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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 : ' - lotion rim Florida Departments BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts 1 Publications FBC Staff I BCIS Site Map I Links I Search Busines Prodct ProfessAois lUSER•Public User Approval Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-RO Application Type New Code Version 2010 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. Ea Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RO COI Certificate of Indeoendence 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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 6/l/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/18/2014 Date Validated 06/19/2014 Date Pending FBC Approval 06/22/2014 Date Approved 08/25/2014 Date Revised 04/13/2015 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 RO II Installation Instructions odf Approved for use outside HVHZ:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +160/-160 Evaluation Reports Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design FL17080 RO AE Product Evaluation Reportodf load and 5'-2"for+160,-160 p.s.f.A.S.D.design load. See Created by Independent Third Party: Yes page 13 for additional spans and loads 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: ® eClmrk 09 secunt l.44711IC� https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv2aBQpHpQQe6r 1 Z... 6/1/2015 GENERAL NOTES: 1.TITAN IT FOLDING IMPAM.P1107E71NE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(R.ED.)HAS,BREI VERIFIED FOR (C)TO EXISTING WOOD FRAME BUIIDMG: 0-0.45 MIN. COMPLIANCE.N ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE,THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE 1NSTALIFD AT HIGH VELOCITY HURRICANE ZONt s OW AND OOT OF THEM(NHYH2). - 1/4'0 TAPCON W/ADVANCED THRFADFORM-TECHNOLOGY,OR 1/4'I CRETE-FTE%,AS MId1UFACRIRID BY Rw/BUILDEX, INC&DAO CONSTRUCTION PRODUCTS,RESPECTNELY,OR 1 14 NDS WOOD SCREWS OR 1/4'0 NDS IAC SCRE7i5. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(TNM&1600.CMMRI�F THE ABOVE MENTIONED CODE, FORA BASIC W1N0-SPEED AS REgUSED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FORA DIRECTION LrTY FACTOR NOTES., Kd=0M15,USING ASCE 7=10 AND SWW.NOT E70CEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. OR N GROG(TO YIFILIFY THE AGM o3llOR1IM1.ULTIMATE DLS9ND VOID LQ=DEIE78RIm PER ASLE 7-10 SHALL BE FIRST C.1)MINIMUM OS THREADED FWWS TWO OF 1/4'J TA E U OR f/4'0 GREE2-FO OR/14 UC4 AND SCREWS CB REDUCED10 ASD.DESIGIN 11"[DADS Bf L%TFLVW TERN BY 0.6 N ORDER TO-COMPARE'DES£W/MAX(I".) 1/4'.0 NDS LAO SCREWS INTO THE DR.A FRAME UNP IA WOALL BE 1 1/2'FOR Cl-T S 1 Gy AND 2. O.T C8 DISTAL[P�SURIE RATINGS INDIGTEO ON SH W.13. CONNECTION TYPE,AND 2'�C5,OR.AS INDIDEED DN WOOD OF'ME FON SHEETS 1D 7HRU t2 NO.THREADED RFADID P'ENETRA1fON INTO WALL FINISH SHALL BE CONSIDERED AS PART OF'IHE F&QUIRLD.1NRFIDID 1'ENLTRATION. IN ORDER TD-VERIFY THAT COMPONENTS,&ANCLIORS ON THIS P.ED,;AS TESTED,WERE NOT OVERSTRESSED,A 33 x INCREASE IN C:2)MMIMUMI EDGE IXSDUNCE OF tf4'o TAPCON OR 1/4'A CRETE IX OL{/14 NDS WOOD 9X;REW$OR 1/4'0 NOS OF��W WIND LOADS WCs.FjQ7;'usEp N TtiE91 ANuY51s,A DURATION FACTOR CD- i.eo WAS USED FOR vER&1CAT10N OM �SCR �O WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOU31NO IMPACT PRD7I=13INE SYSTEM ADEpWCY FOR IMPACT AND.F'ATICUE RESISfANbE HAS BEEN VERIFIED IN ACCORDANCE WITH C:3)N CASE THAT PRECAST STONEE,PRECAST CONCRETE OR BMCK PANELS.'VO4ER OR PAVFAS'BE FOUND OR THE EXISTING SECTIONS 1626&:1600&OF THE.ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE EIGNERING TESTING,INC. WALL ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN sU8STRATE BEHIND SUCH PANELS, Wt H.ET.L),HURRICANE iESHNG LABORATORY(H.T.L.)&AMERICAN TESTING[AB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIUUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE -T 2 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1616'&*tSO4 OF THE FLORIDA BUILDING CODE. (0) TO EXISTING STEEL.STRUCTURE:MRL 12 GAGE FY-33 10,7(WN.)MATERIAL 2.STAINLESS.STEEL SHEET METAL SCREWS USED AT SEATS(D&6'A SRALL BE f 10 x 37,410-W MINIMUM SERIES W/173.6 W YiELD -1/4'a IW 13UILDEX TD(SCREWS,W/FULL THREAD PENETRATION, STREpTL{•&'ED78y.4 W.TEYNSILE STRENGTH.SCREWS SHALL BE OATED WITH XYLAN 8000 SERIES FLUOROPOLYMER COATING.AS LDIESL MANUFACTUR ' WHTIFQltD Co.BOX Tin CHESTER A0. 38 191, . 3 LMl�ALUMINUM.b0R IONS SHALL BE ALUMIINgUL�ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2,MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OF ITO BLIILDEX TEX SCREW 1'. FOFf.6063 Y6 ALLOY'AT SLATS SHALL-BE-fy- .9 Iml. 4:ALL SCREWS T7)BE iTTP1N(1SS.$(EFT 304 OR 316 SERIES W/$D*101 YIELD AND aD Iml TL7!¢ILE STRENGTH OR 7..ANCHORS SWY1 BE INSTALLED FOLLOW7G ALL OF TH.E RECOMMENDATIONS AND SPECIR( TIONS OF THE.ANCHOR CORRO$OT(RE9'3 COATED OR. Sim RTY/BUILDIX TET(SCREWS_ANDWC01{IPLY W/FLORIDA BUNWINO CODE SECTION, MANUFACTURER. 