL.,ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.ET.I.). HURRICANE TESTING LABORATORY'(H-T-L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CI ABOVE TAS-202 AND TAS-203,AND AS PER SUBMTITM STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1818& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MM.)MATERIAL 2. STAINLESS Sfm.SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE 1 10 x 3•.410-HT MINIMUM SERIES W/173.6 ksR YIELD -1/4'0 ITN BUILDD(TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 k9l TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Cc,BOX 507.WEST CHESTER PA. 19381. HOLE 3.ALL ALUMINUM EXTRUSIONS'SHAIL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEEP 2.MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW 1'. FOR 6083-T8 ALLOY AT SLATS SHALL BE FY-25-9 k9L - 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 latl Y E D STRENGTH AND 90 1-1 TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RNETS TO RE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACH®TO CONCRETE,BLOCK OR 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST DEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PER160S OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS•MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO DUSTING POURED CONCRETE: ' 10,PRODUCT MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER•INC.TO MIN.Yc-3192 pal. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LA6EL SHALL BE PLACED FOR EVERY OPENING. 1/4'0 x 3/4•SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS TO MIN, fo-3000 W. LADEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fa-43350 Psi. 11.FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS.DRAWING PLUS ANY NOTES BURRING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE TS 1 3/4. 12.(A) -THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE,SIIE CONDITIONS DEVIATE FROM THEP.ED. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING TUFE SAFETY OF THIS NO EMBEDMENT INTO STiICCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO DEIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) TMS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE A5 INDICATED ON N0115 Al &A2 ABOVE. (D) HITECT WHICH WILL SITE MEQ PROENGINEER OF RS111EC0 D(E.O.FQ FOR THE PROJECT ADD WHO WIa BE PREPARED BY A FLORIDA RECISTERM LL RE RESPONNEER OR. SIBLE FOR THE PAOPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM 0-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.M.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - GY 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLO ,AS MANUFACTURED BY I.T.W. BUILDER. INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFiS510NA1 ENGINEER THAT -1/4'0 CRETE-FTDX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. 1N4M& THIS DRAVANG SHALL ONLY BE USED TO OBTAIN 8.1) MINIUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4•. PERMR'S IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE BE AS PER SHEET 13. 9.2)3/ SOLO SET ANCHORS(ED.) HALL BE_ENfIRELYELBEDOED(7/87 INTO THE CONCRETE BLOCK UNIT.NO ��.``"SER ,, FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG . CEN fA ®20IS EDIFIED INC. DRAWN BY: MINIMUM SHOULD STUCCO EXIST AND I-MINIMUM FOR WALLS WTN NO STWCO_ - ••N- cS,C�•.9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM RAWN e 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL. - ! ww 1rrrrnu/IO/1s ANCHORS SHALL BE LONG ENOUGH TO REACH TEE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE *, = IES. E y®INC. rMOING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 &8.2 ABOVE. r�J_'�,/ 7�' TINY TESTING Q ENGINEERING COMPANY T PLACE eat aR aal.m s>me.,s+wt aeries,a atlas tt67'PUNT IIEAOL a aura 15-014 �'•. Q` PM.,a GmOmt-tato.fm,Xaas)e)t-1111 law-643-am tam-a -ant �i 0,(� '� P •'� e-tna0:NHemDed.cem ..eldeige,Alw.mm DRAWING No FB ,, A TRUT WALTER 1RLIf Jr. nam¢+Lie../+411n57 mml. :` stRLET 1 of 1a tem• als' 2m, Sem- g zsm' �q�' '.J •� fes' raTs- d .ver 3 s.oe2 as A q 9 w1 � 2' r.u.• � q � Ow -- ax' a luso• tr TsT-T6- ®Sur SLAT NzwoW Q L-END RIOR C RP£EC 00 BE USED INSTALLATIONS, 6063-T6 ALLOY 606J-T5 ALLOY -TS ALLOY MAY INCLUDE PERFORARONS AS PER (TD HE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE E6 DY - ---�--- DETAIL ON SHEET J) 30 FEEL OR HIGHER ABOVE CRAG£ MEASURED AT BOTTOM OF OPENING 6067-116 ALLOY SEE COMPONENTS 20,21 ,4 22 ON yp SHEET J.) _Z far E49e' gr r9W" 2T[9' T.o12' 2[SY R•1T0• @n 1mr 44 .61t .f»' .6Up• .eBF•— e.r2d' —q2 .tm• � a � �. � •�. a .�' .