|
_ _ _ _I _ 11 1 1 1 i 11 L
<br />/WC"ORS (SCE SECTIONS ON SLEETS 17, IS, I• t 20) - ..--
<br />3• ILA% SAM W+7r •V+•. 3B/17. 48/17. _.- .... - _
<br />I• MIN. .Mlf/Te. 7Mrh• • INW/]D �WO/M 7w/lo a W/m UK:
<br />b O O O O O O
<br />T- 1 i — — -- -----
<br />Wall ! ! I�JIAP >NP. I'I O1 ali0.
<br />' L/, I17LTV ^dIY rulall rM•a
<br />r A WDI.
<br />PAN (� )
<br />SCHEWLE
<br />1,
<br />Nrc eonal am"
<br />�.; `OiO%'P-' ` ••a NI R IYT R Moe 11.
<br />3 IAAX. 3A/+7, 46/17. L
<br />•A/,R SBh7. 1•/+7. syl•. J• uAx:
<br />'I' us..er/,e, 7AWhe . aIW/3a i"aippm INR/IS, 7•r/n a Nlr/m I• ,I
<br />-ANONORS (SEE SECTIONS ON SHEETS 17, IS. ,a ! 20)'--..
<br />OPTION #2 FOR LIFE SAFETY STORM PANELO) ELEVATION
<br />SCALE She•-t•
<br />Qa� uw
<br />am
<br />O°'ILur-NutO Ourt earn
<br />7*1_1
<br />' ............, f A..«..««. .....««....... ..`.° °m'..:.:.
<br />SECTION A —A
<br />SCALE 3/14--1-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (D•s•f.) AND
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 3�.5•''VCEN
<br />T No. 44167
<br />FLORIDA BU0.DIN(i CODE IR h Velocity XuMoon• Zone
<br />D.t`''.URtOT'.:i .awe,amoD,+c 20 GAGE GALVANRED STEEL STORY PANEL r't-
<br />oM•rF er
<br />GLOBAL PROTECTION
<br />-�"� I L E C O IN•.all PRODUCTS, I.I.C.LLC. Mrt:
<br />"IWAL FL 1xMI.
<br />II. - a aaa •rA n mo NONE (w)EII-754L FAY: (w)ar-ow
<br />20-T 76
<br />GA-ONp1I ��wNe
<br />IL >RK/.ON•TIR/WlE ,IPLtU A )r.. DRUM ft
<br />Pa - •Irtl 16 a N
<br />MAXIMUM A.S.O. Max. PANEL LENCM MINIMUM
<br />SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (D.e.IJ
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />g'-g•
<br />2 3/4'
<br />UNBOLTED
<br />��L.., _, ,, � .., .. _„
<br />INSTALLATION
<br />DETAILS
<br />� -� :fit - :I
<br />FOR OPTION #2
<br />INTO EXISTING
<br />FOR L!FE SAFETY
<br />WOOD STRUCTURES
<br />I •/Y r I n
<br />STORM PANEL
<br />SYSTEM
<br />r T
<br />� nI -L. i
<br />rppp
<br />HOOD HEADER
<br />*010H[ADFA
<br />f
<br />1/4-0/ 1/T1PCON • r D.C.
<br />w. THREADED
<br />'', � %
<br />._.-11,1 s1•
<br />Il/rlA7nP'ownIIINMA•MwroIWaAdoOcm.
<br />', i jl..
<br />_ • r D.C.1/4-01
<br />.,•. I rAT1ONXM NE
<br />Y7NGOED
<br />1 M.•UD.C.
<br />R
<br />� '.` � �
<br />E•nT.
<br />II
<br />P,1M
<br />Ar
<br />�TAPfOMA
<br />T•
<br />IXWl•C
<br />IN, �•M1O1
<br />To
<br />i' LNr
<br />CLASS
<br />• nI
<br />FIR SCHEDULE;
<br />PAN[1 tD1aiN
<br />(SxL Mort , euDw)
<br />IN, 7• N•a
<br />cag+•
<br />"
<br />PANEL LENGTH
<br />f-Iaooqwm
<br />i• A eTAN
<br />- (Iw eomaE '
<br />NIr sDRRIn- R aE1�' liw') PPANEL7EL IE�NCIH
<br />,
<br />� (SEE NO/e °iall (SEE IarE , eD M
<br />....
<br />; ,�a•• rAFAZN
<br />,MN TNgEAOfD '.
<br />I J'•,
<br />' MDYIIOIN OF PUTEI
<br />\, Y
<br />,/•Y-2oa(•`a.a. M1 w/1/1••-70.J/•'S.a MS W/
<br />a2 T/e'-]/)2• RtNc NUT
<br />_ ,/. • TAPCON • e• ac.
<br />- t W�1 I/y MN. lI1rAOap
<br />' PDlTMI,pI AT IROR'IOM
<br />R000 PLATE
<br />. u,
<br />.