2411.3:3,4.All,AL.M1NUM POO RIVES TO BE 60.52 ALUMINUM ALLOY WITH AL.UM9NU9 MANDREL 6,f.SHA L BE THE RESPONSIBUTY OF THE CONTRACTOR TO.VERIFY THE SOUNINESS OF THE 57RIfG1URE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHE[$TO.CONCRETE,BLOCX OR S.BOLTS TO BE ASAI A-3O7 GALVANIZED STEfl,OR ASI 304 OR 316 SERIES SWNLESS STEEL WITH 35 kii MINIMUM YIELD STRENGTH. WORD FRAME BUILDINOS. a ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) a. IWAAR WARNINGS HOME OIT MUST OWNER TUWIT,,OR OTHEEL RS, MUST PROPEERRLY CCUAWITH SE ALL CNS ENTERPIECES ANDD ENGAGERIODS E o LOW NL LOCKS. (A) TO DOSTiNO POURED C6NCREIE: 10,PRODUCT MJWUFACTi1R[R'S iABFl SHALL BE LOCATED ON A READILY VISIBLE LOCATION 114•.0"TAPCON W/A7 A=.THRF{(DFOIM TEXCHND).OGY,AS MAMIWACTURED BY I.T.W,BUILD,174 I&C.10 VAIN.fe.-3192 plL AT PRODUCT'IN ACOOROANCE WITH SECTION 1716.5.OF THE FLORIDA BUILDING CODE, 1/4'0 x_3X4''saID SET,AS DISTRIBUTED BY ALL POINT SOUP SET ANQIDRS TO LIN.f'c-3000 PIT. ONE[[BEI_SHWi BE PLACID l-OR.EVERY OPENING. 1/4'0 CRETE-FLEX,&MANUFACTLIAM BY ELCO CONSIRUCGYION PRODUCE TO MIN.e.-=O pll: 11,FOLDING IMPACT PROTECTIVE SYSIETM$INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN 1DRAWING-PLUS ANY NOTES: BUNLDING AND 20NIN0 REGULATIONS PROVIDED BY THE JURHSDICION wHERE,PERmrr 1s APPLIED TO. A1)MMAMuM.EMBEDMENT.OF 1/4'0,TAPCON ANCHORS.9R.1/4'i CRE! -FLEX INTO CWCRETE IS 1 3/4'.. 12.(A) I7M PROP= ALS TION DOCUMENT O LIME NT(P.E; -PWEHERE UTNE ARED BY IITE CONDITIONS ENGINEER iSMERIC AND DEWIT=FROM THE P.NOT PROVIDE MINMUk1'EDGE DISTANCE(E.D.)SHALL BE AS PER SHELT 13. A2)-3/4'SOLID,SET ANCFNDRS SHALL BE ENTIREY EMBEDDED(7/87 INTO TT1E.POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PIIROFfASE ANO INSTA LA710N INMLUDIND LIFE SOFT lY OF IRIS HO[]MBET)MIFNT INTO.STUCCO SHALL TIE PFRNRTED, 1X4 0-2X))I SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PROobCT EVALWTIDN WCUMENr PROVIDED HE/SERE D013 fmi DLVIATE FROM 7H.E LONE MGMIMUMr Rm' 510000 ALL T. CONDRTIDNS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY ATS7(E XS THE CONCRAC'{OR'S RESFUHSBXDY.. A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERi:D.INVALID IF MODIFIED. WAIL Fl-0bR,AFKRfoRs 5HIA1.L B�LONG ENOUGH TO RF}iI:H THE MAIN STRUCTURE fjEf11ND SUCH PANELS. ANCHORAGE-SHALL 9E AS INDiG�TED ON'NO ES A.1 &A2 ABOVE. (D) SNE SPECIFIC PRWECE SHALL OF PREPARED BY A FLORIDA REGISTERED ENGINEER DR ARbIITECT*0 WiLL BECbME THE ENGINEER OF RECORD(EOR:)FOR THE PRWEAT AND WHO WILL RERLSPONSSLE FOR, PRO (B) TD EXISTING CONCRETE BLOCK WALL:ASTM C-a0. USE OF THE P.E0,ENGINEER OF RECORD:ACING AS DE1EgATED ENGINEER TO THE P.ED.ENGINEER,STOPER LL SUBUP TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW -1/4'0 TAPCON W/ADVANCED THREADFORLI TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDIX. INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIONATURE OF THE PROHTSSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLID SET,AS 61S RHU1ED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4'0 CRETE-FLEX,AS MANUFACTURED Ett ELDD CONSTRUCTION PRODUCTS. 1 SIGNED AND SEALED COPIES OF THIS DRAWING SHALL BE USED ONLY TO OBTAIN PERMITS IN THE STATE OF FLORIDA 8.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-Fl.JX INTO CONCRETE DOCK UNP Is 1 1/4. MINIMUM EDGE DISTANCE(ED.)SWILL BE ASPER SHEET 13. 8.2)3/4'SOLID SET ANCHORS SHIM BE ENTIRELY EMBEDDED,(7/0)NTC THE CONCRETE BLOCK UNP.NO ,\\RNLLLLMLLREIry/A/A/ fLORU44 BUBDING CODE(High k Non Nigh Vabei(y HWrkoAa zona) EMBEDMENT INN STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREW$USED WALL BE 1 Ile LONG `� \,\ H� ®aocl MTECD AC TITIAN f!FOLDING IMPACT'PROF£CTlVE.SYSTEM ID' MINIMUM SHOULD STUCCO EXIST ARID 1'MINIMUM FOR-WALLS WITH NO STUCCO. B.3)IN CASE,THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE,FOUND ON THE MONO WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAIRS.ANCHORAGE D.441 7 a i L E SHALL BE AS INDICATED ON NOTES B.1 &82 ABOVE Weir ruins erNMMERINO wPVPANr o vA rr ecce.ae� ire.ra eewu a y, 13-080 SOF w.., .r., -uur nt 7aa7.sa-aln 'a= TA .'a;^ m w000atce,,, Metewl nRAwla w 90. k ` J.i is aoocn9 _ WAVER A"'Ln' 87 !rY[T r .% .4 rta+S1[�l slrer OT rs gU 1 e r1 "r1lOTOnuaiHL11V Y�low Oar •••timm 4DBr$4LGDK (TG L7, MR ALL M6r, ®J.'r 'IJS .. 4�"'rJ ... .,„y.i soaa- ALxar sass—zs utaz 6o6a=rs~c�Lar t�� 't" �t71 CE 'I�? 'CF. 1 YUVCLUtl£.P£RA71¢l, _ ;-PER. vs RE USED 0t54ALLAADNS 6atJ-T6 ALCdY" - j s�do FEET oR kGNLR A"DDf oRAbe IDR CE11►?E'R �EECE 7 L7i.'ISUREd AT D67TO4f jr OP6NriYC 6063-T6 ALLOY ` .d L l x£N75 Zp,21&22 ON s7sY ma, aar .+an "�• r:gar� .sar .ran• �zmr� aa• I .aar Y M M.T _ E31T• . Ire• .._.._ ___......tom:•.''•:.,. aW Arr .tee c_B o: (9) B TP-M sm "Mcx 0 HQ=9M ZR&aK ARMTER 60.0-75 ALLDy' 6D6J-re Arior 6m-r6 ALLOY 06.346 ALLOY 8063-7$AUAY" • *§ ,..eWMPONENT a b 11 t2 w• ® 2" 5"VAX. 0.125" 0,125" Aet 3• 4"MAK. 0.25" .0.25' Q t' 2"uaX: 0.062' 0.082" _BaTTb�1,[ TRACK A_ne� R_ Q B(EM Ba VARU 7 UN,xoon 6D6J-T6 ALLOY $063-78 ALLOY W'r6.'Auoy 15 ALLOY - COMPONENTS •0� $ r FtQRtm&fflVNO COOS(If"&.Na7..N14h Vakdtf Hwl;wm Zom), . �`. R`S 4V; /j p� 6han1J m:ttm wX ATAN 11 FOLDING:IMPACT PROTECTIVE$V57£A1 t,r FUM �7/tTy �E c o IU.. FOR" CORAtRR �polJ',t x•d .nom ; +,e,,mmtl� .