� aAfAX .mo-2.ra.O. RCLLILING I 'ADER, ® BOTTOM SILL ?RACKiPALL HEADER ,�r-� ® r ® BOTroM TRAcx ADAP6063-T5 ALLOY `K - LCOY - 6063-T6 ALLOY 606J-T6 ALLOY aoo• zona i t2 -ono' COMPONENT O b t1 t2 SSze• ® 2• 5"MAX. 0.125 0.125" • .09J' .nso- Q �. K1 mr, � 2' 4"MAX. 0.25' 0.25" o� .oer © 1- 2"MAX. 0.062" 0,062' Dll ® RAIN HODD Di ALT POTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ANtr 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY , �m• COMPONENTS FLORIDA BUILDING CODE(High &Non High Velocity Hurrioone Zane) L `.�� •.••""'••- r/9��� ®To,slalEw Na TITAN II FOLDING IMPACT PROTECTIVE SYSTEM UFA" +: 9------•-�--- ATE IL EC® FOLDING SHU B CORP. D S°'�—I6 ACETAZ �OCIffNG TUBES EO t "� THU�B1� YIWT 7G4TINO&ENOINEEROIO COMPANY Tr P M BEACK PLACE aS' aS 2�[' ;2' eae NII.Tee.. s m..ma+nn�s a v,m wtsr PALM IrAat a l 15-014 FOR & 5n AT CENTERPIECES ® CORNER POST ��/ �€ F ;r4; n�.:r" ,,�.�..weNr,_,�, 1 e: 0006oanirom ...tela gtitflNO xo 4 6063=TG ALLOY 60637T6 ALLOY A•• Q. �: WALTER A.TU•/ty A. , f Jr,P.67 •• FLORIDAaatua/aate� mron � sNLEr 2 OF is • 1rrrNrullutiN� I � �Sa'NAM4T'TPP I (J)ROWS OF i �TaHArTtp i ' 1 /4'/MOLES tDoe i FA.SPACEb oop ";ate ! ; Z 00-EACH SIX TALE t: SOURCES FoR &Q i oxo DIRECTIONS. j r 7 i i OF WINDOW(SEE TAME i) Q,�, SLATS i 0 0 i sUT's ` ; { ' r� STAkX7o S4&'C 4vMxalh£ jKLE 0060 )KLE i i 1pEFDtETCE. mm/sowm FtASNC r o00 I I 20 uaA44ARLxav JT LFxvI TLu xE,m+ Opo ; EHI3CEL 00O ; ��- --� NNW VITT ASTU 0792 0.04.6 ttrfi4 0.043 ie/!d ' 0 ; i N r ' TOME YIELD SMENT114 ASM DSW 9.400 P.a.L 9,500 P.,.I. FTEKUM STRENGTH AT YEID ASTN 0790 12,500 P•e.i. 13,400 P•o.1. ftUURN.MODULUS ASM 0790 340.000 POJ. 345,000 P.O. 2 ; r 2 i e f>dK1 m SNAP-N ENDT; T•RK. i CUP 1ANDOW NOTCHED IZOD ASTM 0259 18 Ft-IE�n 17 FT-1b/In d 2 i A4AX V S (SEE MILE 2) SMOKE DENSITY ASM 02843 47.2% 64.5%MAK o' RATE OF BIIRNINO ASM 0535 C-1 CLASS C-t CLASS SELF IGNITION ASTM 01929 1040'F 980 F StAr I41NDOW �j i ' SLAT WINDOW 0.060'THICK lEmimm ASM 0155 uz ; i ���jjj , POLYC4RRON47E NEWIAIO TENME STRENGTH AFIL11 WFATHMNO ASTM 838 9302 p.J. 8840 P.O. Lgj iWINDOW(SEE Mar t) TENSILE STRESS WTORE WEATHEWNO ASTM 038 6461 P..L 8680 P.%I. t.00O -AW(2)WINDOWS MAY BE iN ONE SLAT SPACED AfAK A A MIAM OP 24'APART, WITH 12'ANN,FROM ENOs of sur RTP&BOTTOM. TABLE Z SOURCES FOR -®SEAT MLZ INSTALLED CORNERS O f �xxmw ' TO E7lIERPJECFS 4 OR(5,NOR AT CORNERS'OP PRODUCT. PROPERTIES STAnRD M,.��,��, 000 i �/t��,+ kyr "'u BLACK NMON PART 0000 00 ` may—' �- EtEuanLwW �j REFFnt.7x:E 1,V314" 000 SPEC 1c_CT vrry _ ASM 0792 0.042 @ XNI4 i o O sots ; !k' ATY KN i WINDOW+ ...,..uw•y WINDOW TENSILE YiLLD STRENGTH ASN 0636 T1,500 P•4.L V064. ROWS or ; tl a8w�. nFaLEe%CULRA IL SINNGM AT YETD ASM D79D 15,000 P.91 1/4'0 HOLES FtENRA.MODULL6 AMU 079D 4K000 p.&1 SPACED /$ NOTCHED ROD ASTM o258 0.e Ft-Ib/ TH , DIRECRONS. ; TP am TNfl2LTAt RYTDPFRiIIF*.• 72� COEFflgLM OF THENMN.EXPANSION ASN D696 55:10]n/W-F `�1 Z—CltIP �•t2lilr�'[lI E� C1uJ- uE1F HG TTD PEEtATHPE A5 Y Uy418 ?F m eE USED ASAV oPnoN FDR ALL NsratAtx>rts ST QT iPINDOPY 0,47ATION UNDER URGE MISSILE.ANY INCLUDE PWOWRONS AS PER RNS DETAIL TYPICAL 1A SLAT WINDOW DETAILS -U0... (2)WINDOWS ANY RE N ONE SLAY SPACED / y /�J��,� LIN 24'APART(AIX.EVERY TO SLATS), VIEWING WINDOW OC 4G f L , CLIPS TYPICAL ALTERNATE PERFORATED SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION .{LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (Kgh&Wort Nigh Vetocity Nunicane Zane) J9i�r 0201s mT¢o M-- TITAN If FOLDING IMPACT PROTECTIVE SYSTEM aQ.'v�pENS�C ' C/�C ► �® FOLDING SHUTTER CORP. as IL 6 O INC. DATE LULIi a j 7RCTT TESTING At E14GINEERR4G COMPANY 7089 HST RAS ms K`Y.Oen se.tau.7aA N+ta114 aMt6l1$,0 37nb WFST t 16 06-6 4 37415 r 4.r t+nmT,-Iso.rm:0tagm,-,0.M TNI teaoAVA-6stt 15-014 t9e,onoaa.c� o...ram,0sr�tt— ImAWeNa Ne aa06�19 . WALTER A�1{,1lf Jr,P.E. '''' Lttttt as FI.OTNM UC f M187 1 ,My.e J~ SUM J OF 13 , llitstaulatlglTl�Y W/ OR (2) 4 5 USE (2) D.C. FORY."OL 2 + NOTES ON @ LOCKING TUBES AT UP jo 99,-. r-- 1.TWO (2)@ SHALL ALWAYS BE USED AT PRODUCTS UIDSPAN SPACED > USE -3 AT 30'D.C. AT 30"D.C. FOR SPANS UP TO 99'."OSE THREE() FOR LARGER PANS SPACED AT W" D.C.AT MIDSPAM. COMPG,�, Y BE lgl FOR S(1).?LARGER MA THAN 99'UP TO 444" rALLED INTERIOR OR EXTERIOR SCREWED To TAPPED ENtERPIECES (F). LOCATION OF @ SHALL BE AS SHOWN ON TYPICAL ELEVATIOM w z bt< -e 2.(2) LOCKING Tt El ALWAYS BE USED TOP A BOTTOM AT CENTER'9 C SHIA�)AT RE ES�IOR ALL INSTALLATIONS. LOCKING TUBES 41 ur W LEMS AS SHOWN ON SHEET 9. 0 9 R ws LL BE SECURED W R SEE LIMITATIONS l-R E END CONNECTION DErAILS N sHEEr 9 rrp.FULL Hew%FOR CONCRETE CONCRETE BLOCK OR 6 , WOOD INSTALLATIONS. + - (2)+ C16 LlNLIMffED VnDTH ��L ELDWION 4, 46 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 T14RU 6 ON SHEET 6. SEE SECTIONS 7. 