Loading...
HomeMy WebLinkAboutProduct Approval r ' BCIS Home Log In User Registration i Hot Topics j Submit Surcharge = Stats&Facts Publications FBC Staff SCIS Site Map Links Search " I Bus ines Professi ' f a Product Approval - USER:Public User EP 1 V V Product Approval u Men >Product or Application Search>Application Lis Detail FL# FL11398- L Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category fShuttersSubcategory m Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the John W.Knezevich Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. J Validation Checklist-Hardcopy Received Certificate of Independence FL11398 R3 COI CERTIFICATE OF INDEPENDENCE SS.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code r Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products I FL# Model,Number or Name Description �lmits 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL se Installation Instructions Approved for use in HVHZ:Yes FL11398.R3 II, KC150107 Rev 0 SS.Ddf Approved for use outside HVHZ:Yes Verified By:John W.Knezevich PE 41961 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R3 AE KC Evaluation Report 150107.Ddf Created by Independent Third Party:Yes Back Next I 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]: i LIMIT ONE HALF PANEL PER OPENING i BE {2.0-2'{ {-2-�.02' r2.02' 2.250" e B ^KG' 1.05' I I I I .062• .000'3.00'MAX. 2.250' Z U-„� 1.05-MIN. c (TYP. I 2M 250" EE JJ.01. 07' 17fl�77•�12 .D94•T P. a .101" .094' a ,)"' g•§H o I SEE I N .09i 4- NOTE .09C' ' lu Na,12 N. w ,,,�����1 ,b Nor Y 12.00'COVERAGE 6.000'COVERAGE l x.062 a 002 n .t25 062" r o 6 y uq„ R 14.375• 8.332" '2.0 ' 375' n ry 2.020' •250' E^_6 �'j�NLL=ry O STORM PANEL HALF STORM PANEL h'HEADER U'HEADER 8UIL0-OUT'U'HEADER a S s ' SCALE:3•.P-0' 'a SCALE:3"=1'-0' OSCALE:3'.1'- OSCALE:3".r- 3a 0 W e�'= I/4-20 MACHINE 0• 0' SCALE.3-=1--0- YE^ 1/4-20 MACHINE I CREW(012' 1/4_20 MACHINE 1.525' SCREW ID@'O.CISTUD O.C.ISTUD 3.385•MAX. _ DIRECTION MAY DIRECTION MAY SCREW[[,012'O.C.ISTUO BE REVERSEDI BE REVERSEDI' DIRECT 70N MAY BBB- BBD• a �~ BE REVERSED .375•R 524 24 .092' .177• 1' 09 ��' ///JJJ 8125'TYP. .090• J' II ,s 5 5 65'ST J 2.00'MIN. 2.00• j 091• :a.215' .�1�' x.215 •�1�• 5.00'MAX. 632" .090' 060' .090' 313• c� 6 �p OSTUD ANGLE O STUD ANGLE sym. .315•A YM 3]]- Sx w a 4 SCALE:3'•1'-0 SCALE:3'.T'-0' 4k2 SII1O ANGLE 1.00'MIN. GENBLIL NmB: SCALEe3'=1'-0' S.00'MA%. 3 �e€€€ �• DANGLE ©C-TRACK(FINISH) 6a C-TRACK O BUILDOUT F-TRACK rs 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYSED AND TESTED INACCORDANCE WON THE STH SCALE:3-•P-0" SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF 512E EDITION IE011 FIOMOABUUDWGCOOE FORUSEIMMINANDOUTSIDEO[MENGH MOOTYNUMCANE ZONE1M'HJI. 1 PROD P OAMANRI6TWG WASCONDUCTEDWACIOADWiDWITH TAS2DI.TM20Z ATA5203ANDME%.LS .376" .370" e J URGE M09LE IMPAR RESDTANT. 3 DETERMINE THE PO9TISEAND NEGATA70WENLOADSTOLISEWNEN RUDENCWGINFSF DOUIMENBWA[[OADAN[E .1T=!1!3-4S2- .190 Be N' E W ASCI2.10AUOWAMESTILMILE9GNCMCUURDWWD IOADSMALI MULILTIEUEDBYTIIEU3AOFMOR06 REHIRE REFEA[HONGTHESEDOOIM[NTS .440' i FORYRIIDIOAOCAI[UTAIOW WRL(WDANRWONASQJ.IO,AOOIERIONAUITFARDROF[R-085 MAYBEUSF0. 1 SS- 13" 405' 655'DWMEDE9GNOfiHBSYSR0-1331S USED FORSCREWS DESIGNED PER N0S.THESEEVAIUATONDOOJMENRAAEfiENFAI[MD00NOTWOU0EWf0AMADDYPREPAREDFORP➢PUGDONOFDOS P.1 a 0.090-(TYP.1 SYSTEM TORINOFICSTfL I 30' rs•,: T. TNFSE EVALUATION ODCUMENTSARETHE UISTMUTONWSTRUCTIONS PORTION OFAPAODUR EVAWATIONAND51W10N1Y a a REUSED MHTHECORRESPONDNG PRODUCT EVALUATION REPORT.USE OFMESE APPROVAL DOCUMENTS SHALE COMPLY -------- '0 120 W.GALV.STEEL GR LO w4 WIINOWPTER 61GIS,230F ME FIONDAADMINISTMTNE CODE. �!