«�.K / A 6,,,�tt3 U3�1 6D&-M,ALLOr 57ATE OF —� �M ..R .,� cuwa is 6O6J-T6 AttOY' •4 2 28 mum?A. +L'.9ir,vg a.c W art-.:rrc rmr� as 'WW'WWt/2"L 3� �'•,,FW. •`$. Ptasw ix./r,4sras r r atEt a trra- - j1J1/tlfttNl1111tt11�� ' r (3)ROPY or Ir r Mores �Q{QpQ0 � �� I z� �� TABL P EAE 1: SOURCES FOR & stirs I "D" I �� Or wRrmw(srr rAacE 1) sM op sw p � i mroa ATiG'''fU�C � MASM a�a SQ KWM 3,my 00 pO iceiiuoidcau s ux4M rm MW + 20 ru®ca1 a OD00. smwm coram ASM ores 0.043 mm DA43*; DNytt.rtyp STpDWW' AIM Dasa .9.400.p:.1• .43.500 pawl. -ntdr�bvAtM - FLOWRAL StRENMH AT YEW ASTM moo 12,em W. 1d.fo0�P.wE -. iTmmL.Momus RIM 0*0 .3W,000 paA. •j/3,000 P.J. E '1 SAP-�!N�END 1HPd0L CUP lRJOI/' "OM HOICNCO ROD ASTM 0736 79 Kf-@/In 17 FT-Ib/ur 1.000' gR 3 r I S� (S�7ABIE?) FIDE aneNlN�Ftt�. O I I r ` •C• SMOKE De849TY ASTM DINS 47Z x a1d'R MAX RATE OF aURNNO ASTM.P435 C-1 CLASS C-1 CU85 �i I 1 gsii I 1A SEL FCNmDH ASTM Dt929, 1010.E 980 7 STATr WNDOw I SUIT JF7hDOW •,D.DEO'7NfCrl ;r1�tR, U[dt ASN 0166 . I - POLTi:VTBGWATE'.W NtrrG tT715lLE.sIREMa[H A.MEUHERM ASM aha 9301.pawl 5640 P•Di. 171h77 i7ycoW (-SEF raetE t} 7EnIE SnESS oE'FT7HE WAIA 9 ASTM On asp"P..l - ' .010 P'WY 9E'AV DW AT SPACED ' ' I A AaAa,VrA4 Ga?I.'APART wirer 12'MNL MOM EFV - N ` I EAR!$OF sUY'raP,dr.90r10M. . �. TABU 2: SOURCES`FOl2 -Q�SIwT.AHST E.11iSZiLEEO.AOAACENP - To EMFRPI£CES 4 ORd.NOR AT LtlRHERS OF PReDPDE AllS7r]T 7PPC LYIWANY aSTAWW .rrPk•Ac PA'q'tR776 REAErrDyt:E• at,ADa'An7AW,FW+T -� 3LAT WINDOW /2m{p+9 (E(e',V.lJ10N} �Oa l ASTM D79z 0.042' I r 20 SpDg�Tc coram ►• -�lji ' S 1oxv�w TFianE hElO s7RENot71 AsiM.043e n:s90,p...l Qa [ ' qe , I a Rohr• RETryRAL S7HN M AT'V= AMU 0700 1dAM0'paJ. (.1)BONS 4'11!016 � 1 R �umt4s SM AD79D7964o.Do0 J. Q 7 :/4=17 .a ; L_.__rl QD15' Nam, ¢DD AMU.02.79 0.9 Fr-1,An 'miAr+orrarl IJH/8Bi7M-' afowaenw i .aoa:. ; ,t>ipEC7R7NS. �" ess I - =.011 OF THERMAL ETVANSpN ASTM C1495 SS'.101n)hr••F i. 21 �r © 571rAP IN.Lr'ND CLIP MFl�.'TEIIPE IVRE, Al.41. a'F W A.ANopndv fEvr tic msuttwrnws !� SLAT-SOW EL�Y�I7701V uNVER TARGE ALLSSME WY VgtWE PERFONATKWS - - - --- — AS.M. T'°FEV"'' Y.P C nlA SLAT WINDOWMf DET I S -AML 14'1�APM7{AW: 10 SMW SLAT ACED 0 W lRfDO & 2 C lPS TYPICAL ALTS E PERFORATED rSMALL MISSILE IMPACT) 1' SL4T ,WINDOW ELEVATION LARGE MISSILE IMPAC T) ``�,uctltl IN ,,,�� FIONDA 8WIDIAKr.CODE(N!®h Non Nigh veW(y xr..»cane Zoae) EN'.. +�iy ®27rJ 7Y7ei`O MC 7TFAN h FOLDING IMPACT PROTECTIVE SYSTEM p7! '� fjU .0 re/aTrs 0A7r �C' / �`°_ nterr rtsm+e.a;:[A9nrcEarAe mrPAArY 7019 N mxcKT L=4 $�Q�(]F Y `` av rx a. rm.Au vxer�A�(� rt+rr m low ms's 73-080 9r...-aleH.me.o/.omn >yr .rwArAfilrAldiwmn LNANMCIAI ' '. AF' <l+ E a yAy�' • ` AzoAYu te. u7P.67 sNlzr J.ar IJ • •o�ppElltt111111 .. . .. ... 1- .2 'E 4 5- a 7 7A ' '�✓+ '�t4,i''9 4 0 5 m • �q - :a�'a.:FdR .AAtMs�.•... � ._ 4 NdTES ON iopONO TURES A1010- WIT . 0 6Y' 1,.Tw0(2}_(+SN91.N-WAYJ R USM AT.PROWMt WPM SPACED !t 3Q'X0.0, SCAN§SPACCEO M O.p A#MIIDSI' HPo N! �M . f(S�Q�� A Nt#7 ANT`r lARt i ttt57At y��t7EF00$.tf�t Molt sC$EWED 70 TAPPED tE'pPIECES + TFiW'9S.UP 7G'iR4" #qR• r TION.qF SRA tI'BE.A$:S1i0WN'flN T7PN35ta EtEVAt10K ;N - - ti((2}iB0�)ffM'0:T4taE5: SN ALWAYS BE VSEb UP-it B4ndM AT '' � '�. RR bUCTS CFl(tEANE 4 6R A47NST/�LLATION LOCkiNft TUBE9 8S AT l Qy xwui�, EguRarW ..tE�Es As:sRowH'oii sNEEr e. bR t , 1 SEE LbAITAl10N5 T0R Qf ON SNEET2 f WO EL A D woo a�,s art�,,p ��OR + @ .� F• s ,�f C� , NLlA11TF0 ' C�,gL.Et.�(�,TlC1N• � , }NOTEi SEE SECTIONS 1 THRV.3 ON SHEET 5. SfE Mor 4 TWRU+S OH*EET C - 3EE SEC NS 7,7A t 70 ON SHEET.7. SEE.SECTIONS:-1 W'.R 2W •CN'SHEET 10. 9EICSECTICNS 4W,4AW h 7W ON SNEEt t I. ' FiORfW 8f11LD7NC COQE(Nryh d Non f h voo?ly ffiA* m:Z—) SEE SEO11gNS 7AN 78W, oW 8 14W ON SHEET 12. ��� / ......,!T'4, s+an o.tx +ac TITAN n FOW NO*PACr PRotE M-r tsYsft aounr m EN AA � mw putt °m�3o"rm:'rr:' 0-080 AURM Ab /iQaW LkMfm �,s as a ref �aiM POURED,CONCRETE , fNl-C ImBLOCN _ i OWNG NON S1RUMPM WALL 23. oP11OWL PAN HOOD (NON- Cll1 STRURAL)O EOW4D. _POWED TRIM(OEOMWE-HEM) 'ism 91EET'? ORGll�ER HHC SW (NON-STRUCTURAL) - ('�p,) ,.q 2540 N: W J NYLON ,gA colom 01i 42' Y -'�� R j r OPTICMARMI H000 (SEP SNEEr 1]) (N ON-STRUCr4Rr� Ito K J ss 0-9.wl � I 1 0.]7] NnDN - /IS'NLN.POP RIM.. ttgqryNoo 3/10'"ALUM. � 6L7sIINc'W/A ateo � auP tom• a Q, 0 1e•aA;, 1 (S•: NA%.) � �•-s- I LONG Tor'AECDON O.SOo a163•90276• •1Y O:C. s/4 P.RY1 BULOt7( I OA:�AND.0240'-Sd AMRD.OJC- I O.W!LONO:.DOTTOAI. TAPCON W A/BUMiD SECI70N'DJ20,'OA AND NaTHER I SEPARATION 11OifleDFORN'LEtTMCON' 0243'I.d. $11oPPINO-lA PO LFREO CONCRETE To CAN OR 1/4 /;F7lO 1/4•.l 1•TEK- 1 SIDE'DYPJ OR CONCRETE BLOCK. "(St-e scriflnuLE Or ,� CONS,NULRION PR9oU SCREW It /41•-20x0• b/ib'NI 1 or.i WALL MU RED. aN sNEEr 13) CFME-FLEX W/13/�' 1 SA NS NiM Nur a Pop�RMPu, ®t at. :� MK.womrmrt 0 e•CA I WASHER o a•O.C. ole•oq, or ` I �t I �POWCD CONCRETE I OR CONCIt9E BLOCK }1�--roWANA N or WALL mm. I or 1 N T= DN �. -POLIpomq1.cDONCRM S �---- -'(SEE SOW ULE ' Olt REOu1Nf]) '' _ 1 ON SHEET 1J)'WWAOr (7xRnEonaNla� I i%4• .,•Toc ®f �{y 1 t=Am t/fir-2o•.,• SSS WASHER WRIT ,CO ER O.