7A &79 ON SHEET 7. SEE SECTIONS IW& 2W ON SHEET 10. SEE SECTIONS 4W, 4AW& 7W ON SHEET 11. SEE SECTIONS 7AW, 78W. BW 14W ON SHEET 12. ....... .IN— FLORIDA BUILDING CODE(HIgh Mon Wigh Velocky Hurricone zone) (p 2ols TunTo M TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM IPAwN By- 4A67 03/10/15 ��l �ECOx�t \ FOLDING SHUT0 CORP. DATE TRLIT T 0&E"CINEERING COWPA—NY 70"lingntEff PIAM WEST PALU PEACK It&3413 Pth tsoo-m-cm 15-014 =3,tawoofta— DRAW940 Hl WALTER A.TILLM J�P NU tk.f"I VF 'REXT 4 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL RFAUIRED. OPTIONAL RAIN NOW (NON-STRUCTURAL) RAIN HOOD POURED CONCRETE z ETftSONG NDN STRUCTURAL WALL .. 0.060•THICK S.S (NON-STRUC URAL) REQUIRED. TRIM(DECORATIVE HEAD) M¢SHEET 13jl ROLLER HOUSNC MoN-sLRucIu1AU y _ - CTYP) 6 1.000'M2500'YIN. MIN. ED. jz ROl1ETS __ - � % j OPTIONAL (2) AN RAIN 9000 (SEE SHEET 13) � (NON�IRUCTIIRN.) mass"o(TTP.) 8 I ,3 1 /10:3'B.S.S.N.S.W/ W 3/19•ALUM-POP RNE1S. D.373'LONG NTtON 3/18'AILJN. -' 1 BusH4i0 W/A 0.150' DOM{ POP R rm. •5 B 18'D.C.O / I (2•a<•MAX) g — — 1 LONG TOP sL'CfICN 0.500' 3163'.0.270' O 16'O.C. 1/4-0 RW BIRIDD! CO.AND 0.215' J.ANO x0.030' TAPOON W ADVANCED I 0.223'LONG 60TRK1 IA-TRWFAG I MRL SEPARAT ON THREADFORM TECHNOLOGY 1 SECTION O.J20'OD.AND WEATHER POURED CONCRETE TO CUSS OR 1/4'0 Oto 1 0 4 SIDE RIPPING Ek. Zr/ or R CONCRETE (SEE sd1EOULE i or Co. S I 1/4•r x 1•TEK CREZEE_ W/1 3/4' SCREW OR 1/4b-20'x1• J/I6'ALUM. �' OH sHEEf IJ) fi I SCREW MS TRf1H Nur k POP RIVETS. ®t p ®1! $7 V MN.DlaED1.kM a e'O.C. I WASHER a 4.O.C. O 1B•O.C. 1 or t 1 � ORCOCRREkcRErE ETE BLOCK MIN.SEPARARON Cr WALL REQUIRED. I i or TO MASS (SEE SCHEDULE ®t �+$ ON SHEET 13) _ s j I M TO CUSS SEPARATION 3 (SEE SCHEDULE POURED CONCRETE yi 1 OR C;ErE BLOCK % I ON SHEET 1J) 1 or WALL (CE SHEET 3) / '� I1/4.0 x 1'TIX( 6pISCREW ORI SS Ms WITH NUr& 1/4•a RW BULDIX/10x3•Ss.S.M.S.W/1/2.0st'LANG NYLON BUSHINGS167EADF0191W CA=rv. . WALL FACE MOUNTING INSTALLATIONSNLONG(TYP.TOP).IXOLPf AT SECTION 2 �-� W/1 3/4' I (2•t4•MAX.) MN EMBEDMENT O 6'D.C. WALL FACE MOUNTING INSTALLATION OFSANSONR SECTION 1 SPACING ANCHOR SPACING 0 El GROUTED BLOCK REOLARED 1-0OO 2.500 MM. (MIN.f MIN. ED. POURED CONMCRETE / E7f6iNC NON STRUCTURAL . WALL TRIM(DECORATIVE SILL) O 6 ANCNCL SPAa C STAGGERED ANCHOR C G DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE NAR- AS.D. DESIGN PRESSURE RATING = +65.0, -90.0 PSF & CONCRETE BLOCK �����) ��`I ���A/ FLORIDA BUILDING CODE(High & Non Htgh Velocity Hurricane Zone) SCALE:N.T.S. :rya?•'• rJENs'F•: '% 020E8 T3TLQo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SBL'`' NOTE FOR COMBINATION OF SECTIONS: E.D- - EDGE DISTANCE ? /10/15 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = I6. E C O�Ne. FOLDING SHUTTER CORP.(:ORPDATE IN ANY WAY TO SUR ANY INSTALLATION. 1a _ TELLf TEsnNO&ENGINEERING COMPANY 7068 HE71STItFEf MAfE 'Q.• 6lel Ht.SNA 4.tx aoe.NIOP CVIEOIS M1 31160 WEST PAW FACE,FL 37413 15-014 fS,(1�}1.'I�(�.''�G'F pm..CwMrE.Hsm.r.<amJm�-�Sn FN:1000--613-6371 �..• �(� M1�, :Llr e-mal:NE�siOacl-mm ww.M6ngsAuHeraeem CRAVING Na 1 SEE LIMrtATI0N5 FOR®ON SHEET 2 EB- 719 WALTER A.Mi 3r-P.E �� � •FlAR10A Ue./44167 MNa sNF2T 5 OF 13 \ 1 IIII,IIII 1/4'4w J/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK SS. I I POURED CONCRETE OR TROLLER HOUSING I INN.SEPARATION MIN.To CLASS.ON CONCRETE BLOLXKW� TO GLASS (SEE SCHEDULE r / OPTIONAL RAIN HOOD I--"(SEE SCHEDULE ON SHEET 13) UCTURAL) i or ED. (NON-STRI ON SHEET 13) i or i OQ310ED4NN QM1 , E ®f Th 1 m SHEET 13) ,10x3'SS SUS.W/1/Y4 ALTETTNAIJ/16'ALUM. ALTERNATE 3/16'ALUM. °.� x3/4•LONG NYLON HUSHNLS POP RIVETS O 5'O.C. POP RIVETS O 5'D.C. (TyP•TOP)AND 1'LONG(Typ. AT READ AT REAR. HOUSING SEPT AT ROLLER i 1 n 3 0.EI55'0(MI.) 1 ^ 3/16•ALUM.POP RIVETS 1 Z 3/16•ALUM.POP RNETS O 10'O.C.80TH SIDES O 10.O.C.BOTH SIDES •s LEG ON 3/16'ALuu.POP 0. ORIENTATION 8 RIVETS O 18'O.C. /10 x 7.55.SUS.W/ 0.373 LONG TTYLOry M.0.16]-x I MIN.J/4'PLYWOOD BUSHING W/A 0.150' I MIN.SEPARATION 0.270'.0.030' o MIN.J/4'PLYWOOD g 1%2'MM. REQUIRED LONG TOP SECTION 0300•I TO CUSS ULTRAFAB REQUIRED O.D.AND 0.245'i.d.PFID (SEE SCHEDULE WEATHER i Or ,1/4.4 TAPCONS OR "R _ 0.223'LONG BOTTOM ON SHEET 13) S�PPQT(' ,WCHO�e•0 g YIASHEN h NUiTO f0.O.G SECITCN 0.320'O.D.AND SDE(TYP.) ®f Q EACH SIDE 0.246'Ld. (TYP.) 1/4'THRU BOLT W/ WASHER&NM O 5.O.C. 1/4'/rAPCONC ORO POURED CONCRETE OR CRETE-FLEX ANCHORS e'O.C. CONCRETE BLOCMWALL REQUIRED 2•x4'OR 2•x5-x1/e• POURED CONCRETE OR 513-x1/6.6063-Te COM. r 1 ar 6063-TS CUM.ALUM. CONCRETE BLCCK WALL ALUM.ANGLE CR MIT PLATE. ALTERNATEAL7NAlE 3/16'AWN, ®f ANGLE REQUIRED POPRIVETS O 5•G.Q. AT REAR STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 •o ///�/��/�j, JMA%.