•+°P-J� OR 0.050.6063-T6AL Il R. THFSEEVAWAUOND=MENRAAESILOANETOBEAPRIEDBYMMWMAMRPRONDEOMEMNIRAROROUBNOT 1 2.00- ROPTIONAL, DEVWFiROM7NECONDmOtRORP1IEDIGR[WANOIIRRAWSUMOAMDUESTILtTTNE E111SUNG STRUCTURE DOD HOT LEG DIRECTION (ZAhUC3AllOY) KEYHOLE DEVM7E IN OTHER FORK OR MAIENAL FROM M 51RUCNRAI SUBST MTD ORATED XFNEIN. IgD WIIENOSRME[GMTIw0R10MDENARMFRT0O61TM[EEVMwnD°x"D�MiNLUtSn,TNE BUIMIWNG oWFEMIWYNREpUREtxAT9R O�FTRACK Ba•P ANGLE- TRACK OWING NUT O WASHER SPEOfK00CUMFMSIUSTIFPINGIM 0EVUDONBEPRF➢ARFD, MEMINT"SUL RAUDHSEDEHGUIEEROR SCALE:HALF SRE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE REGISTEFEDARCHIIECT. 11 EACH PANEL Of THE/SUMBIf SHAD BE PERRUNENRY LABELED ATA SPACING NO GREATER THAN 36.0N THE DOULOR FM WIDTH UNLIMITED WITNTHEFOUDINNGMINIMUMWEOi DON (PERPENDICULAR TO JWDE - TOWNBCOUN RYIND. PANEL SPAN) FORTIAUD�qp���R TOP MOUNT � TAf 101,101,4]03 TYPICAL SECTIONS y 9IB PPROVASSR[FB[APPROVALNUMB[R -J-� - �1EALIININUMSTOAM PANm6 BE3G0ANRORsm2H3/ALUMDNMAL10YW011MWAlI1mmiaNESSASSPEOMIN .TNEAPRICABLESPANImIS- I \UALLETf1.00"]l AUBOliS DUOS,MOWASXERS,FYdUDWGIMULU1KN FlSTENERS,SHAGBESTA1NUESSSTIELWOHAM-UMTEN9LE \ f 1 STRENuQPLAN650"Ia IS TOPAND BOTTOM DRAIDMAYBE WIEAOUNGf0A5FELDCONDgIONSR[gNRE.PMDSAUYBE MOUMfDN0AU0MALLY H VIEW -\ WIFE APPLICABLE H B U HEADERS MAY NOT BE USED FOR HORUDNTALAIOUHONGCONOSMNS i e I IG TRAMMAYBE REMOVABLE PRONDED REMOVABLE ANCNORSARE USED. G V(EY HOLE SL51` 12.FAARERURAL OVERUMO➢FNINGBY 150N FODMPO ENTSI MAWEMt M'DPANELN093EROSUADARE REOUINEO \ Lmar..SEE STORM PANEL SPAN SPLs'•O'J,\If,'KOBZCVI[JI UI PROVmE SFNANf AROUNOPFADAEfFBOFCOMPONEMSINCONIMWRHSTRU[TURE70 PREVEIRWARRINTRI�O1 VO - �. WHWD COMPONENTS, w 1 / ---\ SCHEDULE-TABLE 1 ui N /: 315'0 :•�� - -_ EIH / Iti al /•' TYPICAL HORIZONTAL ELEVATION - SCALE:1/4'=V-0" -^04/28/1: \` I�:'AS NOTED Rr B wa :. DR1e:oA 20 zoss .. TYPICAL VERTICAL ELEVATION m or •{(C150307 SCALE.1/4•=-1- 0- HURRICANE PROTECTION sheetl Ofe C:LDmvnents anO SelUn9sLM['antuLMy DOCumen[s\G0091e Delve\MIDL-ProJMs_CaE108]YMnernitl:lCAD2Dl5\02J(C15010Z_18CVLOaAULC15010J-01Av9, 12:OI:90 AM, Iffi2er,1:1.0233J,vnxv.MiDispa:atemn I Hy VZ92 � 'F Zg �o TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES ,�,'e W;I€3E i 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS t9 N Z•.0=b POSITIVE OR POSITIVE OR POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION - y u Lmaa. Lmax. Lmat Lmac w� W uo°' ti NEGATIVE NEGATIVE ASO SHUTTER FROM GLASS A50 SHUTTER FROM GLA55 FOR FOR FOR FOR v Z s� P'n ASD POSITIVE NEGATIVE ASO POSITIVE NEGATIVE INOLOA SPAN INSTALLATIONS INSTALLATIONS INOLOA SPAN INSTALLATIONS INSTALLATIONS WINDLOAD p5D ASO WINOLOAD ASD ASO •W' L 530' >30' •W 'L' 530' >30' W a Q W W PSF ABOVE GRADE ABOVE GRADE PSF ABOVE GRADE ABOVE GRADE _ z�9s (PSF)- WINDLOAO WI IPSFI WINOLOAp WINOLOAO = 72" 3` 1-3/e' 72" 3- 1-1/2" E' Z 0n Mj 23 144` 144" 27.5 144" 144" 30 104' 3- 2' 27S 104" 3- 1-]/8' .-ru _XUq 25 -141" 144' 30 143' 144' 1 S' 3- 144' 4-1/8' 3-1/8' 3e. 44 30 135' ! 