<'a 1/4'0 WOULD* ' flow Bs srs w/,/ru TAxoN W1XMV4Cm Rt'LDNO,NYtAFt.BLIQRN7S ... lFH✓fADFAiN SFBMNOLI)O( 1 . me iHm 13Y ti LQrlana ).'FxeMPrAT WALE FACE MOUNTING INSTALLATION �PROtXlct9 I to R Housmd DTP,) csaETE fLnL WJ 1 5/s' ��-- SECTION 2 L+N t>.Bmrtrmo e• a I WALL FACE MOUNTING INSTALLATION ao Cr,,x SECTION 1 +/r MWOR . .ONOUTED KOCK REOLURED . - (MIH,rc pdd10U OR EMISTINO HDX SfRUCfIRiAL - NRL ED , WALL 18111(f1DC017u1AiE Sll) 0 A c l:m BROW DWCHOR $PACING DECORATIVE. WALL TRIM TRAPPED R. MOUNTING INSTALLATION SECTION 3 INSTALLATIONS ,DETAILS INTO CONCRETE ����� y N,V( A.S.D.DESIGN PRESSURE RATHO -+65.0,-90.0 PSF & CONCRETE BLOCK E� e/r�, FLORMa4.911L0AJ'CODE(Illg6 k Von Rlph VelociV,Hv"ic0ne Zom) 'SGLE: N.TS. .2 C $' $ 020IJ?XMW^'c TITAN"ll M&AfC IMPACT PROTECTIVE'SYSTEM 1291E FORIABINATIIkt.OF SECTIONS: * E.D EDGE DISTANCE N- 44187 "_ ! IoyaanJ. I-MOUNTRgG sEcmg CAN BE CONBINm (SEE SPECIFICATIONS ON SHEET 13) .IL E_C;O INe, � G SWRELT,IP.'CORP. 'ma FUCE N ANY WAY TO SUR-ANY•INSTALLITION, �,� mtrr T13MG a vvorNmONc EOMPANr Ta•LSt7J -o• T 4 me NR ak ry Nva artwa aym 13-080 nw.'r�h, o°S7m uv.r.�Lrn-wr At'r "•�'�(� Lu ,,'yC4 o-moR:b7deroOco.enm .w►JWatip +ma AtINNA tb t SFE.11NRA710N5 FOR ON SFEEf 2 �•ly// ML?W A.,ZTx1lqY�PC a•. mrn. R ma 2 �i 'rr lZalm tAa A"Ter r� ,� anLET J a'rT. 1/4-4 r,3/4'TD6 9CIRL'OR 1/t'c 3/4' Oaw SOUS WJ NUfS k WASTRTt 0 R'D.C. POI1FffD.CONORETE OR ROILED MUUSK ; MIN.SEPARim 1 NULS TO CLASS CGNCRflE. REW� 70 C� .. ✓AI.RAIN HOOD 1_(`EE:$dlIEOULE (SBE SCHEDULE oPIbNor OOHIELIIpi 04 Co. o. (NON-STRIICTURAQ 1 ON SHEET 13) f or F ON SHEtT 13) t t (SEE 97ti37 13) /10c3'SS.S.Id.S..W/1/2'} ALTERNATE 3/18'xLw.- Q�t r AUERN+7E 3/1S•A&LmvA ® $ r3/4•IDKO NYLON BUSHINGS PGP www O 3'D.C. POP AR. O a'O.C. 1 (bP TOP)AND 1•LONG RyP. AT RMIAT RFAR. 1 A, INTTT[AT),EXCEPT AT ROLLER TK,uSIN.(TYP.y 1 1 v (2)')MCK oesROSL10LENm6' •a, 1 - Vial AURA:POP F�m 1 �� Vier 0.0•BPOIx slePs - O 1Q•D.C.BOTH Sow LEClk N te'ALUM,POP ORIX10,+F Y SAT.5,113.W/ IMAMN ` d FAM o la"D.C. 0.37]'I.DNO- l00IBN..3/4'PUNOOD lIA,NNO�W/A 0.IIK1L 1 0.17pYlO.°30' AdN,3/t'PLYWOOD 1�• + REQUIRED W1 0300'1 Nros N y3P ,AB WAUIREO D.C.AND D.24.7'.Ld.A{O rr••�� NFIOFEFR 1/4•r TAPCONS OR n 0.721•LGN6 DQTI014 1 (SE£3tliFD.ULE 51:-C110N �.) ALTEANI ATE y1S _ gRPN.)FA ®? ' CRETE_ lAWu. $ 1g/i4EtE-fIDL 1IC TA RU O.MV 0AND SWEET 13) SIDE ANCHORS ST 0.C,� 1/4•nwD r APb1� COKtD O °RWASHERh rO 'O.C. a CONCRETE! INC � Zm2 1. IA oR 96D� OR O,E® RECOCTE BLOCK WALL, ALUM. oLT. CO.W I1 D•o.E. MURES TilltT9 f Y as STANDARD 00UNTER•�T0E ..MOUNTING. INSTALLATION A ILONATF COUNTER—TOP.MOUNTING 1 • SECTION,5 10TALL910N SECTION 6 MA1f.0.tDr DESIGN PRESSURE R\T1NGa }611.0. -68.0 PSF MAX.ASD. DESIGN PRESSURE RATING-+69A.-66.0 RSF s 1 •_ •1:. 3/18'ALIO.PGP RIVE15 f rte—�` i'I 10'O.C.SORT SIDES r(�E O L q B! 1 ALTERNATE LEC f or OONIlL110w q 1' BENT T01 ®t •( SFE 510F,T 33)' fEDN d / °pEWNWTAXION 1/4Y c 3/4'TENS SCREW W/ INNIRED.�O17ClRTC OR 0/a'W/b5HF71°R I/4'c a/4' o. A CONL't�fE BL.00f WNL BQr.TS W/MRS i 6/8`WnSEER O d REQUIRES BUILD-OUT FACE MOUNTING_INSTALLATION o3na,,gpl14 SECTION 4 (SEE 3REU 13) .• EO f0. 0/ro 6 1�C!4 BOUSC•'S W%NUTS POURED CONCRETE OR d SJa'RA9HER.a a D.C. INSTALLATIONS DETAILS INTO CONCRETE L �" WWI & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. \\\�\!!I7 N 4 0 FWMDA BUILDING C07E(High&Non Hlgh Velodty Hurtie°ne ZOhe), mxls nLRm A1C mAN!l F wim IMPACT PRWECTIVE SYSTEM O mw°' NOTE FOR COMB)NAIMN OF SECTIONS: TM ` � '�•\�ENSL.• �� �� EO, .+.EDGE DISTANCE � � to L• �'! 1-MOUNIM. SECTIONS CAN BE COMBINED (SEE SPMIFlCATIOIIS ON SHEET 13) INN ANY WAY TO SUR ANY,INSTA"nON. `_ IL E C O t M o. f01D1N(►SMIIIfR CORK roDAN R'' :1k •�•- rRlJr 7ESrJl(0 R EMf.INE[AfNG COMPANY ���r�1I�Er na.■r:,.w a1. W."0r n MI. P1YL�AtlL'X11 J3-080 t SEE LIMITATIONS FOR®ON SNELI'2 -�QQ• •.' Z r .ra:.mpn-rmr A7tr �i D"K M aw r msr.. a .ro.w r: Oji Ram !ulq• . MOXT B OF r3 i • ••S!f fit 1l1.• ' ' wK eQ. POURED.REWIR® (B EET 13) o . THIO S. ROUet RouSiNa % oFT10NAI.-RAIN Now . (RoN-s>AuciuwW (_) 3 t1...0a'SALS.W/t/z'a ROLLERS 0.063'R(OP.)' .3/4'LONG R"1 B1*11,INGS (ryp.TDP)AND 1'LONG(Tip... WEPT AT ROLLER HWSNO�(T1P.) usmo WHO 0.DN. 3/16 ALUM. aI Low-lop o MVD ¢tso' ROP,-O.1m O.DA .243',N o.700'. •le•o.0. . D.D.-ARD ONO id.ANO ULT 0.1e3•.O.E70•.OA3O• D.?ss•Calm BOTTDu uLTaAtaB wEUHER eECTIDN,Go..0.0„AND STRIVING EA SIDE.C".) *%,)" ;" 11-0 or . ®'t �- . 111N.SEPARA71011 -l Or � .. tl NN (S .6p1E0G11:£ 2 ®ty{ 10 OI/SS (S€E SCfIE1lUl.E T Or CKK ..MON.SEPARATION TO CLASS 1�1EN SCREW OR EE,SCHEDULE .S. —' I 1J4r-205c1 S ,N3 . WRFI' ON SHEET 1'.� i Dr 1 (NON SIVIUCTUP NUT ET WASHEA 4'O C ®t ly ALTET)NATE 3/1te RIOL,. ,I N• POR'WETS•O'D.C. OPf1ONALRNN'GUAIID AT arra. (NON-4tRUCR1RW IE1 SS ALTERNATE I/16.ALUM.