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.A.S.O. DESIGN PRESSURE RATING- +66.0. -66.0 PSF W z CiS 7'� s 9 1 3/16•ALUM.POP RIVETS O MIN.TO SS f0'O.C.am SIDES SEE SCHEDULE s ^Q �(ON SHEET 13) SS I ALTERNATE LEG i or a� &ANCHOR ®fy O. ORENTAWN CONNEYTIM C3 ALTER.LEO / (SEE SHEET 13) &ANCHOR 16 ORIENTATION 1/4'4 x 3/4'TIXS SCRUr W/ POURED GONCI�TE OR 5/11 WASHER OR 1/4'x S/4• •a ci CONCRETE mm WALL BOLTS W/KUTS&5/6•WASHER O w REQUIRED 4'O.C. BUILD-OUT FACE MOUNTING INSTALLATION GONNEC4ION C4_ j SECTION 4 ( (_SEE SHEET 13)'1 g ED. E0. 1/4•r x 3/4'TENS SCREW POURED CONCRETE OR OR 1/4'x 3/4'DOLTS W/NIRS CONCRETE BLOCK 6�5/B'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED &t CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. p11 O A (BOTTOM) FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) 1 24 `�p`P� ,.••' ' •., d9�y�� 02015 MMOOINO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATION OF SECTIONS, # ED. - EDGE DISTANCE ��;' ��GENse 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. /10/1e IN ANY WAY TO SUR ANY INSTALLATION. '• 1 L E C A INC. DATE *�•�J (* T1LLIT 7ESTING d ENGINEERING COMPANYM06TRMT PLACE / t� da n.a xn,v,a.mti lmm wme�n 7M WEST FLW41a 15-014 1' SEE LIMITATIONS FOR®ON SHEET 2 .O•• sT Q B'""'�I°T1"1i1°•�' "1ss1 1BOD-613-e371 e-mei 000671 d.cam .faLL.ngeluBe�atam OAAMNO b 9•. ��c(,i'L'= ®-0OWT19 enc WALTER A TILUTf Ar,P.E. RY.Lie./ORN44167 .NM. x2 SHEET --I-1 W13 t\ . fllllllllll{IIID .. . •WN.ED. POURED CONCRETE CON1EMION CIS RMIARED (SEF SHEET 13) OAW'THICK S.S ROLLER HOUSING OPTIONAL PAR HOOD i��' , z 91V (NON-STRUCTURAL) . (2)NYLON toil-ss.su.s w/1/z 0 GS ROLI-ERS 0.65510(TTP.) x3/4'TOPN AND 10N LONG Oyp. su(Tym).)E7(CEPT AT ROLLER 8 HOUSNO #103'S.S. :3/16'ALUM.0.373'LONG N11.ON BUSHMG W/A 0.150' POP RNEHS, I LONG TOP SECTION 0.500 O 16'D.C. O.D.AND0.245'i.d.AND CONT.0,163. x00.270' .030' '0.=",LONG BOTTOM ULTRAFAB WFA110I _ SECTION 0.320'O.D.AND STRIPPNG EA.SDE Ow.) 0245'I.d. ! or 1 IN.SEPARATION or (TYP) ®t u9 M TO CLASS I®t rn (SEE SCHEDULE ON SHEET 13) UK ON N (SEE SCHEDULE 1 or �g5 MIN.SEPARATION ON am,13) ®T 1/4'f x 1'TEK SCREW OR - TO GLASS a8 1/40-20x1•S.S.Ys WITH (SEF SCHEDULE OPTIONAL RAOH GUARDNUf k wASER O 4.O.C. ON SHEET 13) 3 I (NON-STRUCTURAL) 7 ®t ALTERNATE 3/16'ALUM. I OPTIONAL RAN GUARD POP RNEIS 0s. 0.C, AT WAR. � (NON-S1RlICTIRTAI) ALTERNATE 3/18'ALUM. ' LOCATION LEC I ' T3 POP RWM O 510.0. 9 LOCATION MTRH iA ri AT REAR. n •�4 3/16'ALUM.POP RIVETS ANCHOR 1 CONNOCCTION CIF 9 O 10'O.C.BOTH SIDES (SLE swu 13) 3/16•ALUM.POP RIVETS O 10'D.C.egFH 5106 EDGE OF / / .E0. Q.—� SP IAPPLICABLE / EDGE F ------- POURED CONCRETE) OOMIFDiIdI OD APPLICABLE REQUIRED (SEF STET 13) POURED CONCRETE POURED CONCRETE / REQUIRED. _ YIN.E.D. REQUIRED m • N.IIIT MIN.Ed (SEE SKEET 13) •MIN.ED. 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 SCALE: N.T.S. FLORIDA BUILDING CODE(High k Non 1Ggh Velocity Hurricane Zone) ��� '� ••"" 4�� ®2015 Turco INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM ��0L". NOTE TDR GOMBINATHON OF SECTION$: E.D. EDGE DISTANCE ,�s�Q�'•�,��ENS•'�'p 1- MOUNTING SECTIONS CAN BE COMBWiU (SEE SPECIFICATIONS ON SHEET 13) Fir IN ANY WAY TO SUR ANY IN UIT)ON. FO�� SHUTTER CORP. 63DATE DATE TILLIT TFSTINO h ENGNEERING COMPANY TT169 NEMSIFBkT PLACE / am Nr.asn a..a.SW,v++m:w oxw4 n.snee WIMT PALE REAL.TL 33413 15-014 PM,+:pmmet-Ise.rm:($1$If-.at PH:1600-m-smi 1 SFF LIMRA710NS FDR®ON SHEET 2 -op'•,,. A F ,.'�a - c tnt—ma.a, ....rmse,r,e�eern uuw1N0 Ne ®-0006719 WALTER A.TLN J,P.F FLORIDA Ua/44167 aeas e+. SHEET 7 OF 13 a� ' ffluuiuLLLp1��� POOPED CONPRIE on Ga.=cGNCfEIE dow MAX d 511W TURF PFR SGInxAE a DCK VLU R00� Same) FOxS I/{•• lA6 -ANCHORS X x •xa+ Dr TAP IPJ(��1�7 / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) +f4•[J/PTO6saav ------ - --------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS V.1112 Lowa-comm 0 0 0 ----0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE WAN lum PER SOROMs -- ------ _,D TUBE PRODUCT . +Ar r+ goal-Te AL,.G! 0 0 0 o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM 70P OR BOTTOM ow t^•J +/{•/.J/+•roc soa•.w IR- TUBE TUBE TUBE _ o e o� I Y={•a J1]'n 4•n 3•S w 60" 106.0" 1 J 8 SQ'1/{•Y IENGM d+l/{•[IENCIII 'i Sw A �„ 2"x4"x1/8' 96' $5.0" 17 10 j ANae 144" 69.0" 13 8 (rcP. 4•a 35J•w 8 80' 117.0' 17 10 J•.r:V{'=1�+1+ �5 "= 2"x4"xt/4" 96" 110.0• 21 12 eoaT-Te AW W AxQL p l F p t a Ix., /1• fss SaEDLVI� �d SPM Tam , J 144" 91.0" 21 12 r 80` 109.0• 17 10 SPAN TUBE YOUNIING INSTALLATION KCAL d�EM Ws(TU8E AT TOP) 2"x5"x1/8" 96' 100.0" 21 12 144" 81.0• 17 10 SiJY£M.TS SPAN um a 1/r Int 80` 124.0` 21 12 PFxxc YRRI 1/r nP. 2"x6`z1/8" 96' 114.0" 21 12 Ot 7 144" 93.0" 21 12 Y=4•n]1]'n a *VAJD ALSO FOR MIDNEIGHT TUBE INSTALLATION ONLY WHEN THE SUWITION OF THE 3w'n stT J°a i1Te u'xut TMs O t t/ay Lp SHUTTEtS HBCHi ABOVE&BELOW SHWNDOES NOT ON TABLE 10EED THE MAX. PRODUCT SPAN (��Ap E eG to A1LY.AxaE (gs STJIL➢ULfJ YY TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) •I I 7 � MAXIMUM `I/4••,3/4•TM SOW o 0 0 0 TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS o e' ------- SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE H'nJlYa WAN TUFE'PER SOmas - ------- -- --"---- aw.1/41.LUMTH 5oal-te AM w 60' 76.0" 13 12 (e)1141.3/a Tog Sam. _M�x, WAx r Prn so�nGLi 2'x4'x1/8' 96' 60.0" 17 15 FVLwm miGM.TEJ is Asa q a z nc twanivwAr. { M.tlORSW (T+'PJ 144" 48.0" 13 12 aR aalurm m mETc (z7 p7As GP+/4v rNm sTYPICAL EL EVAUBE AT BOTTOM) 80" 87.0" 21 18 apex w"FrFauran AxCNoas(nPJ IJTs SalDIxTJ evau TTlae YOLnmNG 1►N5}'/��nnu 2"x4'x1/4" 96' 79.0' 21 18 SECTION Y svR r 144' 65.0• 21 18 AT r=LONGrRMPRLY. J.n or YaT n 31 11/{' /1/j••FD. 80" 77.0" 17 15 ILNo1N Boal-re ALuu.N�IE (I1P PWNO 11D 1/I'TP. (»aays or t/{y l� ) s 2"xS'x1/8' g6' 70.0' 2t 18 C")(SEs p t 144' 57.0' 17 15 e 2'x6 80' 88.0" 21 18 ptI 'x1/8' 96' 81.0' 21 18 Z Z � >b 144" 6fi.0" 21 18 5 a o a O o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE WG1o/,64wJ ?y3 / t- i-: ' OR GROUTED CONCRETE E BOCK WALL e • T aoowx 4 O O N.T.S.--- ----- SCAM TUBE M SCHEDULE:A O O O MAIL AS.D.DESIGN PRESSURE RATING- 1:720 PSF J5Q4t/C a ML AM FLORIDA BUILDING COOS(High& Non High Velocity Hurricane Zone) N.0 AN0.E pT- (ash �y�Q ''�\CENSE'•.'9 ®alts 7LTEC0 wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM POURED txxrnE E �,mo� 91 1 L E G O laO. FOLDING SHUTtIIt CORP. mn TE LIIDaF WI1 RECUdtFD J•H'a J5a•or]1a'.t{• Ttun TESTING R FNC;INEERING COMPANY 7�A H]SIIaEf R/�E"- Sim �� taA.lH twe]-TTI ALVIL NATE civ,x.6.te0.SL ix m.vF--=76A, 76 n."IN 1YFST PAIY BFJ'04 FL 915-014 ,All t/{•x 3/4'TFxs saa. ) TICAL ELEVATI !GIBE AT YIDHOGF)TI � :�4Fb+.cm-iu a%�ooaoloOSwm'+-+a'+ PyroxAlnxG R. Ar r ac IeNGII11LxIU11Y. SM YL79E YOI1Ni1N0 INSTALma o oil �. �� ®-OOD67+a �. N.. o.. �d SECTIOII Z t SF] WRAT ONs FOR®ON SHEET 2 WALTER A TILLR Jr,P.E. a Lx'13 ALTER A Lk.N M197 w.w A � • I 1/4'I 1 Jfa' NN.E.D. TAPooNS/CRETE-f= (51;E SIM �FJOSnnD CLAM ANCHORS O le-O.C. 13) STING MUCIURE MIM.EFEXISTING 5.759•(TmJ STRUCTURE (SEE SHEEP iJ) STRUCTURE / 3/16-POP RNETS OR 7/8•I THREADED NWf,� �Q 1/s•I,.I J/a• O CENTERPIECE FD}t Q9� ANC O RS 0 116-ITEC. / \ ie•'D.C.J/s TEAS o (TTP.J 1 1 1 ANO1d5 o Te•D.C. n19 PDP 3 } or 1�t or t or �t Rt I/4 iJ/{• I or ! W� TEM O,a'O.F l FAC WALLFACE 2 END CONDITION 90.v N \ � so.a• 3/16•POP ra1Els OR 8 4 SHIN /`' '/`•TW OR 5 s D:c: (SE NOTE 1) (2) O 30'o.F O EXTERIOR (z) a 3O o ��ua©�IT�so, � �AAN FORNJO' O.F O YfSPAN&�PA71"FOR-JU°P HORIZONTAL SECTION 20 °�°.m-� �8 xIm'w:� � INTERIOR HORIZONTAL SEcnou SCREW Utl BE NSTA,IM (lE\ETLS EXTERIOR) RM3WR OR DaMOR) OR \ TREMOR OR MCFERIOR) /I a,POP RIVETS E121:1/6'CONT DR /4 . , 13 4 OR/P I *WY VARY AT l/uT SLAT�T TRAPPED NSTAl1Al10NS SOMI-Te/LL DMY""c'E 4 EITOR!OR) R 5 I TEM O te•FG , T,r�NicRflE f1Ex SHO5 _ SHO t SEE UMTAf10N5 FOR©qF1 SHEET 2 An DO.SRN is' STRUCTURE ANCHORS o 1b•o.F To \ 31XISTIIG STRUCTURE 0 EXISTING STRUCTURE DUILD—DUIW63-1/y 6 cart. vtn• eo193-Te Auw Axlu ED 6 END CONDITION E J/18'POP IRNET: 11 1/P Y J/4.1 OR FX611NG STRUCTURE .END LOCK ANGLE NYrs 0J12'...'a Ww/ END LOCK ANGLE NOFRONTAL SECTNN HORIZONTAL SECTIO! NOTE 1 Y X 2•X 1/8'W63.T8 1/a't J/I'iE1 CONE.AYYRAIYBDTf ANGLE SCREAS A ALT®TO ONE ONE LOCKING TUBE, PARI SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR c�Ru1MECE o 6•D.C. INTERIOR CENTERPIECE®ORIS INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A �)®° °'F o • YNSPAII TDR U To 99' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN A,(J) o SD' 0.357'x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.F o -SP (T UP TO,N'SPAY(TMRYB INTO IT WITH A 0,120' o.d. HOLLOW PIN. THE BOTTOM 1,100" OF THE TTP SHALL BE 0.363' DIAMETER WITH SuxTv WT BE INSTA++ID A 0.200" LONG BEVEL'TOWARD THE END AND A FIAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR DffMO) OF THE TIP A SQUARE, 0.475'xD.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 BE INSTALLED. ONE SHO (1)PIECE, 1.375" LONG, A 0-366'x0.366NO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TCP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684- DEEP BTI 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. seD SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER ) INUL) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (�INTERIOR 4 OR SHO5 ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL P!TICCj'� HOIBZONTAL SFLllori `��,,.••' •• •,,J ��� FLORIDA BUILDING CODE (High&Nan High Velocity Hurr(ccne Zone) END INSTALLATION DETAILS INTO CONCRETE. = 02O,5TETEm[K. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM :• No,44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. °"DATE TILUr T£SRNO G ENGINEERING COMPANY�C WEST HEMSSIRE�Er FLA.E r mm v.sTa ss JOS.vmlu gNOFN;n ansa 15-014 ��'�: •.:LmaS ,lam....:c�NTt-,eJ+ rw 1Goo-643-19371 ,��� e- T 6lboaOml.eam —foldIngalYN— DRAWING% WALTER A.