144' 3S 138" 144" 72" 3- 1-1/2" 72' 3' 1-1/2' z e 3F 1 4" 104" 3- 2" 35 130' 14i" GO 133" 144' 126" 5" 3-1/6" 133" 4-1/8' c 0 126' 143" 45 129" 144' 72" 3" 1-1/2" 72" 3" 1-1/2" 8 Z S 45 122" 135" 50 126" 139' 50 104" 3" 2-3/8" 50 10i" 3" 2-1/4" w Q6 ^ 50 119" 128' 55 123" 132" 119• 5" 3-1/4' 126" 4-1/8' 3-1/4" �x 9 Yo 55 116" 122' 60 120' 127' 72- 3' i-5/8" 72" 3' 1-5/e- 1 rc �I�I 60 111' 117- 65 118" 122' 60 104• 3- 2-5/8" 60 104" 3' 2-3/8" 111" 5- 3' 120" 4-1/8' 3-1/4" 6s 107- 112" 70 116" 117' 72" 3" 1-5/8" 72" 3- 1-5/8` 70 103' 108" ]5 773" 173' 70 103' 3" 2-WW 70 104" 3' 2-5/8" 75 96" 104" BO 109" 109' 6o 72" 3" 1-5/8" 116" 4-1/8" 3-1/4" c uaJ 6 80 90` 1 99" - 85 106" 106' 90" 3" 2-1/4" 72•' 3- 1-5/8' BS 84' 93" 90 102" 102' 90 60" 3" 1-1/2" SO 1D4" 3' 2-3/4' SE- 9 90 80' Be" 95 96" 96' 80' 3` 2' 109" G lit'3-1/8' u €^£o .60' 3' 1-1/2' 60" 3" 1-1/2' Ire 95 75- 83' 100 91" 91' 100 72" 3' 1-3/4" 90 102' 3' 2-7/8" z e L E 100 72" 79" 110 83" 83' 48" 3- 1-3/e- 60" 3` 1-1/2" W 8 BE 710 65' 72" 120 76" 76" 170 65" 3" 1-5/e" 700 120 60' 66" 130 N.A. 70' 120 4B" 3' 1-3/e" 170 4B" 3" 1-3/8" 130 N.A. 61" 140 N.A. 65' 60 3" 1-1/2" 83" 140 N.A. 56" 150 N.A. 61' 120 48' 3` 1-3/0' j 76" 150 N.A. 52' o O TABLE 1 6 2 NOTES: 1.SEE SECTIONS FOR SHUTTER SPAN DEFINITION. K 2.ASO TABLE INO LdAD CHECK THE MAX SPAN FOR EACH ANO USES THE LESSER OF THE TWO VALUES. 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. 4.LOAD ANO So T2:PROJECT SPAN TO DETERMINE MINIMUMITIVE SHUTTER SEPARATION FROM GLASS. r•cp°•�1.Wn:WlexeNch f-04128/1 le:`ASNOTED Drawn ARV U Oa[e:00] 2015 � Ac�U - - •�(C150107 HURRICANE PROTECTION 6heet20(8 C:1DaOxnws amt SetOn9sXMCanEAMY"lslGloole D,111.1313rn111- 100_1WKn—•1011CA02015101 KC15010)-TB�1.150107-02Aw9,111S101511:50A3 AM,le a,1:1,12339,vvwMlDix{walemm i EXISTING CONCRETE, EXISTING CONCRETE, PTIONAL LEG DIRECTION HOLLOW CONCRETE BLOCK OR OLLOW CONCRETE BLOCK OR EXISTING CONCRETE, s WOOD FRAMING W000 FRAMING HOLLOW CONCRETE BLOCK OR CONNECTIONTYPE X V CONNECTION TYPE C3 CONNECTION TYPE WOOD FRAMING ICONNECTIONTYPE c �� REFERENCE ANCHOR REFERENCE ANCHOR (TYP.TOP AND BOTTONI MB T"s SCHEDULE FOR MAX. i SCHEDULE FOR MAX. REFERENCE ANCHOR MB. SPACING SCHEDULE FOR MAX. S 0 SPACING c SPACING .. /2" Z 1/4"MAX. w r .{ 1/4"MAX. �. O.ED. •I•+ >f Z P• u' �y s 1/4"M J��nyi.E MB�� W �� N'A0 a EXISTING n< nF oN 3 iw m� W WSmS GLAZIN 1 F EXISTINGSEE MIN. ='u.':•ti GLAZING w B.< STORM PANEL w SEE MIN. .-.,r 1 i F a s u Q W'ewn`o SEPARATION H STORM PANEL w 0 c' Y(�Mr FROM GLASSly 0 SEPARATION vi E%ISTING j td w YEq < STORM 8 TABLE Z FROM GLASS ,ut GLAZIN SEE MIN. TABLE Z • w D c _ w PANEL e n SEPARATION H N 3 E a FROM RTABIL GLASS S M Z $~ a OWALL MOUNT SECTION OPTIONAL TOP MOUNTING BUILDOUT MOUNT SECTION SCALE.3".V-0" O SCALE:3"•1--0" ©SCALE:3".1--0" 12 y EXISTING ��• gg3 gc MIN. GLAZING— SEEP sn R 0 �•+S' e STORM PANEL € SEPARATION .l EXISTING SEE NTN. Z, 3 a w FROM GLASS GLAZING i STORM PANEL e< TABLE2 Z'm SEPARATION f BI 4, FROM GLASS TABLE 2 a »$ N�4 4 MAY BE Q E ^ N Q H .. a i '"•.: EVERSE r y e r �,ja NV Z pa=o �f 9 VI ev p l 1333 yN zo m j6 D wl " E w ` MB 1/4"MAX. .�.: MB Cl CONNECTION TYPE Cl CONNECTION TYPE . w a REFERENCE ANCHOR REFERENCE ANCHOR _ 2J< 5 _ t. 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. 