&Tmvg*Lo . g LOCATION W" T;y • AMAIL 0 6'O.C. Cj Yto'ALLU POP RtiEiS ANCHOR OO1!¢Q11GN D! _ 9 io•D.C.BOTH SIDES (5LE SFrFET 13) 0.10'�AOL0.8SRV WIN IF EDGE Iw APP —BLAS P0111ED R�E011� -COMI.l1CIION CB - (SEESREhT 13) PDURED;CGNC REQUIRED. OONI:IiEIE. - CmtEEIIDN ce Cbl,Ea MN.E.D. •LaN.E0. (SEE SHEET.13) .mill.CA, TRAPPED MOUNTING INSTALLATION ALTERNATE, TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 WSTALLATION AT BOTTOM' INSTALLATION AT BOTTOM SE 7A 55CTION 7® INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE,N.T.S. MAt11H1 [ii�{�/irr�+i �,,F`l FLORW BUILDING COdr Non High YefodV Nunleane IDDe) NOTE FOR COMBINATION OF SECTIONS: * E.O. tDOE DISTANCE V' 'WG ENsCC•'�'� ®eOtJ mTHAN!1 FOLDING A(PACT PROTECTIVE-SYSTEM, mum 1-MOUNTING_SECTIONS.CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) No.44167 cullifcO M. ro/zq/ta IN ANY WAY-TC SUIT ANY-INSTALLATION. IL E C IMC. IMAV SM/W CORP., � 'ANN Thur rEMNS A•CA1an/A•EMW CO.VPAW b� fZ IIN3 . .ae NK aeAar Maxi«avis Tt at 13-080 t SEE UWTATIONS FOR®ON SHEET 2 ,•y 0 � � ' m �e t`oa'o n"n r:.A.verwl au4Nea w ,t LORE REs-oam[fa1�[tP. ,jA'/,Ari• •, a A�i.�RlDi uc/Miei Sv2T r 0/A ON ORO=cm. VAL aLOCK WILL '� 'a1"ars o,at Taeows X sow nvt Pce snmAx x. . TABLE 1: MAX. SPAN WOE LENGTH SCHEDULE(TUBE TOP OR.BOTTOM)._ 2c r.a�c>exs satx-• -p 0 o ALLOWABLE TUBE RE4'D.M}GiE RUMBER OF.'ANCHORS war 5° -- — ---- -- TUBE MAXIMUM SPAN LENGTH EA, END PER ENO OF,TUBE O f/a., s/a•,Wk� ,a O ° SIZE P SpA T TOP OR BOTTOM TOP OR 80TTOM TOP•OR BOTT014 •f a� ,jr M. TUBE TUBE TUBE 1�1D1CI9 4i°/i� 60' 106,0" 13 8 AVGE (msnAmm&MME sa sctw 2'x4xi 86' 85,0" 1T t0 �— • ra'a Y �. 144" 69.0" 13 $ 3 1'/}a{erylll. 80" 117.0° 17 1D �t --of- �,/ra zx+xlJ+' 8fi" 110.0' 21 12 spm ma fDn�►' 144' 91.D" 21 12 1"YAICAL 0 VA7bN F 1 AT TAP1 $0' 109,0' 17 10 SPS •itD;r+mMe RtST ruA:A7 — s[1i'� z°xs xi jfi• s6• 100.0" 21 12. 144• 81:0" 17 10 —wc t»c mil ',lr 3°a W. 124.0" 21 12 ED.(IMJ e - 11DD+- rte•Tr'• 2796•xi je' 96" 114.0' 21 12 144" 93.0" 21 12 3Lr1i11e {R rpt •�� ]Sn•,x�ia'e. .Ot - VAUD ALSO-FOR 1119FlElGtO'108E MsiAtLl,SiDN cHtY' •}7�TtlESUKA'110.N C5,DIE ' � eOEJ-'!r AriY. /t4 tt,FDi-. $INTTERS IfEICH!ABOVE dt BELgV!GOES N4T fkCEED!HE-ADVi.PRCfOU4T"SYAII �; ��+� BOW TOW TA6L�'�1, . i Y 1' & TABLE 2: MAX. SFiAN TUBE LENOIIH SCHEDULE(TUBE At MIDHE19HTj TUBE MAXIMUM ALLGWABLE TUBE R N ANGLE NUMBER OF ANCHORS •roc — _ _— _ _——— SIS P SPAN T SAN LENGTH EA, END PER,END OF TUBE arm raeaUr ftw — — —— a ati+%ate t>•;rK•rK + �, 60' 76.0' 13 12 J,00a' 0.gArm illi•as ua 1OB anar 4'wsvAa9u s°m mss"D!apimus 2'x4'91/8' 96, 60:0" 17 {5 � '1A�� +8,6" 13 12, 144" Uir,r wy m f��1y Aose a 1//a4 w�wlt5 Y AT R�6TTOf11 $0' 87A' 21 1$ UemU CLnro4len' a!10�m fhP.1'@,a RGilDxxq TYRI-,1 C'1/ �} t�o�l-YV9E {I L �DwAu' " ml 2 x+xt j4' 96° 79.0' 2t 18 tQ1 7/a•r a.+n4.aru •er e / SPAN Tw:b 144" 65A° 21 18 fit'Y a6. T•. GAae�,ssU � " r/rrn, $D• 77,0'. 1T 15 2"x5xij6' 96' 7&0" 21- 1$ �? 144° 17 21' is 18. tai " 2"xE'x1j8' 96' Z Z 144" 68,0" Zi 18 o 0 o INSTALLATIONS DETAILS W;� SPAN TUBE INTO POURED CONCREI mix nti 4•n9sr -- ----- GROUTED CONCI�F,I�,.BLOCK WALsam""nnee�3pPD{RE ---- — -- — SCALE:N.T.S, O O O tt, s1RN 1tI6K PER 'SMAX,AS.D.-DesjGN PREmr(E5a•a 43,x !1fi,'' FLOR1Lwt EM11tDpVC COnf.{High$`,Nr»Heti Vrtrr; Hwrrrane Iare) pt .� :'_�CFI$�F':�f� ��nts rsrczxi•nt 7f1'AN N FOLDING 11fPAC7F140TEt7TVE SYSTEM 'aat fir aaa w��i 9c _.—..._mexwr.trml T ✓�- I I (;Q—N- rowmm� Dan!s rr..sscs r ssa1e/a kc ruLr rsrrAw a.eA axsrsxv roatrurr msv AY767RlET e/t'"s/r tOti sar a talem roas-m atuu A6 J=Al MMT10q p AT MIOHEIGu11 'd r aa,u .ne ws a EEST t>rty n sxu a oals"arlla.uei. Ise[Uam9q '—'-�y"n•s. ""• 9d: �� SPAN j({g rNsi r AT10N t sEE LD/IfA1pN5 FOrz Ql�cN SHEF7 z� •e�'• (_j 10, �••�'' ca-aurna Fip d,7.7 P. Jlw a WET 11/1NP4 OPoOIIa/CDflE TE7fir9 Ea �!///J///� �Lt e:a• ( 'HEzr —! -06n/Ic cuss IXB'nt6 STfalCiUf1E vcmYW.G0. YY sna 0 cgae g1E8T 1» � j 3 S.TY 4YPa— s�aueRsu=Az >)c /l \ ;/is*FOA NM1C6 OR o�cl mcnR ee FOR ,X 0 v 1 J/{a 1/4'.d/s•1}76 0 F= (TIP.) /Cf1E11:- j \ ,a ac ' j j 1 YCIDx6 rTa•0.0. A/T�'�1, ��. or�t orVALL FACE T�tuvi�r/'c.a or f ar ` END�URMON aP 0 2 3 j o.o v 7lt6•Far tevTTs ae / 8 LczvElls: 4 SHWN 1104.3111•Tats a ocimmotraaap ) R(g) o ao•or r �- EXTEEZIOfi' t+s� Ty to) e o c 0 easF to u�Faa 0�m DD Kmp MA 4gi1 0(5I Q410 JO• HORIZONTAL SECTION 20 °°° FOR UP m'TK'BE 11 FIw6 13 m t4{°sun t1Nwa 18 sepFT1.111Y BE iNSHLm t TIOaZONW:$C=OY SCPLIM llAi'BEIN�tY1F0 RRMNCR OR lYI01fIXt) (LETENS'INR�tlOR s+rM nv rs amsxac oR ExfWa+s {Emcs ezmaoR) 0a OnUMV OR'lTm.ia'as *W¢r!Nr-Ar llsr SIAr At v4 m.w5 IATIQltS 4 OR WN eoesXAZIT4 Yur Y,ae .4 OR Q{% 7Vt+ ."mON�ie na TIXo SHOWN Tux�l,/c,trE-ruix SFIOWN 3 / t E t#tPtAtloNs Fblt txt 9#fT x O 67iND sTmlcnDc ..to 0a'm. mcmis smllcnwe �`,�_ BUILD-OUT EK=ffG SMUCTURE END_CONDITION taw aoe7 n/uaT fu«ac aJte')K7F AI,E'15 !TS {d Oa T/{'v 3/{•TENS OR EMMSTFa1CIlIRE END LOCK ANGLE tNMIf4•N a12 /+•mow/ ��jd LOCK ANGLE -NOTE 1 llu srta To Ciw i xa16tQNifi scTwri CMT.vrxl�I�T5 i 'v 3/4, ONE LACKING TU@>q PAS S BE INSERTED 'c'e"D ro ONE U HAI t,. iNjt7 THE TOP AND,BArfOM OF EACH EXTERIOR OR a s as IWMQR CENTEROfECE 4 OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE� A O)o s7.0.a.o 1O�lY !