- 'Jr.PE ATE FLORIDA 1719./44167 F— 27 x"'Aw AN4E 1 — SS= PUR PER -our 4 4,.S SHEET 8 A (2)3/ie'POP MTM n _ 2•r 2'y 1/8' EACH LEG OF 2•■e ALWHIM ANGLE 's'HCLE ASMY F Wt"OPEltM y� CMRO NO ANCHOMg REOtltRED YSIRUCR�FE o 19 �� BALD-cur NONNY PER sEcnm 4•SKEET a (2)3/18•POP RREIr, FACH LEG OF 2W ANG19 N�PO Kut NW— EXTERIOR EUNMIdN SILL AND HEAD SIIDESPSN VIEW A—A OR BOTH ANCLES y±r' OF PRODUCT 11If® 1 - (2)of1/4 OPTION—AL•��/ OPTIONL SIDE ANGI E favor PER/ANOtE 1p /r w 1 1 ANS TOP&_2. (FOR SEX;RON 4.SHEET 8) now WWII OR W V L(2 REOIHREO) (2I if4• 4PCONJ c�FA ANGGLE ro ENDPIECES ECES WAY BE RAT Uf a 1w ,.'� ".• `SI" .ri1 L DO 3/18'POP ILJEm CR EXGOHG STRUCTURE '4. T 1 fs'+3/4'� '•�1' 0 1$ 0.r_ . 3 +/2•IfPt SO$�ER POST t' � J$QMETRIC SIM EIE OF CONOR CB`P.AT TOP AND BOTTOM SUBS) 1EEND TD�fl WY BE MT 2 TRAPPED END CORNER Em CONDITION Wf FLAT END HORIZONTAL SM11014 R LST FLORIDA BUILDING LADE(High & Nan High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE �'�'' �,cE"sF '; ®2015 mltm M. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °�*N " � AA.N•L CONCRETE BLOCK & WOOD (AS APPLICABLE) - �° �a�s7 - G3 /15 _.w. .c�t� II�C O ewc. FOLDING SHUTTER CORP. W,E S A 1'—-3TIN0 11 ENGMAEM JJIINEERICHaNN$NG COMrtPANY 7088 1E14TitffF P1AGE ara N�.eetl 51 S4]K BA WFST PAW REx21,FL 1T4T3 15-014 t1 e-nnM BRecoOeO+.snn rgdntEen,w�+ muwx0 He ' •' ` \ti, WALTE7®AOTRRr1.91r.D,E ew► rmno a.,e. c®Irr ene FEORRIk{to-/4FIBr s �+>sc means so=RA OF 0 WALL FINISH Y� OPTIONAL RAN HOOD (NON-SMUGTURAL) WALL FINISH ..`.� floxs•ss.s.Ms.w/1/2'�TOPx3/+' z.r• o D.aso"THICKTHICKs.s ooN.eclroN is RDUER HOUSMO LONG NYLON BLISHNGS 0160 ) AND f'LOW(T7p.BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) '-... 0.060'THICK S.S.ROLLER HOUSING OPTIONAL RAN HDOD {2R)Ol1II N (NON-STRUCTURAI I s0.055.0(MPJ 1 6 244"COM.%000 1 3/16'ALUM.POP .HEADER REO-. f10 x 3'Ss.SMS.W/ 1 0.373•LONG NMN RNEIS,O 18'D.C. STING W/A 0.150' CONT. BU 00NlECRON C1 LONG TOP SECTION 0.500" 0.163"x0270• v �� 1 0.0.ANT!0.245'Ld.MID O•Ow 0.223'LONG BOTTOM 1 or SECTION 0.320"O.D.AND XTRAFAt 1 0.245•Id. SIPoPPlNG FA ® t c 1` 3/16'ALUM.POP SIDE(TYPJ (twJ --.1ZNET5 A 18'O.0 ARATT MIN.SEPARATION 2•x4•CONT.WOOD 1 , `�'TO GLASS� ON °9x 1 TO GLASS T or MOM REWD. (SEE SCHEDULE T or �(SEE SCHmtR.E w ON SHEET 13) ®t ON SHEET 13) ®f i3 2%4'COWLWOOD 1 � 1 T PLATE REVfAL i WALL FACE MOUNTING INSTALLATION g SECTION 2W (TOP) e I .. CaNNEE"C1 WALL WSH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD pt TLZ FLORIDA BUILDING CODE (High d Non High Velocity Hurrieone Zone f SEE LIMITA110N5 FOR©ON SHEET 2 Q. �' BS 2015 TIDEOO INC. DPA" Baa:•'��GENSF' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM W- A.('./LLL ff',�.-o OR COMBINATION OF SECTIONS: IL E C® FOLDING SHUTTER CORP. D'DATE/10/13 1— FOR WOOD FRAME CCNSIRUCTION:WOOD MEMBERS TD = — SNC, DAT[BE HAVE A NTN. SPECIFIC DENSf1Y OF 0.46 OR EQUALUNTING SECTIONS CAN BE CONBINED =WAY TO SUIT ANY INSTALLATION. C3 ��—••�cC_ 'nLLIT TESTINO a EN0INFIMHo couPAM 7ot�1F]IS7t>EfT RACE _ Nee Kt.x s—me•WR1+M avxas n.mlee WEST PAW BEACFL FL 3N13 15-014 A••, P -•sT0.rm LSm)Sl1-1131 M 1800-843-8371 8670006718 mm ....rdg.PWRe..ean DRAWMsRe WALTER A.BJr.P.E. ' y+t fiFXY DATE I'Lomm U,,fHJT 44167 m�~ nnw m sxElT 10 or fs h�iA��IV f11 L� 1/4'4 x 3/4'TELLS SCREW OR 1/4'Y 3/4' BOLTS WJ NUTS&WASHER O 6'O.C. .•:� 4'z8"(ain.)EXISTING WOOD em ^ } REQUIRED.STRUCTURAL ADEQUACY • OF UOSTINC WOOD BEAM TO BE IE7ED CERTBY REGISTERED WALL FINISH .O.O6o'1HTCK S.S. t SEE LIMITATIONS FOR ON SHEET 2 ENGINEER OR ARCHITECT PRIOR RouER HOUSING Q� TO PRODUCT NSTALLATION. 2'x4-cDNr. ::: CGI D HEADER OPTIONAL RAIN HOOD REQro. ," EQ. EO. (NON-STRw URAi) �INXW FOR COMBINARON QF SECT ONS: UNTING SECTIONS CAN BE COMBINED /IDxX•5.5.S.NS.W/1/2"x3/4' WAY TO SUIT ANY iNSTAFtATidN. - cm*mmm Cs LONG NYLON,BUSHINGS(typ.TCP} •• AAID 1'LONG(T F70TTOM),IX(:EPT iv u �hn� AT RIX,[£R HOU57NG NOTES, ------ ' •^� vr�,1 OPTIONAL RAIN HOOD r 3 "�'°•ij-:=a•"'T:` {NCH-srRUGTURAI� -5 ;`'---rx`. _ (2)Nntkt *�aT- FOR WOOD FRAME CONSTRUCTION: 0.46 MEMBERS TO X. I TNXIER" � BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL Ir--- -- IL_j f�T� i� ,.