1 1" CONNECTON TYPE SPACING SPACING ry 1/4-20 MACHINE BOLT ITR1 REFERENCE ANCHOR LOCK NUT(�1Y O.C. SCHEDULE FOR MAX. /EXISTING CONCRETE, OPTIONAL (TYPTOP i BOTTOMI SMSPACING OW CONCRETE BLOCK OiJ- C7 CONNECTON TYPE LEG DIRECTION 0 FRAMING.SEE DETAIL EV REFERENCE ANCHOR 'ClWALL MOUNT SECTION SCHEDULE FOR MAX. D SCALE:3'•1'_a" O BUILD OUT SECTION SPACING O BUILD-OUT MOUNT SECTION SCALE:3". '_1 0" SCALE.3".1'-0" EXIST NO SEE MIN. /—EXISTING CONCRETE. > GLAZING STORM PANEL / BOCK HOLLOW R CONCRETE STORM SEPARATION '{', FRAMING E%ISTING — FASTENER(B 6"D.C.OR FROM SEPARATION LASS -( GLAZING f ((Xa 12"O.C.,BUT 00 NOT TABLE 2 OGE F. CONNECRONTYFE EXCEED ANCHOR IST. L'' REFERENCE ANCHOR SCHEDULE SPACING. SCHEDULE FOR MAX. y r p USE REMOVABLE ANCHOR P SPACING p WITH KEYHOLE WASHER w �. 1/4" SEE IN. I. OR ANCHOR WITH WINGNUT Z idaU'l WASHER.LOCATE FASTENER <a MAX. STORM PANEL 1 f SEPARATION IN NARROW PORTION OF Y~i J HURIUCANE PROTECTION KEYHOLE WASHER E%ISTING FROM GLASS w m r6JV✓:KnemIch C CONNECTION TYPE 1 a' GLAZING- 3 Z TABLE 2 H �u REFERENCE ANCHOR O < 4 4 9 .N ;��'"� as: SC HEOULE FOR MAX, ul a d< • ,._ SPACING Ec"4�y' L 10 4 SEE MIN. w O O 11 Z STORM PANEL T w p 1/4"MAX. r E< SEPARATION Nu •.-•.O4I2BI1 FROM GLASS CONNECTION TYPE B.y4A TABLE 2 _w 1" 1 REFERENCE ANCHOR k:,�NQTED. *2 f SCHEDULE FOR MAX. _ Drawn b. •ARV. E't •� SPACING - Date:0410 015 ODIRECT MOUNT SECTION CEILING MOUNT SECTION FLOOR MOUNT SECTION 1� •� SCALEr 3".V-0" O SCALE.3".1'-0" O SCALE:3"•1'-0" - j( 150107 ' sheel3 ofB C:1DXmmts aM SOUNs\MCanla\My OoormenmtGoogle Drive\MiD_PmJecU�_601083W nevlch\CAD20I5\02KC150107T&C�RO-s:b1KC150107-03Awg,4/151201511:51:31 AM,lelga,1:1,02336,w MigsNratemn I I CT CONNECTION TVIE ? z 3 REFERENCE ANCHOR ''w 5�6'm o 9 C9 �� SCHEDULE FORT MAX SPACING W y F 2"x 5"a t/B'CONT. B ALUM.STUDDED ANGLE o i W/1/4-20 STUDS �E+ ' F EXISTING CONCRETE, _ EXISTING N? (�1Z"O.C. 9 ly i >J F ao S HOLLOW CONCRETE BLOCK OR W GLA21N O O W W000 FRAMING r _ die i SEE MW. (TYP.TOP AND BOTTOM a STORM PANEL w 4 " SEPARATION B @ C.3'^ y i FROM GLAS. - i Tv a W +s` p TABLE 2 .Q y 'fe O;g` e �N W4 IxOuM•P,. C4 CONNECTION EXISTING ° 1/4^MAX. REFERENCE ANCHOR GLAZIN 1 H -1/' 3' SCHEDULE FOR MA%. NrA:rn°x TYPE SEE NW. Z 1 1• REFERENCE ANCHOR N 1 - SPACING W =YEq g STORM PANEL a L SCHEDULE FOR MAX. Q� SEPARATION 5s FROM GLASS E %ISTING CONCRETE, SPACING EXISTING CONCRETE, 99 TABLE Z HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR c m WOOD FRAMING WOOD FRAMING J F'TRACK MOUNT SECTION FLOOR MOUNT SECTION -9g O SCALE:3- o' r QB BUILD-OUT SECTION n SCALE,3' 1' 0'= - .b Q SCALE.3'a 1' 2^2 I•0 055'6063-T6 Z EXISTING _ Co EXISTING CONCRETE, 2'[4'I STORM PANEL GLAZING 14 m O y. HOLLOW CONCRETE BLOCK OR 2'.S' ALUM.TUBE SEPARATION 1 LL f Ha WOOD FRAMING b FROM GLASS SEE MIN. EMB CONNECTION TYPE L STORMPANEL REFERENCE ANCHOR TABLE 2 SEPARATION C SCHEDULE FOR MAX. FROM GLASS w y SPACING w TABLE 2 4 9 ,a 0 W ? ¢N o • 4 E t Ai m9 °F /2" 1/4-MAX. o G`+.7'�. 4 e n W : B Z� All' .n-;•ry,•�. I NUT 111 BOLT `s W H - - 6NUT�1Z_.j iE e6 O DOUBLE Z'•5' Com EXISTING r i/4'MAX. - CONT.ALUM.ANGLE qq 6 GLAZING 1 0 FEREN EON TYPE CICONNErnON7YPF 6..�. SEE MIN. O w REFERENCE ANCHOR REFERENCE ANCMOfl STORM PANEL H b SCHEDULE FOR MAX. SCHEDULE FOR MAX, z SEPARATION w o 9 SPACING - _ SPACING y FROM GLASS N v 1",2•I 5 Z r TABLE 2 2:'2 .0.055'6063-T6 ALUM.TUBE 2^4' e E< 2'[5' EXISTING CONCRETE, O INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK WALL MOUNT SECTION WALL MOUNT SECTION O OR WOOD FRAMING N SCALE.3'a 1'-0- M O SCALE.3".1'-0" ONE 1/4.0,MIN.S'LONG o O SCALE+3'.1'-0' WOOD ROOF TRUSS TW01/4'Oa HIM 4'LONG STAINLESS STEEL THREE 1/4-0,MIN.4' OR FRAMING MEMBER _ _ WOOD LAG SCREWS EXISTING WOOD LAG SCREWS��AA 24'O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2 