�mos SOCIO THERFIOPLA,,�'TIC TIP MU BE INSTALLED,THE TOP 7,100'OF THE TIP.'SHALL.BE SQUARE, SPlY t T7 p�0 x 0.357'NO.357'AND It SHALL•BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®.AND SECURED o'_4 Y TO 1T1`ERlTI¢Nw8 WTO IT Willi A O.j24'0.d. HOLL,OW PIN.THI=BOTTOM 1,100"OF.THE TIP SHALL BE mm'DIAMETER WITH �Ex�iEro�oR) •A 0.2DD' LONG BEVEL.TOWARD THE END AND A FLAT TIP. KME£N THE SQUARE TOIL,AND RO(ND'BOTrOM 4 OR 5 OF THE TIP A SQU.&AF_ 0.4479 x0,475NMO85''THICK COLLAR MUST BE INSTALLED,AT THE TOP OF THE ALUMINUM LOCKINTa TUBE J� fl 2.-PIFCE,THU MCPLtSm LATCHING MECHANISM MUST BE INSTALIED, QNE v SHO (1)PIECE, 1.378'LONG,.1 A 0,368`xO.389'xO.B30'LONG END S14ALL BE INSI mb'AND 0IMPLE CR}fIPEd INTO THE TOP OF THE ALUMINUM LOCKING TUBE @I THE TOP OF THE PIECE MUST INCLUDE A 0.60e DEEP U THERMOP8 WIDE.LASTIC TICHANNEL NSTALLED AT SFUtLLT�BEEh1GAGED INTO ERMOPLASTIC plON LATCkING HOLES DRILLED LEVER, THE OUTER j Lwsr) ` HORIZONTAL T`tANCE OF TaP/aoTroM TRACKS. _ 8�6.0EmoR 4 DR{J� SHOWN ALTERNATELOCKING SLAT CORNER LOCKING DETAIL NCRMOWAL sWdW �y4141U1111lN!!!/f FLVRt114 BUfLCM COVE{High k Non Nigh VeMc*Nraa7<lccana Toren) END INSTALLATION DETAILS INTO CONCRETE � � '� �, '.. T ��"J'� °° nrax ft FOLDING rn(racr pnorEcnvF srsT>u Via^ CONCRETE BLOCK 8c WOOD (AS APPLICABLE) ' = 111.l�C t31w�. fottllKG Sw� ATR' FL•:1TNO A ENO1NfDtWC I:mYRAW 7tleD MAWR=FUM fsow°w.aS x ms NAT 1M/XSS104 NE aun 73—QBO $ f,,ccam� ,n.. ccml �w 1-ISTi rx Ta -M �O F _, s<i� E7?-wwertD rr..rtoanvaDueamra CO11N1HO aro 1 FLQ.PAna"AN figT f.8+: 8 ♦"�v�/ \\ / i1a7F. SSICT D of 73 ' hf/IltlllfltllNlT AF A o r"i re AF (8)0/1e•PCP WVfi. T• FJ�CFI(FC 9P 2• T' /NCIE.iS 4WY F10F . ANCtE A r IRCII OPENWC ^ti. 4 (A9 9gMHJ OR 70%iPCs ��P 0 N F<1w,0 To • 19 �� *'i1NCIlK7E • FIUW CUT IICURT • PFR sECOOR k slw 67/16•w7 RNETs, VCHFEOW CF ZYC waeu7�wu1 HEAD EXTERIOR ELEVATION AND �1AAD BOTH WES PLAN VIEW A—A OR� f OF PRODUCT 8 ® - ty.f INx 31V OMONAL SIDE ANG 7F7C5 M 3Jid't9R L• i 7 fY':f i 's f ' 0-1' (FOR SFCICR 4,%W E) Pfi7;75 PFR}RIdL uOURCN OR 70 wx-E(1 RECUI-) +traows'/ Y1EFx •E; �'+ E7m FU=W ZE i7AT lj(CIiC1S 0,8'OF l_ Elm OR 1.F7m l• 3118'POR R1t£7S[R Eoma ff"Urnm TIE'.4 ,EPs 3 0 IV 6A. �a �� •,`a• •+ ••ri•, 1/1'ICN. -C�15171nLE- •�ti• •EfmC CF CC(ICPF]E SIM 00 CR L 040 ?. TRAPPED.WD• C1RNER POSE CONDIT1914 W4 FST END FxaR+r�7rx,sF�srax *s+fiS•` F{1)A�f��tttttth" FZORVA BUILOM CODE(Nlgb*Nan Nlglr Vvl=V HuNkme Z-0) END INSTALLATION DETAILS INTO CONCRETE ''' `���'� ' �'7'� TITAN N fowiw 1MPACt.PRO►cnw 5YS7rm CONCRETE BLOCK 8c WOOD SAS APPUCABL * = E C oINC. mom SNUM coy: F7 _ :tt" •r¢Fm rts7+Aas!t rttCrxrrMxo ccwnwr MW fM&"l7 wM6 �a•.T "�' / " ma vs a�n m.a�ww.gooM n m 1vx""eo0-00--n 'fs 13—Q80 s- & cLaR{Bt' e�att�u. , ^'�raR ...ro> a..a auacre ....._ �r///�t • •�' ILD�WA4�(.tN76i Ir I®r- Rita rix�a .xyCE7'91071J �, � WALL FlN191 " ' .¢ WhONAL FE JN H= O Mt-SrRUMRAL) WALL MIS" . A , h 10x7'S:s7KICK!SX. ,S.N,S, ROt1ER faU9wo �MLOH eDSFeNo9 taR) AND:1'LaNa,(ryp.1R)"). Ar Rauea iauswo{tti.) O.M-THICK V.S.kbU.ER HOLSINO OPRDNAL PAR NOW i 4%'�"*'.w^• Cl�MLoN �' .(NON-MRUMMJ „per`•„'r+'� una ' 2 i14'OOM:W000 ( 7/16'AURL.POP HEADTA raab. /10 x Y S5.SNS: RM .0 1e'O.C.' BioI5111N0 eW0%A D EOIDlDIION 01 LDNO TDP.6 C1lott oA00' 1f D t)a.Ano A49'I.0.AND LL7RIFA9 1 or d 0843 IANd BOrTOlA !.' WEATNEir sEargH oze 6A ANO s7Ra?PNF ®'t t , s/•e•Auly. ' a. 02�a.d. 610E"c17P.) �� 0 16•'oc:. yW� I,•Fe MIM:bWMA11ON MN SEPIRAION - 1K4•WFR.WDOD- IC'Ol1S$ {y puq HFaOER,REa'0. � SCXkDUIE 1 0l x�r�1 (SEE SO 13) 1 or L'1:T 77) ON SH t'xs•cagt.woD - � 1 runt Reap. .j. WALL FACE MOUNTING INSTALLATION e ? SECTION 2W° (TOP) cammom al WALL FINISH WALL FACE MOUNTING INSTALLATION ' SECTION IW INSTALLATIONS DETAILS INTO 'WOOD II lil 1fff., FLORV 111AD/ArG:CODIE(Nigh de Non'N1gh.Vefoc*NwrkDee Ione) t SEE UMRATIONS FDR®DN'SHEET 2 -'-.• d e� mates Yx a m m m u Fomma IMPACT PA'orricuvE SYSTEM awA&.srt " NOTE FOR-,COMBINATION OF SECTIONS: 1 i 'r �•-C O Inc. }c... FOW C r ahJ '1^ FOR�.A 1, FRAME:CONSTRUCTION: MEMBERS TO 1—MOUNTING SECTIONS CAN,BE COMBINED w L� itWD ME76r7P�l�A BE HAVE A"MIN:SPECIFIC,DENSITY OF 0:46 OR FAUAL nLur TFsRNa&AW WCCRMW egwvwr IISsf ifYJx tt SWIS .. IIN ANY WAY 1D SUR ANY INSTALLATION. - ®K .te xt'ea�.m wml A'k I oww pQ—'0 0 . '' ”" � rmart:DM�coOnMmm '��r/ •� A .•k..tom uu ,ii"SE Tarr to cr.ls 1liHI1tIR►! t/44 a s/4•mc5 scam oR t/4'x 3/4' iLOLT4 w/NUTS h 1vAaTRR O a'D.c. •1.`.: �OIhRE'OLM. IXISTINO WAWOQ t �F OF ExlSRO MWD BUM TO BE COMMBY REGISTERED ENGINEER OR ARCM W PRIOR WALL FRiIISH RROLLOlERTH0�U5i�• f SEE LIMITAT)ONS.FOR®ON SHEEP 2 TO PRODUCE INSTAUATWH. 