�--'"* _3JT8•ALUN, 10 v 3'SS.SM,S.W _,•, —1 _..11 � pOP'ALU I /0.373"LONG IryLON ALTERNATE LEO O 18'O.r- BUSHMC Wf A 0.150'LONG TOP SECTION LOCATION CONT, O.SD.D.AND Q245'Ld.AND 0.225'LONG .3/16'ALUM. (SEE OO'NOTE•) 0.163'x0.27p'v0.030' BOTTOM SECTION 0.320"O.D.AND 0.245•Ld. POP RIVETS, I ULTRAFAD WEATHER (TYP.) O 18,010. STRIPPING FA SIDE WN.SEPARATION TO CUSS or®t ( X13ON ) _ MIN.SEPARATION TO GLASS N � 11t�--- TO OL= SCHEDULE {ON�T113) 1• (ONESHEET 13} T or t i � ALTERNATE 3116-ALUM ALTERNATE LEG �ly � r or�i POP RIVETS O 5'O.C. LOCATION OPTIONAL RAN GUNK ALTERNATE LEO AT REAR. r- r__�„---` LOCATION I ij'7 SEE NOTE (SEE ROTE L II r_ij •} ALE {/NiO6N"-SATLRUUMCTleL1t) POP RIVETS 05 O.C. Wexe OOD PURTELth� ___1_____i i AT REAR /t0*ALUM.POP RIVETS ' --'T`•i�+-e uoT O 10'D.C.BOTH SIDES w M1 y 3/16'ALUM_POP RUM a ED. ns O TO'O.C.BOTH SIDES ED.EQ EQ. 2i6'MIN.WOOD 27t4'CONT. I ,,~ DECK RMUIRED 1/4-e x 3/4"TEKS SCREW WOOD LAT I OR4Y��4'xf 3/4'BOL W/NUTS {NO FINISH ALLOWED)' W/5/8`WASHER OR 1 E 5/8'WASHER O 6'O.C. 1'fi'x 3/4'BOLTS Wf NUTS i LA5/6'WASHER O 4'O.C. D4 cof#emm Ce C3 WALL FINISH /�� i 11 WALL FSH 13UILD-0UT FACE MOUNTING INSTALLATION _BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION, SECTION 4W SECTION 4AW OTTOM) SECTION 7W �V�ft•�� �AAAATYT��tA S(T%ffAAA4,r FLORIDA BUILDING CODE(High&Non High Velocity Hurrimne Zone) y�yy�yALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED f �•\ Cukyj:.+�% 02015 rn''TEco INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM A� INSTALLATIONS DETAILS INTO WOOD �' O3/10,5 SCALE : N.F.S. �ILe• FOLDING SHUTTER CORP. GATE �•, *,^•, TI 1 TESTING&ENUi XRM COMPANY TSB HEMSTRlET PULE �••. I "' .'•O�` 4�JOIsn. tsmjert�'IaRTfaTrss WEST R�6Oe04.7-!73413 C! F♦ IkaT:ut«e0oet cm 15-01 A %f/O�(1 l Q,,�TaL,.'•Yy WALTER AIT Jr,P.E '�_ _ m dGWdTL lte fffff`+I•• `6 FLORIDA LTC E 44167 w,w,Nrs i~ SREET f t fF 13 llllllll uNi�`N MRL SEPARATION f d . TD GLASS or®T �(ON SHEET M) SCHEDULE- T (SLE SCHEDIRE or® ' ON SHEET 13) iN OPTIONAL RAIN GUARD (NCN-STRUCTURAL) YZ 1/1.0 x 1'TEX ALTERNATE 3/16•ALUM-,/, LMn� SCREW OR 1/40-2011' POP RNEIS O 5,O.C. AT REAR. S.S.YS WI1H NlR B � WASHER O 4'O.C. I n J/16•ALUM.POP RNETS n 0 10.O.C.B07H SIDES EDCE OF SIAD ----- F APPLICABLE EDGE OF SLAB E,.•7 ALTEtWTE lEG h g n PIN IF APPLICABLE ANCHOR LOG1n a KK �- (SEE NOTE•)� n \\l 2•ze'MM.WOOD DECK REOLRRED -' '- (NO FINISH ALLDWEO) C Cg EDGE OF 2• N.ED. SLAB IF EDGE OF 2'MNL E.D. APPLICABLE SLAB IF. APPLICABLE t SEE LIMITATIONS FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 78W (BOTTOM) I AIR E.D.--jt•MIN_ED. NOTE FOR COMBINATION OF SECTIONS: 2•x6•MRI.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TD SUPT ANY INSTALLATION. WIN.SEPARATION FLOOR MOUNTING INSTALLATION PIATE`R°mo."°°° (SEE SECTION 7AW (BOTTOM). � ON SHEET,3) 1- FOR WOOD FRAME CONSTRUCTION'WOOD MEMBERS TO .. BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ',.,.;,,}.{ t WN.L FTNfSH or®t Y SCREY.•'(3) 2 162'MRL I MIN. 2-SEE SECTIONS BW& 14W FOR MAX.A.S.D.DESIGN ° PI7$IRATTOH AT GmwIDDH PRESSURE RATING &SPANS I'z a•x 1/s' c (2)OF RAFTERARUSSES I _ 6083-T8 CONT. p ALu1NUY i1JBE 1/4 14•(6063-T6)FIAT EXISTING 2X WOOD g PLATE W/1/4.0 x1'TIX TRUSSES OR RAFTER 2•x4•MIN.WOOD SCREWS O 6.O.C.IN = AT 24O.C.MAX STUDS O IV"D.C. 11 1/8"Ir(.0EN -115)HSSES°R, 300' RATE W/1/4b x1'TE7C 1 SCREWS O 4'O.C.IN (2) 1N 11 IAIDS OR SCREI CRETE-FLEX 49 BETWEEN TRUSSES ANCHORS OR X14 NDS WOOD SCREW$OR 1/4'0 � 8 EDGE(IF APPLICABLE) NOS LAG SCREWS AT MIDMOT H OF EA STUD W/ S 2 1/2•Mln.THREADED PENETRATION INTO WOOD sTUD 1/4'0'CR J/4'7EK (2) � E1/4'WX.PLYWOOD EXISnNG SOFFIT . ROILED 0 SCREW OR 1/t'-20 x 3/4' �.�--/10x3•S.S.SAS,W/1/2.0 x3/4•LONG SS.BOLTS Y7/NUTS k 0.1355'0(1YP.). NYLON BUSHINGS(TIT,TOP)AND 1'LONG 1/4.0 R 3/4•TEH WASHER O 6 O.C. (Tm�110TQ,EXCEPT AT ROLLER HOUSING § SCREW O 6'O.C. d'0.373•LQRGSNYLON/ a I 7g MOUNT TO WOOD,,,STUDS MOUNTING INSTALLATION BUSHING SECTION I INSTALLATIONS DETAILS L LONG TDP sEcnoN D.500 OAT' SECTION 1.4W BOTTOM) O.D.AND 0.245'I.d.AND 0.1&7'x0270' 0.223-LONG BOROM MIN.SEPARATION �L a AB MAX. AS.D. DESIGN PRESSURE RATING= 160.0, -60.0 PSF SECTION 0,320'O.D.AND TO GLASS WEATHIF + INTO WOOD ��lutqugUnpr 0245'Ld. (SES SCHEDULE STRIPPING EA or ®t 'Qom "A ..r rr/i FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) SCALE : N.T.S. ow.) ON S1ffJ:T 1]) SIDE GYP.) `��Q�,,.•••••• ✓��' ®2015 TRTECO INC. DRAWN B!: y�;'' \CEN�'� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AaALL Ivo tet"PDQ�= 1 L ECO,,c. FOLONG SHUTTER CORP. °3/D'ATTE" HEADER TO TRUSS MOUNTING INSTALLATION =*�3�i — :*= TTLLIT TESTING& ENGINEERING COMPANY 7OW IEMSTREETPLACE eJsf N!.TED.5L,Sa xr�Ammu wmI^n.al6e WEST PAW WAM FL 3]413 15-014 SECTION 8W (TOP) ?