1-1/Z 24'EMBEDMENTAX.WITH > WOOD FRAMIN 1-3/4'MIM EMBEOMENT INTO EXISTING STUDS C0 24"O.C.MAX.WITH 1-3/4• EXISTING STUCCO d' 1-[4'a 1/8'x CONT.ALUM. EMBEDMENT INTO WOOD FINISH OR PLYWOOD O.ED. INTO W000 MEMBER EMBER TUBE MWOOCI OF TflU55 SOFFIT 01 TYP .S TEN SCREW OR FRAMING MENDER o III WOOD LAfi CREW TWO ILONG MALL BE PERPENDICULAR E%ISTING I Z4'O.C.MAX.WITH 4 4 4 B'D.C. O THE PANEL FACE GLAZING I MAX. EMBED. E �1/2"EMBEDMENT °} EXISTING STUCCO INTO W000 MEMBER FINISH OR PLYWOOD 'f a <m I I II SOFFIT 1'[4.OR Yx 6' MAX. 1/L` 062•CONT.ALUM. sAste'"'1. +kOeiOYI[h •+ -- 9 H '<.L"'>.*; {�_ MAX. TUBE(6063-T6)- 0143 i'650 mo•I w _ ' TEK SCREW N a �_ t2Oue(Adra�Fv6r EMBEDMENT 7 m o Z'a 5"[1/e' 3 i NIG[3/4' d PANELSEE ISEPTFR M CO 1Y O.C. r - L '� TEK SCREW a N ORM BETWEEN •-�> +, -r- .� CONT.ALUM. 6,12•1 D.C. o GLASS TABLE02M TRUSSES "p�a p ANGLE OR 4' E BETWEEN Edi - 1/4"x CONT. TRUSSES a, �(, --04/28/1 EXISTING m ALUM.FLAT ° e _ _- GLAZING E N EXISTING EE MIN.STORM 7 • O le: .AS NOTED SEE MIN.STORM PANEL GLAZING PANEL SEP.FRO j 0 Drawn ARU. GLASS TABLE Z SEPARATION FROM GLASS - Dale:D411 2075 TABLE 2 BUILD-OUT SECTION CEILING MOUNT SECTION S��l�jryjTj 1r - •�. ©SCALE'3".7'-0" ©SCALE.3'.T-0' HURRICANE PROIECT�ON ®SCALE;DOWN SECTION "KCSSOSOJ I shee74018 C:7Dovmren[s and SetBngs7MCanw1MV DoOun %Google DrW\MiDi"eps_Ce0108]VA(.e ch\MMISW2_KCI50107 7&C".b1KC150107-0 II.S 411SI201S 11:51:48 AM,L.Vg.1:1.0233,ww XDBp I I I � I I I I i j I oe C1=�E LOCK SYSTEM IN PLACE @/� WITH A THUMB SCREW U 4-20.©WITH GLASS OR :- OR TRUSS HEAD BOLT. 1/i-20'314- DOOR /4 W a j u DOOR -'w MACHINE SCREW SEE MIN. 1 *t�1/16. WITH.675"a.675• a W �S STORM PANEL a H 125"SQUARE g�u ,7 1.9 E„^ C` SEPARATION SCREW HEAD c N Z-00 5 E FROM GLASS e 1 1R^O.D.a 1/4'1.0. 3/16• (/�O � D TABLE Z 0 w NYLON BUSHING \ 4-ZO a 3/4' e W CRI/L-10 S.S.NUT ITYP3� _+ JACHINE SCREW �"':•AIIL TH.675'x.675^ 10125'SOUARE 11�. j f� REW HEAD 1EX1I.D.AND2^O.D.a 3/16NIMUM NYLONv+0i � SHING OR 1/i-ZOC CONNEC I TYPE NUT IGALVANIZEDI c 4y Ma REFERENCE ANCHOR MIN. w SCHEDULE FOR MAX. C-TRACK BLOW UP ZZ EXISTING CONCRETE, SPACING @ SCALE.HALF SIZE \ 6 3^ HOLLOW CONCRETE BLOCK OR woODoo FRAMINGC-TRACK ASSEMBLY - eo OC-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USE OF DETAIL SHALL BE IN CC UNCTION WITH AN Sg NISOMETRIC VIEW) LOCATION SCALE:3-of-0' 'N•HEADER OR•U•HEADER TOP MOUM OF STUm ec � 4L•yR SI"ILIME UTTER OVERLAP SHALL BE - sa 6BB INIMUM OF 1.5 TIMES THE FASTENER(0 12'O.C.FOR DESIGN LOADS CLEARANCE BETWEEN LE55 THAN OR EQUAL TO 110 P.S.F.L(A €€€ 1/4^ THE SHUTTER AND WALL B"O.C.FOR DESIGN LOADS GREATER I--� ^ THAN 110 P.SX-.(SEE ANCHOR SCHEDULE +0 ��`MAX. \ / ` ,II'-1/4- FOR ANY ACCEPTABLE ANCHOR) o 8 F i/4' 1 �J MAX' 1/4"MAX. MAX. ALUM.ANGLE 1 ASTENER(9 17'O.C.FOR 'MAX ID-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR t DISTANCE 1••2•a 0.125•MIN.TO EQUAL TO 110 P.S.F.L 8.O.C. H EXISTING CONCRETE. Z'a 5'a 0.125^MA%. FOR DESIGN LOA05 GREATER 1 ALUM.ANGLE - } HOLLOW CONCRETE BLOCK .THAN 110 P.S.F.(SEE ANCH00. CLOSURE PIECE EFi OR WOOD FRAMING. XISTING CONCRETE, w SCHEO.FOR ANY ACCEPTABLE 1'%Z"a 0.125"MIN.TO HOLLOW CONCRETE BLOCK ANCHOR) Z"•5"a 0.125^MAX. HOLL0IN CONCRETE BLOCK OR WOOD FRAMING.SEE uX ANCHOR SCHED.BASE MI OR WOOD FRAMING.SEE ON TYPE OF STRUC. ANCHOR SCHED.BASED ON TYPE OF STRUCTURE QWALL MOUNT CLOSURE DETAIL Q BUILD-OUT MOUNT CLOSURE DETAIL T3 TRAP MOUNT CLOSURE DETAIL _ SCALE,1-1/2'.IT-0' SCALE:1-1/2"=T-0' SCALE:1-1/2'=1'-0" I � ��JJ((��55 N� Nei �'�'� y�WIN00 W HURWCANEPROWOTION AlAOl 1/4-ZO B.S.BOLT 1 r.L EXISTING L BOLT L WINGNUT fill BAY WINDOW s,l.