2k4•CONT. E4 NOO.. D iK0�0. €. E'0. D0. OPTI0114L RNN NOW NOTE KOR COMBR14TION.OF SEEMON4: (NON-SiHUCNRAL) t-MOUN71MG SECTIONS CAN BE COMBINED °.; +10b�3'Bs,S.M.S.W/1/29 x3/4'•• IN ANY TO SUIT ANY INSTALLATION. LOI{0 HriON ILU$HINCS(TTP.TOP) ;- IND t•LANG(typ,aOROM),Excm n AT ROLLER HOLISM(TYp.) . n G �: ANN MOL10 (Y)SON 1-FOR WOOD FIWE CONSTRUCTION: WOOD MEMBERS TO ( x-STRUCTURAL) HH BE HAtIE A MIN.SPECIFIC DENSITY OF 0.48 OR EQUAL ,8359-(TYPJ a} B i r3/tex .S.'ALUM. 010 3-S5.S.MW 0.373'LORD M1DN Pb�P RrvEM, AI.IFANAE a. o aw/oos' aMP SECTION Ieo 18.O.C.lE dviz .4d.soy O L.oanoNBanum sEC:wN aJ4A•'O.D.AND 0.213`U. 0'18'OD. IgE x0T[.� O:taT.osm,ao3a MrosCOON LUR(AFAB AtEATHlA ; smPPI(mripT),a s®E (sEt sr3HHianutE or®f&� aN SHEET ti) or®f w ( TRI. CLASS '' � ro crus SEP ci�v + (SEE"IMIT 1) 1 or ar®f ULIE .. f I f or® t -Tb-Tr 7/16•(illi AUERNAtE LEO OPTtt:4iLL N.cUAho' POP((N2T5 a•6.O.C. LOCATION FAL�TV%RtIFA AT lid. r-T�4I���T�` ' (SEE NoiE•) MON-smu�CHDw.) I !I , II . IL-41- Ar REAA Jt r _ 2-x4'COHtr � 'rj -- R 9 ' o44 $ 7/18'ALLW.POP RNEM �r ^- 9 . 0 10'O.C.BOM SIDES "N 1r? >0� •$ n ;ff16•AUJY.POP RnETs OA.BOTH SOTS d b 0. cN'FEoiRRWIDO 214'COM. C (No FINISH ALLOWED) WOOD PLATE - 1/4'�x 3/4-TEX$SCREW 1/4V x 3/4'TEks SCREW . I OR,t/4'x 3/4'Bolls W/NUTS W/3/B•WA4NOt OR REO'q. t�y "t; a,5/8•WA91ER a a'4G OONIECDOH Ca 1 I i r_ 1�4'x 3JJ4'e0LT5 WJ NUIS R 1{ ,A S/8•HASIILA a 4.O.C. I 2•MIN.ED. 'MM,Ea. 03 A11 FINISH IMALL HMSH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION /� SECTION 4AW. (jjBOTTO SECTION �7 IJ( SECTION. 4W FLOR04 BUXOM CODE(High k Non High Ve&CW 11UWCvne ZaxJ -:ALTERNATE LEO LOCATION AND AN(3HORACE TO WALL SHOWN DOTTED '�,V •Sic•••.�'-i ®2of3 m T)TAN#FDLow/NPACT PROTEC71w SPSTEM °OAN w' A.6: INSTALLATIONS DETAILS INTO WOOD 0 4 - IL ECOmc. FOWN0SSM CIRP '°i" SCALE N.T.S. =•o'•, Mur TSSD,AT a rmmrvuw coAPANr 7=HOIENe27 RACE 9• xm xa anx,rr .a+ro.ces R mla PUT P"LRAM AL uxn 1.7-080 r Q' <4 rmr.r pmJm-r •rtx:(sgan-rsn Pk o hpwfJ-87T •�.P' CpR) N,.��4�, ort eaexveeeceun ..etAwLIInpriWlbamn RLL/aYO Am .�F L Oooer,s //rr09iAA• ,, >E ami L %uLei ,xx �^ ®•• sAECT rt m n O CLCSS AnoN rj Vora ro MfEDLUK. )LE ONE SHELT 113)—_ olt or • OPTIONAL US CUMD ON-STRUCNRALJ 1/4' :1'TPC " J:7/15•AWN 114.OR t/N-2Okf' AoP RIVETS 0 p•O.C. !7 1 8 _ S.S.NS wn'-wr& , WASHER 4'0.0. I a/ta•ALUM. OP WYM O+°'0.C.Som SIDES EncE of suB _ �APPuraerE ._JIM- EDGE.or sue ALTERWE.LEO IRANCHOR LOCADON CAI mm"cf — Ir rawuar (SEE NO,B• N 2 MN.11'ODD _ (1C0 PN HU1pED ALMEo) WlMIDIpN Cd AVLAB IFOF 91�''.CeE Y ERM..E.O, _ 2'MIN.ED, '"1051E I t SEE LIMITATIONS FOR DN 5HEEt z $4T' TRACK ADAPTER MOUNTING .INSTALLATION SECTION 7BW BOTTOM) 1 NJti Fes. 1'N1N.ED. NDIE-FOfZC01 N7:71P: .5ECTIGNS .. ?�� 1--MMOUN)BJG'SE07MM CAN.BE CPFIBINEO RCo FINISH XlD'ARD) IN ANY WAY TO SUR AN?'MSTACC.0 It wx,SEPARAMN 2'x4'CONT.-WOOD TO MASS FLOOR .MOUNTINO INSTALLATION 11IP1ATE REOD. (SE sxEET is SECTION 7AW (ROTTOM) 1- FOR WOOD FRAME CC)ISTRUCDON;WOOD MEMBERS TO " 3� OE HAVE A MIN:SPEOIFTC'DIEN511Y.OF 0:46 OR EQUAL �:•�':•'• .WALl.FINISHor®t 'JC pptEWS(d/YI6* in - N?Lp. 2- SEE SECTIDNS 8W d4 14W FOR MNG A.S.D. DESIGN "L q>< �`' V x 4'.1/a' 'Ye& PEtfEJM'IIgN ATNEMgla - PRESSURE RATING k SPANS '<� pops-T5 tOftT, (27 OF 101['It7t/Rt075E5 $ AtuIUNUN NaE 1/4•x4'(50,3-7)FIAT —EXISTING 2x IICW 2'w NIMH f1'OOD PIATE w/.t/.4Y:t•h71 ScjI O7T,O..p�N At TA 0.a MAX o tp•o.e. ' I $. _ I/e 067RR�7p�EEo11Tt sw P1AtP.WI`I/4ti KI'1111 yDp •TTI ssLNs (2 1/se nwcoN ott 1l4Y caSrE-nt�c m B ANONDN ox/14 N.WOOD SC10.W5 OR f/4'4 •• . . tncE(F APPL1GItit2) o10s.v�0-scREws;kf NDMDifC oT'Ell sfuD w/ 2 i/2 m..THR!?AOeO PENETW11fON ptro wo°D '" SN0 1/4'0,3/4' ETC :(2)N'rLON 1/4'frAX Pt_11T000 Eb5YNf0 SOFFii SCREW OR 1/4-21.J/4• SS,B01.T5 14i,NUTS r /10+3'5.5.eue.R/tI2•P..D LIONOORD 1 WI Y er,OD. MtDN OU,91Pat9(T7P.TOP)AND 1".LORD ` 1/4't x 3/4',TEk ( E ,?3 R.)SOITOY),EXCEPT AT ROCIFTC SousNC 9 SCREW O 8.O.C. flo i 5.59.SNS.W/ 1 ((ryrypp MOUNT TON WOOD STUDS MOUNTING INSTALLATION 0.J73'"ONG ON 1rISNN011/ AM OD.A1,10;0245'PA AN INSTALLATIONS. DETAILS sEcrroN �4w �eoT'ro�ll lANO TOP 9ECIION[F500' O.1BJ'iA.270` " D .0.020: Ml . 1320 Wo TM 4N.sErARAnoN INTO WOOD IMAX.AS.O. DESIGN PRESSURE RATING +60.0, 60.0,PSF taxlrox 0.s2o'0.0 ANO 7O MASS T �TµS1U(ftNUH►// FLO/tN BMLDING CODE(N;gh *NOn Nlph Velm*H��Mcm+e Zone) 0.245'I.d. (SCE SCfiDUIE .SrFwpm EA or®t b SCALE, N.T.S. . (TrPJ OR SNEET 17) - 5=.(TYP.) L ...:..,, /T ®2orJ RcrEao ptR TITAN N FDLDING IMPACT PROTECTIVE SYSAW Mw4w er! IL ECO Int:. 5x>Q HEADER T0- TRUSS MOUNTING INSTALLATION L74 Tour TESlltro:JDAM ErNrro t7oMPANY m"^�r� ao,x,i Jlw �.faC txoiw n m T J-080 SECTION 8W TOP) !?Er l�,•�`' ,--,:wrC•omm cap r,rm:Pnutr.m�n oatNna w. MAX.AS.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF wurrxA0°D57/rr P.E ` >e FLVIM L2/M157 , � sI=12 or rJ MAXIMUM W1ND'PRESSIIRf_{p.