�, ATE OF " x009e"ea TaSJOx�o�L STA .w.fid soom � n MINING No EB-0006719 MAX. A,S.D. DESIGN PRESSURE RATING +50.0, -60.0 PSF ';' ,� WALTER a T-1 Jr.P.E. u.x `K ALTER A Lla I Jr.P m+wn a� 6FIIET 12 W 13 • PATH NIIII)TET CONNECTI N CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE IIAYIMUM WIND PRESSURE [nf:) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND ORRESPONDIHG MAXIMUM (MAX. ALLOWABLE REACTION TOP & Bo1TDM LB/Fn FOR CONCRETE& CONCRETE BLOCK AAM SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2' FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE 1JAm suns spmm A M ALL,,vHE CONCRETE CONCRETE BLOCK STEEL WOOD PRWND mmumA�� CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR AN CONCRETE CONCRETE BLOCK L•/-1 rtAvs� PA6sua a 1a,toN TYPE. SPACING TYPE TYPE CONNECTION ANCHOR 041 M1 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 lb/ft A B C A C E A C F A B A C 60.0' 80" 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 9 A 417 LB FT - r,388 La/ o- - 134 LB FT 35 psf . 100.0" 100" 146 lb/ft Cl 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 3B3 UB/IFT 432 LB/FT Cl ._ 461 LB/FT - - 202 LB FT 144" 144' 210 Ib•R 12 387 LB FT - 334 LB 1 6 L FT 142 LB/FT 271 LB FT 347 LB FT _ 60.0 60 100 Ib/ft C2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 03 FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/Fi 40 psf 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/F1' - 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 R 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 Ib R C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 1202 LB FT 46 pst 97.0" 97.0" 187 Ib ft 1 3 .813 LB/FT - 572 LB FT 326 LB/FT 304 LII/FT 418 LB/FT 631 LB/FT 760 LB/FT - - 304 LB FT 115.0" 115.0'. 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT g ) 445 LB/FT - 370 L9/FP - 134 LB/FT 144' 144" 276 lb/ft C4 6 592 LB/FT - 448 LB/FT 236•LB/FT 202 LB/FT 357 LB/FT 4B3 LB/FT - _ 60.0' 60.0" 125 Ib ft 3 972 LB FT - 682 LB/FT 389 IB/FT Z64 LB/FT 500 LB Ff 753 LB/FT tC45 - 561 LB/FT - 202 LB/FT 8 .0" 89.0." 187 Ip ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/Ft 364 LB/FT 50 psi 100.0' 0120.0' .208 Ib ft 9 226'LB/FT - 224 LB/FT - 83 LB/FT 120.0" 250 Ib R CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144' 300 Ib ft 3 843 LB FT - 670 LB/FT 243 LB FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0' 138 Ib ft 9 273 LB/FT 325 l8/FT 215 LB/F7 - - 138 LB/FT 102 LB/FT9 221 LB/FT 251 LB/FT 215 LB/FT - 81.0" 187 Ib R C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 L8/F7 C6 6 332 LB/Fi 378 LB/FT 323 LB/FT - 55 psf 100.0' 229'Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/Fi120.0' 275 Ib R 4 289 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB F7 756 LB/FT 646 LB/FT - 137' 14 232 LB/FT 236 LB/Fi 183 LB/FT - C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 64.0' 60.0' U150 lb/ft 1 3 310 LB/FT 315 LB/Ff 244 LB/FT - - 80.0" 80.0' 2 - - - - 305 LB/FT 12 K777,O/FT 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 C8 8 FT 691 LS/FT 614 LB/FT - 115.0" 115.0" 288 Ib R C8 B 471E9' LB/FT 894 LB/F1 614 LB/FT - - 397 LB/ 252 LB/FT 6 921 LB/FT 819 LB/FT - - 131' 128" 346 lb/ft 6 1982 LB FT 11194 LB/FT 819 LB/FT 1 1530-LB/FT 336 LB/FT 59.0' 59.0' 160 Ib ft 65 psf 92.0" 92.0" 249 lb/ft 100.0" 100.0" 271 Ib ft MiN SEPARATION TO GLASS SCHEDU F ANCHORS SCHEDULE OSEE GENERAL NOTE 0.2'ON SHEET 1 126' 123" 360 Ib ft ' 60.0' 80.0' 175 lib/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0 100.0° 292 ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOC WOOD STEEL 127' 118' 374 Ib ft SPAN HURRICANE ZON• HURRICANE ZONE A 59.0' 59.0' 187 Ib ft ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 11 N/A 4.00" 4.00" N/A N/A THREADFORM TECHNOLOGY 75 psf 100,0" 100.0" 313 Ib R 5'-10° 2 1/2' 1' 2 5/8- 117' 114' 367 lb/ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00" 3.00" N/A N/A' 80 psf 113" 111' 400 Ib ft 90 psf 107" 104" 424 Ib ft >5'-10" 2 5/8"�}, 1" 2 3/4�.} �. C 1/4° 0 CRETE-FLEX 3.00" 3.00' 0 N/A 3.00' 3.00' N/A N/A F140psf 101" 99' 447 Ib R TO 8'-3' y 94" 90" 468 Ib ft 1/4" 0 ITW-BUILDER 87" 82' 484 lb/R >8'_3^ E N/A N/A N/A 1,00" N/A N/A N/A 2.00- 130 8O" 76" 483 lb/ft TO 12'-0' 3 1/2" 1" 3 5/8' TEK SCREWS 74" 70' 484 Ib ft F #14 NDS WOOD SCREWS OR N/A N/A 9 N/A N/A N/A 2.00" N/A 69 66 483 Ib ft 1 4" NDS LAG SCRE65' 62" 483 Ib ft A AS DEFINED BY ASTM E-1995 STANDARD. \``11A1r4� R p.7!( p FLORIDA BUILDING CODE(High &Non High Velocity Hunicane Zone) + EXCEPT THAT 3 5/8' SHALL BE USED `` Q �.�i TITAN II FOLDING IMPACT PR07ECTIVE SYSTEM FOR MOUNTINGS AS PER SECTIONS 3, �; GENS ®za,s n,,m DxL aR N�:, L+:UAX11N M ALLOWABLE PRODUCT SPAN FORA �. (C GNEN POSIINE A.S.D DE§GN PRESSURE RATING. .4, 4A & 7A. ' L-:WAX.ALLOWABLE PRODUCT SPAN FOR A . 03/lo/ 1s G N NEGATIVE A.S.D.DESIGN PRESSURE FODUCORP. DUE RATING. OISTOW PLACE TIWT TESTING d ENGINEERING COMPANY WIMT P DOCK R.3M13 FINAL wanAO,e ALLawAmE PRODUCT SPAN 1s A.d S TE OF .�.-' °�"".3'"°-� `°1B'°" "y1°° 15-014 EQUAL ro THE AINIUUM DLTTRAtINm PROIHICT %'Q '��`� °AeY}eJOpmmn-�tt2teoe0-I..c�am'�1y1 _fie m 0PANiNG w SPAN BETWEEN'L+'AND'L A.�__rC'. �OF{IOp'.•� . ®- 7,s �. ma �amnv ' 'y+•� WALTER TDR Jr,RE DRIDA Dc/441 e7 NMM. R SNEET 73 D<13