^'+y�y;Kne2Evlch 1 @ 24^O.C.(TYP.1 V 4-20�L-A-T BOLT L BOLTINGNUT L0 2i^OTYP.1 :(.Y ''ffOkrsews( 1/4-20 S.S.BOLT 0 GAGEEL L BOLT L WIN GNU BENT PE (A Z4"O.C.(TVP. 1 ,•,'y OR 2' " 76063-TUM. 2C GAGE STEEL ANGLE 1^OVERLAP BENT PLATE 1"OVERLAP n 1 OR2"x2"x1/B" " 6063-T6 ALUM. f •-�4�8�� 4" BENT PLATE 4' _ le: A5 NOTED MAX. MAX. Drawn V CORNER CLOSURE DETAIL- O CORNER CLOSURE DETAIL �CORNER CLOSURE DETAIL Date:. 10 mss- SCALE:1-'1/2-=1'-0^ SCALE:1-1/1'^1'-0' SCALE,1-1/2'.1'-0' _ KC350107 'sheet5 of8 C:WOmnenlsand SeOitgs%MC .%MYID—....XCa01e DrieVIIDLProjg-Ca0108_PWKn¢a,A[%M2015\02_KC1501W_T&CIROSAII IM107-05dS9/15/201511:54:11 PM,LaY/n,1:1.02326,—XDISpar — I I i 5"LONG HANDLE I� RIVETED TO PANEL CT COXNECnONTFPE REFERENCE ANCHOR - SCHEDULE FOR MAX. 1•-2- c a u5� SPACING 1" 3/13"0 HOLE FOR_" y 1 FASTENING PANS 3 •8 a ANCHOR SC ED LE PUNCH 1/2•a 1"HOLES IN �' ,F"2:P• g FAUT MALMMSPALM(MHMMUn FONVAWD18LE51GNLMMAWSPAIR ADJACENT PANELS TO RECEIVE y ya ..I� 3 THIS BOLT W/PM NUT.PLACE s� W N�e r PANEL OVER EACH ADJACENT , _____ 3 Li PANEL AND FASTEN WINGNUTS `\ w Egg 2'•-..51 H bUJ( s,aNS1PT0 SPANSIPTD SEIINS IP TO FROM THE INSIDE TEDE4 m o LLI z u4 Y LOAD 5'-P p-0' 12'-P W tl1 ANCHOR TYPE (PS9SEE 1 O \\\-•b(ESC�I�I�CEHOOL&FK W$ Bbul/ LSJA•Po WX I ISEENDTEtI (S E NOT 11 E C(GEE tATE1 9 TYP. N L " i V W /3]fEt cOxxECTW TYPE CONN TYP oxxECTDr11]PE (SEE—E]) (SEENOEE]) (SEE-3) 001AXPANELHDGKII-T- Eta Z9n 0.75'Edge Distant» �• MAM.061GN lOAO:7100 P.SJ`J v„j _YLLq W u Q tl G g G Q tl u tl u Q q G Cs 1/4-20 11"MACHINE ®INTERIOR FASTENING ANGLE ASSEMBLY SCREW STUD WITH SCALE:1-1/2"-1--0" z $ 40.0 10"I'.]11 I B 118 t4 8 9 5 18 11 ] 4 4 WASHERE0 WINGNUT OD Iz O.C.(CONNECTS 'P TO ADJACENT PANEL DETAILS \1�NOTE: W ]8.0 10 tB 10 ] 8 18 8 6 4 3 18 B 5 ] ] THESE DETAILS DEPICT THE ]7<•gmBOLT 0R S�1Y B Q It THESE 80.0 18 14 B 6 5 18 B 5 ] ] 18 B b ] ] �] �s a0N1R PEA'ElMOON CONNECTION OF THE LAST PANEL m Co INW00DWIING•055 120.0 16 f0 6 4 ] 16 e 5 ] ] 19 B 5 ] ] FOR AN OPENING WITH PANELS p_,,,,,,,,,,,��,,,,,_ WALL1/."MOUNTED INSTALLED FROM INSIDE USE Bs K 9, 0.75'Edga Dlstane0 5'•Y•1/e" CONT. 2-1/T'N 1-1/4" OF THESE DETAILS SHALL BE IN rn_ p • Q an W UDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN-h- ST P- L Q101.1 Q g G tl U Q tl u CS (TYP.BOTH SIDES) HEADER OR"U'HEADER TOP N (SEE SECTION TI MOUNT. 3t 46. 16 8 8 5 4 15 ] 4 3 3 * z4 18 > 4 4 a n s 3 3 OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) SOIfW OR >fl0 16 8 ] 3 Y ]R„„ N.T.S.GFRBOIT80.0 16 5 3"5/%,%11 s ]41.75PENETRATION INWDODWIING•441240 14 s I ,f q 11 W 0.75"Edge Distance ANCHOR SCHEDULE Er�E C Q tl U g q Q q G q G Q caG q FASTDB3iNAlI15112A SPACING DNLXES)f✓>Lef�FOR VAROV9DBIGN LOADSANDSPAN3 AtKHOR NOB. o SfE SNEETBPpRAHOlORN0TF5. a8 48.0 18 B b HF,Sy B 4 N y,] ] 4.„ d MA] a 3 ;*% 5 y' y /y/� 2 S-N51P10 SPARS IiT) SMt61P)O n AN2tlRlYPE IPSF) S-P , 1z-p is 7/ip86P�A5(5AW00D 7&0 10 5 a y;i s f /,4 xi,5 f,.x ! i y LOAD F O Iw9mNW00DWRHG@4®SS Boo B 4 ur.