�f,} OrI(QLLf`�PAGIIY' HEDULE" CONNECTIDN APA ITY-SCHEDLN E AND CORRE NDINQ AYIM MAl (MAX..ALLOWABLE REACTION TOP& BbTTOM`I:B/FT) (MAX. ALLQWABLE'REA,nON TOP &'BOTT& LB/FT) SLATS,SPANS-SCHEDULE:." FOR MIN."EDGE DiSTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE&CONCRETE BL66K FOR,SHORTER E.D. (2" FOR.A, 2 1/,2" FOR 8& 2 t f4' FOR C ANCHORS} 'xw suan�r'{6aa§sPale'd. twcxuM'» - THAN MIN. E.D. SHOWN ON.ANCHOR SCHEDULE r cEale noox CONANCHOR, CONCRETE CONCRETE.BLOCK STEEL WOOD ty-) ' Y . ANCHOR TYPE. AN TYPE ANCHOR ANCHOR «1, M1 TYPE SPACING FtpE TtpE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 0.p9f 144,0 144 "180!b ft A' 1 B, C •• A C E A C F' 50.0 60 86 ib ft' C1 9 425 LB/FT - 38$ LB FT 157 LS FI-..134.LB 256 IB/FT 397 LB A B _C. A C 35 psf: '1oa.1 104 . 145 Ib k• 5 473 LB,FT - 416 LB/FT 238 LB FT. 202 LB".FT 363 LB ,432 LS Ci � 7-9 417 : - 38$'LB'FT' 134 LB FT 144. 44 210 tb ft' 12 3B7• Ff. 334 1,.. 2. . .}� 27 34 FT. 6 461 LBjFT 02 f.8 50 100 lb/ft 9 456"L8"FT: - 362. FT ,250 FT- 190 LB:FT 318 LB.FT.384 LB FT 12 375 LB/Ff. 334.LB,FT - 142 LB. i0 Ds1 100.,' 100 1:57:Ib ff 6 528LB. - 419 lB.tT :312 LB FT 205 Ls/FT 353 LB 443 L8 FT, C2 9 417 LB/Ff 362 LBM - 190 LB/FT. 144.' 144 240 ib ft. 9 390 LB/FT - 309 t9 FT 157-'UB/FT 134,Y8/FT 267. LIR/n '329 LBjFT -6 502 LS/FT 419,LEI/FT, 2$5 LS,FT 80:0" 80.0'i '154.1b'ft-8 C3 a 49&LB/FT 375 LB FT' ,235 IB",FT -202 lBjEi 298 LB/FT'.405 LB FT 9 372 LB FT - 309 LB/Fr - 134 LB/FT. 45 r ^ _ 3 613 LB/Fr - 672 LB'.FT 326 LB.FT .304 LB/FT 4 8,LB FT.631 LB/FT C3 8 469 tBjFT 375'L8'Ff - 202 L5. : 115.0.'- •115.0.- 221 tb'ff 9 466 LB FT 370 tB FT' 157:LB FT 134 LB: 256[B.F7 383:LB 3 766 LB,FT 572'LS/FT - 304 LB 144•. . 144 2711'Jb ft C4,. 6 892 LB/FT,' - 448 LB.FT 235 LB 202 L8'. 357 LB/FT..463 LB FP 9 445 LB/FT - 370�.LB/F,T 134"LB.FT. 60.0 5 125 3 972 LB/FT - ,88E LB'FT 359-LB.FT" 364 LB....,'SOO.:L19�+• ;753 LB C4 8 561 LR/Fr 448 LB_W, - 242 LB ft7 89.0• O 0``,.187 9i ft. 9 281 LB%FT. - '224 LB/FT 81 LB FT 3:19/Ff`143 LB 103.t13/FT 3 9.12 LB/FT 082',LB.FT' 3B4 LB FT 50 paf 1W.077 00.0" :.250:lb 2F8,LB_FT - 224::(6 FT 03.LB 120:0,: 120.0 ` 250 lb/ft e 421 I B/FT - X34.LSM 1P2;LB/Ff' .126 1 H"FT'214,'01FT:155.1,8/F1 C5 6' 339 LB/FT 334 LB/FT 125'l9.FT 1,44` t40`:. . 300Iti. 3 843'LB 67.0 LRAT 243,10 FT. 280 18/FT 432,LRA-1'.311 LB/FT 3 681 IB/Ff - 6.70 LBJFf. goo LB' BO:o 800' 138 ib ff 9 .273 LB/FT' 325 LB/FT 21.5 IB FT - 139"LB/FT'102 LL;/F7 _117 6t a" " 1871 Iti"ft C6 6 410'LB/FT ,487 LOY 323 LaJ Fi - - 287 LB' 1$3 t s 9 221 LB/FT 281 LB/FT 215 LB FT 50 Pof 100.0" 100.0" 229,tb ft 3 622 LR FT 975 LB FT :648 LB FT - 414'LB.FT'307 LS/. G6 5 332'LB FT 376 LB/FT- 323'L0/FT - 112D D'. 113040'" 2 4 - .756 i 6 FT 046 LB/FT 75.` 2,69'LB/F7 301 LB FT 183 LS/FT - - 114 lBjiT:153 LB/FT 3 863 lBj 3S0'Ib ft C7 3 350'(Bjfl LB FT 244 MAT 4 232 LB FT 238;U?FT 183 LB/FT 84'0"". `$OA`. . Fr i5D' .ff�. = - 152 13#/FT'Z04"L8 - . 80 0' ;SOA':.. M.Ili ft- 2 - - - - - - ". `305-LB/FT C7 3 310 LB F? 315 LB/FT 244 LB FT 5o P� 100.0' 1 .a 250 1 12 . 491 LB 588.LBjFT 409 LB/FT' - 265 LBJF7'1$6 LBjFi 12 3$8 LS/FT _460:LB/FT 409 JB/fr lism, '.1.15: `288.Ib ft GB 8' 730,'LB F7 894 LB/h7 81.4 LBfFT - J47 lB_FT.252 Ll9fFT. co 8 $82 LB/FT. 691 LB"FT .6f4..1B/FT _73-17- 126 " J45'tb ft 8 9824$ FT 1194:LB 819, LB FT - 530 IB/FT'336 lB FT 6 777 LB/FT 92-1 PM 819'tB/FT .39.4 89.0 18O 1b ft - - 5S Psf 92.0' 1 �92A" 249 1b ft: 100:0 100.0" 271.tb ft MIN..SEPARATION TO,GUM SCHEDULE 3NCHBRS-SCHEDULE 9 SEE GENERAL NOTE,0.2 ON SHEET'.I 28 123 360'iti',ft• 60' ' 60:0" 175"Ib ft ANCHORS ANCHORS MIN. E.D: MIN. SPACING' 70 psf. t00D' k100.0". 292 Ib ft SLAT .HIGH yELOCtTyNON HIGH VELOGtT1 TYPE DESCRIPTION .BLC WOOD C STIEEL CONC, BL. "'WDD ,5111E 121 110" 374 Ib ft SPAN HURRICANE ZONE f1URRICANE ZONE-O CONC, zo.0''. .69. .. 187 Ib ft ZONE 1:2 ZONE 4 3.50" 2.50' 9 N/A 4.00" 4,00` N/A N/A 1/4'0.TAPCON W/ADVANCED 75 pa! t00o 1001" s13:1tr ff A THREADFORM TECHNOLOGY J07•ib ft As 2 1j2" i" 2 5/$' 80 sl 1J" it1 400:16 H LESS B 1/4" fl x 3/4" SOLID SEf 3.50" 3.50" N/A N/A '3.00" 3.00 N/A N/A .90 of 107' 104 424-Ib ft 100 f01 .. -99" "447..6s ft >5'-10' 2 5je'} 1' 2.3/4'•x• -�. 11 84 '90': -468 Ib.ft TO B`-3" C.:_. y. tj4'tit CRETE-Ft.EX '3.00" 3.Q0' 0 N/A' 100° 3.00" ;NIA NIA 120 r 87 82 . 484 tb ft y8'-3• E 1/4"0 i7W-BUILDIX N/A N/A N/A 1.00" N/A N//�A 2:OD` 80' 78"' 411L5'lb ft TO 12'-O" 3 1/2` - f" 3 5/8' TEK'SCREWS . 140. 74 70`- 484 ib ff X14 NOS WOOD SCREWS 160' S9' 95 483'Ib R F 1 4" NOS LAG SCREWS N/A N/A 2 N/A NfA N/A; Olffi11 55" 82`' 4$3 lb/ft 0 AS DEFINF3? BY 15TH E^1995 STANDARD. o"Jitttl!!p{{Ilrfi� •F EXCEPT THAT 3 5/B"SHALL BE'USED `` T1 �" FLORrR4'BUX01 C CODE(Nigh&.Xoo High Neloaly.HattcD{io Zara} L+ MAXUM XIOWME;PR0O=R SPAN MR A. FOR MOUNTINGS AS PER SECTIONS 3, �5�.' 4/11 �"0:s�T�� TITAX 1t FOtD1XG•1MPAC7 PROT£CT1VE:SY3TEAl a'' CKN POSUKE As.D DE96N:PRESSURE RAIING. .V.•'�,�GEN�,. L t'MAY."ALLOWABLE PRDDUCf SPAN FOR A 4. 4A,& 7A' WEN ROVM.NEDAIIYE-AAM DESIGN PRESSURE z .. � .x{VIILIf�:.YY11r" 7ty� 3 IL ECOO'imc. avt FINAL��14{XMUM ALLOWABLE PRODUCT SPANS "^ ^ mLrr rtsmxa-ex rxaxc Egtw::D THE V U"EL,-.INED PRODUCT `'fit?a'•.: - p,C•� t"tL` ud..(ea-ejnnrrwr.lrNnEtlUc;o�roven.tfcx«rJn�c�-rurt_xr PAN Yte�DohMueh-t.ssi fJManm J .13-080 AVrAWSPAsenvEPN ere ' H1!lgHulltt