�2-191.i 5 U64f`m b i"f-fes O ~ —111 Ca FGTONTYP xEEECiorrSiw) COxxEnI�OxETn) KK 1 1 Op 120.0 B ] 5 i A f 5 s i W ISEENOTE31 E C ISEENQE]1 E ($EENOTE3)E 3 .._-1M11`Tflri"c I W 0.75 Edge Distance W r Edge Distance C1 QQGC5C1 Qtl LAq C1 QtlG CB q QpGC1G Qmumci QgUq � �_ 0 18 i6 18 16 Is 18 18 11 13 10 16 t] 0 10 7 4&0 18 16 11 18 11 18 10 B e e IS] 4 6141 18 16 15 18 14 16 IS 6 10 ) 18 to 6 r 5 620 18 14 8 12 8 Its ) b ) b 12 5 a 5 3 7fl0 18 16 12 15 11 16 11 7 1 6 18 B B T b Ell STADDQSSTEEL 7&0 18 11 r 10 r 13 8 4 5 4 11 5 a 5 ] N ]/4.OFICO PANEIMARPA00R 44W/YEYEWAIL FEMALE IDW/STAIfAAO FiNL41 840 1B 16 10 12 B 16 8 S 5 18 8 6 7 5 ARYORINSBIT W/2' 80.0 18 B B 8 6 11 5 J 5 3 11 5 s ] ORSIA0.'IESSIERW/1J/B•[R� VIEW EE4lEO]N DI WMO WIINGe � 1240 18 12 B B ) 18 8 8 7 5 18 8 B ] 5 fiRG1110 f200t 120.0 15 ) 4 B 4 11 5 ] 5 ] 11 5 ] 5 3 0.75 Edge Dlsta— & W 4"Edge Distance �� W U Q tl G qG1 QtlG qq QqG Q O q Q0G C5 U QtlG UG QgGGS 4&0 18 16 12 12 B 16 11 7 > 5 18 B 5 5 4 40.0 to 18 18 1B f11,3 18 16 18 5 B 16 12 D �w20 18 18 18 10 1B 12 16 11 ] 15 B620 16 15 8 8 ] 16655 4 1384'OR780 18 4 ] 4 >&0IB 18 14 1B18 10 18 11 ] 14 e114104616 18 12 18 t4 8 18 11 ] 1< 8 W/ISEt70FD PI 840 18 le 8 6 5 13 8 4 ] 3 13 8 4 3 3 O W/2288''ENSED ENW00DW1ING•DSS GROIIFONOLIE 124(1 18 14 B 16 14 8 18 11 ] f1 B Y tt BvmEN rt4ipA 120.0 18 7 5 5 ] 13 8 4 3 3 13 8 4 3 3 O 26"Edge OlstanTa 0.75"Edge Distance W �IIWN1tl141A06tA W C QtlGgq QQGgQ QtlGq C1 QqG CSC1 Qtl UCSC1 QtlGa 46.0 18 1] B 18 i]18 ] 5 1] ] 12 5 3 10 5 �yy 16.0 18 11 ] 8 6 13 8 4 5 3 10 4 ] ^•'^^"•-^^' 82.0 18 10 8 18 10 12 8 J 10 5 B 4;i 7 4 `41u) � 6zo i8 .15 ?IS 10 4 3 4 a 7 3 ;f;3 )&o I6 6 s 1] 9 10 4 3 e 4 8 4 ] 4 _ •-04/28/1 m1 WOODSOIEW OR )e.0 15 7 4 6 4 e 4 /3 v ] 3 v'S vq' S716'011WTAPCON3l BD.D ea Wsheet6 'AS W/15•I0 SIGE]®d 80.0 12 B 3 5 3 ] 3 f? 7 a "%-5�;'�; W/z7SD DM ®� -ARV- w/1 - YAODWIMG•40 GBOIIEDROIX 1200 11 S ] B 5 B 4 >r 4 0 4.la] 4 SSV" " 120.0 B 4�'.] ) ] HURRIO/JO:PflOTEOTIQY C:RDOo&nent6BM Sefi I;AMCanW-Oaavnen6T 11e DriveVN01 Pr011#s_CadIDB�WNnE]evi[h1CAD]f115107_NC350/G7_78LTROsubO(CI50107-06Ag,4Rl/70155:11:24PM,LaJW,1:IM339,V ADNspa—I i o . 3 Z to ANCHOR SCHEDULE ANCHOR SCHEDULE )A3)DIDI Uti®.[bL l0tlrt5)r®mArowPvuUMnOSN[0006A1m 6PAIS BAlf[1mtYALYW SPnnml BaeN lNmieEa�W N °�~ AIaOR1WE 1®!6[B cBrysI6xnxffff][rcsrola[�wnrterrol>nlf[ easIIvssWaffe1esrxma�m[0EEromtill asI6Nff3rsw�)erotl sIS°ffuax�DTEro11 �16ffcEm9)Erotl Isswacr]�amrotl r ANCNDRT9E lImaGBAff2�B Isff E11 Isff1a]Etl sI6mfftalmwerotli[u+j W2u ia —7m roao u =M'a�.�a A ffm =n7 .m cffwxmwm [ Bg18t ew.[e,a _CC1O.�/I.RV�1I�3NroG4SWa1/�OwIY�n_E.N0ED0_Ia®Eam_✓ tbamraB.0 t10o Qtao 0a Gem]1.GtV. I.Dlmnce QP.G0 6 6 ]•E9 0 Olm1]o0 16Qff tl mEGa[y Isw 00w cl !a 2.aEBDlm ,2 a) a a 6e nQn Z! [ Q8 Lt!M' . a 12 0 o a e u a 12 a tea e a $ 8 gd t'Ea9e mmx0 w n 6 u.1. F-- M02.S1 e v Qn G Qn n n Q n n Q tl G 6 [ x9•a e Dlmnm C�C M. nQtlu mP f21 un 1.Q 9 1 Ie ) ) e ! 1 . ;101 6 a t to] ° 11 1 c¢ 2b g ppmfL�LEEIE a s e ]u1s.•Eaaea.memneo � e 16 ] . 12 0 WE � ., a s ] . 12 at. a t,11 . I+] reoa Dlm �2rmwm 1 1 go 1 .1.u] . * JEME .eon P 6 u m n tl tl u n n n u m n Q u m �t-$`=-e xo'S1 s Durance ['EEEE =a a 1s to 115 e n Q Q u n n Q tl u m c,Q P u n a g la•0su Boons ua tID T. 1s1.1 lal 12 1 3 SD(IDSETAWItl16 tt s 1 a i .m e s 11 0 1. 1 12] e 1]1a is to +I n e a ] se 1 t22)]le a ]1 1 o � TVOR .3. •E9•Dmaxs m7m5my c tlannQQ ucsn noun nu m6 anu 6clQm ets•Bv9emmnce6 3 no 1. naQu Hanan 1/3•DIUIIfASf BSOIDR WmIINliDU[2REmEWre DSFOAYSKtET@W06TBE]tS t'12.11.11.1111114 a 1 ° 6 W . 2) 13 3 u t]t ,i 1 12 1 )1]b'Edga Dimnce e 5 to e2.6'EEBe Dlmnm 01/161 mh'NEIE ',y e e ] s i n I�" a2112.110W >>o e e�i r. n i. 1/a'0 B0WE2st2BBER n r n wsiarDNDrt)[ , ) 1 1e n ] 1a,o In�m[oE e 1 W I(nexevfch o e t [sB[:n 1P euiawW w SEE SHED 6E00.ATOIo0.N01E5 B ���,,yj yawn -ARV �VV2�ld Dala:oa l0 2ols MIRWQWEPRoiePIJN .sheet 7efe L`1paDmmt3 and SetV g,%MCaNmIMylDaaeem[510aa91e DrIwIMIDI Pr01�Cm108.) 1 .] chlC 201510;KC15010]_TBi\RDa16y0:15010]-07AV,4/29R01S 12:OS:ll AM,I eJW 1:1,07191,w ADisp� - i I I H BEE Z u5 y ANCHORSCHEDULE •} W'NeN� wmalod�x��� ANCHOR SCHEDULE §2 ...ree •�DxoePm�x; � W Z SPas m•i I�m,sN I�Ims,l I�roieN Is —U I--U IsawrzX m AM00XM[ a na e sm¢m.,n mmc,wma wuaawm •—,swm m¢.wm wvcrwm P� ,• ,n louanmm wm1 cam• O w,, Im`IXE � a ,u ,uTX, a a a c a . ae I^r• Isffwre>f Isaw¢>f lee=.tmeal IsrewrzTI Ise:aorea Is¢rore9 m r rFaDS Gnrs• A•Eeoa oimw Isrew,E>la •IsnwreOa Is¢emRala Ed 2pA wre. _ Aa•En ty cL3 m z ®—',._,.•--,.� o/d o m 0 o y N tet:.... �a �I. Q i �f-C='vim 3 Pi u155®Mp14RL'x r 4Pnem PAWIlN1E @ s MTD&w/la ENBED • • o a� WI[R BURCE /% W,1. , 7 6, J Z 8 a Cg xad I]SIMNESS5,0D. O 6��0 Ur DELCDDITNIDN ••/ / / s � SNS w/rtYfW/JL s a � �:�o w/11SNDF0 e i 1]S�SO AEFMBwFO/ MIO1Dw 904 , II ••EPR , a.lrv,.c. ' b.• rrac.Mw.c.G mlulawmDa a•.�:, s� z -E�6. g o� ? u•ra usaMu�me di. I/Pa{FI A �� a . da, 7. aPONtalAwl/l�.3SE1®FD z�' a3o OIIO1W 900[ a • •E• UIBOIIDNBIDUt •• e F Y E,,,d,m s s-FeR•owancs• m °D � Yi 6 urewuFASTAmaI .,� �-: a NRIEE E'REEDED w/S]S@® ANOIORWTF5: NIWDx9DDI • 1.fY EeRSMmro• 1. SPANS ANDIOAUNUTED 0WSEAEEORDEIFAMININGANCNORSPAONGOMY.ALLOWABIESXUEIERSPAI6 fOR5MDFK lOAONEFFECFr BEUMITEOAMIDS(LH.SH INTABSEIONSHERI. 1. MRANfMORSCHE ULE BASU50.U.SHADBEGSCDFOR MATATIERNLARNM OAO[AND EDGE DI S. 1 3 ENTERANCURTM FDREBWTON1HEERISXNGNL NAE SHUTTEy 0 SELICTSPANGRTERI OESESER OFSIGN TOAD GIIFATfRTMAN OR[0UNT0 MGATPh OELGNLOADONSHURER OSFDRSPM'GRFAIFAINAN ORFOBAl10 11"o—ZZ lSSNEEUMFIOFAUSPMANG. CXNDTRRIDENUMNOFOMMONTYE S. TMG90 XOLSOWCONCIUM BSOX GROUTEDMORWOODFRAMNG.w( RUERENCEAONORRMYU[FOMF EARANMORMEBEDONMOFE.RINGSRUCANRERp EXISTING 57PUON — _ 6 ANCHORS SHAD BE U6iADE0 IN ACCORDANCE WITH MANUFACIUREW RECOMMENDATIONS. 1. MININNM EMBEDMfNCEU TAND EDGE DISTANCE EXOD WAD TENORSORSTUCCD e WXERE EXISTING STRUCTURE N POST-TENSIOABLESNED CONCR&Woff.RACTOR SiM LOCATE CABO PHARR TO ANCHORING AND 9. WHERE EIBSTINGGAMNATE SITNUCISEIRREESWOOO iFFLUING.WOOOFRAMINGMO MONSYMY.FIEWVERUYTNATFASMUSABEIMO ADEOUATEW000]HU(INGMEMBOU.NOTPEYWOOD.FASTENNG TO PIYWDOD G ACCEPTABLE ONLY FOR SIDE CLOSURE FECES. ]O.WXEREIAG SCRDYSNTOY.NIUDSCAESVSfASTENTO NAAROW f/IIOFSNDINNING,fASTEN[ASHALLBE LOUIEDIN CENTER O'NOMVW I'RI'IMN.I WOODSTUII.3(/'EDGE DISTNi[E6MCEPTABLEfOR WODDFPAMING.W11005N0 SNADNAVEAMNOFNSOYAS NO IN PNCHORSCHEWD.SOIEWSSNALLNRVEPNIWPS PANNFAD O0.NEXXFAD. 11.MACXINESUEWS SNALLXAVE NN9IUMOF I/1'ENGAGfMFN10FTXRFAOSW BASEANCXORANDNAYW,VE EDNERAPAN NFA)'TRUSSHFAD OAWHERHEADTIDEWALX BOC7I�UDH 17.E/OEGGTUTES MaRCONDNONSINATARf NOTTI ABLEUSFS 13. OESIGNATFSANCHORSTHATAREREMOVABD BY REMONNGMAOUNf SCREW NUTORWASHEREOWNGNM. tRa: l, :K0e7EVTCh 1/.AllCONCRUEANCNORSSHMLOCOhTNIEDNUNCAR(IUDCDN(REIC ONlVW NA MINIMUMCONUUf ARENGTHAS NOTED UNANCHOR UL Y.. -S[On,e(x6:eauaM IS.WHEN ANCHORING EO CDNCAME UOU,SOSA4DIMIARDlULSSNAD NOT BE USEOTOORISUNTO B5040RTD IMTAD CONCRETE SCREWS. -64/28/b le:'.AS NCETED. . Drawn b. •ANV a Dale: 1D 2015 dog° �(C150107 MIIRRIDANE RtOTECTION sheefflof8 C:1Cloclmen55 aM SeIOnpVMC—%MY DL. JGoo9Ie Ddw%MiO_Prole¢s_CaCT08-WN9e dl%CAD2015T02JCC10107T&CVtO ,bV(ClWI07-0BA9/21/10154:31Y1 PM,ledW,I:111339,xvn R)Lsparate.mm l