<br />I I
<br />,xi"' WpOp PNiF
<br />NEgIE1ED
<br />SCALE 3/r.1"
<br />w LrwMlw
<br />- -- -- '--. -..- IS.fee• (TOTAL R'qM)-. —_.__ ,2.500• (EFFECTIVE WIDTH/77 )
<br />-
<br />- ,�• -1 ------- - 1.3D0•._ ,•. ,,yip•. .. r n,.500•
<br />� I 1
<br />f A � 1 '0� 230D'
<br />I� H'
<br />/ �K' �• 3.500'
<br />/ I Y.O.OM' YNTMIGI
<br />eST' aaARracD STEELEOx- / A75
<br />x.000' .zTYP Asn A-1153 � ��P•.
<br />-..-' -'°E0L"
<br />xTNI dI / .
<br />,xwx
<br />D-W NLN.
<br />Q STDR11 PANEL
<br />PANE'S DO UP /
<br />W/ HEMMED LOGE. _)
<br />r.lOw• �
<br />In -
<br />ISOMETRIC VIEW DETAIL A x aoo•
<br />ROUNDED CORNER O ENDS OF PANEL'S ---1
<br />END UP W/ HEMMED EDGE. ,ZS .730'
<br />O J. TRACK
<br />Ie.r
<br />-,1- 125•
<br />750• .am' (T7o)
<br />J• Mox.
<br />O7 3`x3`(Ynx.1 ALUM. ANGLE © AQDP BAR
<br />„• LONG
<br />80B3-T5 Alum. ALLOY
<br />XOR CONCRETE
<br />BLOCK KvuWrD
<br />CODE
<br />r'
<br />OS REVERSED `U` TRACK
<br />2.ouo-
<br />f.
<br />O 3`x3"(11,11ex_) ALUM. ,La13LE
<br />.• rwY11N ANC,1016
<br />r D.C.
<br />POURED CORCWE
<br />�.
<br />Ei• � I
<br />' C
<br />I fn.Y", le
<br />OI.A
<br />1
<br />iNSTALeTION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/1' TAPCON A/ICNp16 1 1• TAPCON ANealp6 _11' TAIN:ON ANCHORS
<br />• r D.C. O.C. - • r O.C.
<br />CONCRER ? POIRIm coNG1ETE � POURED COIICIKIE. �
<br />BLOCK REQUIRED� 1 SLOCK
<br />1 BOIIi.00K R[OUMFD I 1
<br />ED. E0.1 � \ Mo• I
<br />, ,APMMMIM M � I M irwl"YI A I � Ma tOArlr• N I i .�
<br />_ I
<br />IX6Tq� '
<br />� ,/Y�-xe.,• {[fir - � 1 ' y1 ,Hti-.)e.r 1A,1.' f � . r
<br />I
<br />EIOI• CEO � E.0• j
<br />�
<br />1
<br />CONCRETE BLOREOUIREDwoumm
<br />WALL CK
<br />Q_
<br />..I__._._ 1 !,/2' - i. NMi)TS tw SMER ' 1 r•'P-20w.3(s"bs. ILL.ILL.w/ .
<br />-
<br />/ / - �a]/Jx wNo NUT WASHER ]/]2• OWING NUT ' � �/ J/$' WIND d. (BEYOND)
<br />• 12 t
<br />�f I .i /7 ',....5 1 1/2*TTYY' O.0 1/x' O.C. _. 1 1' TAPCON
<br />e^+O.C. In WISHER (•EVONp)
<br />..__ /
<br />I •' TAPCON ANGIgRb 1 1' TAPCON MIC110Ra l.TAPCON ANii3ORS
<br />/ 1
<br />(SfABxIlEO W/ aTllo) (srAolwleo W/ STUD) • 1 ,/2' O.C.
<br />--EOUKD CONCRETE OR
<br />OR CCONCREIC BLOCK OR coNlSlEre BLOCK ..._.OR CONCRETE BLOCK
<br />REOUIRm SECTION I aISnlALL�AI1ON WALL� REDURM >dALL.YQIRQIN
<br />�.$ER{I�F�!!EL e u ea�tiP3aAlE1 LB ]AIIEI I L1'AtlE1
<br />sruE 3ro'-1• sn'u Sro'-+' sra1LE ]/B'-,' SCALE ]/a'-,-
<br />wear „eB ,/•••
<br />III r•n ,.. fp FOR A,rxaale ,rra a •rm.
<br />aFRo.O FOR IIWTAIIaWNI ,Mlo rood
<br />rRww auJwa W.. MF•OII 1•ror O,J a
<br />IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7
<br />mac o•TANu AN warwTm ON THIS •R,W IlRI•," _
<br />eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a
<br />aDtD1Al RIXITE ANCHOR aPAFJw H
<br />M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR
<br />K M 10LLOIIIR: fACNa. FOR 7N3 I I is
<br />aPONmI TO K raeeat REDIICFO_-
<br />9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _.....
<br />N IA[ THAN IIIIeRN IPAC•E Iwlalrm-
<br />rOR EACH AIKIOR 1rAt ON THIS f01aOIAC
<br />POR CONCRETE 001 CONCRETE CONCRETE
<br />OURED
<br />REQUIREDMee
<br />r No
<br />saw, NO
<br />CLASS
<br />1A
<br />N
<br />,/1'I TAPCON • r O.C.
<br />-" w/t 1 MIN. 7/NIfADEp
<br />TK711 AT MOOD
<br />HEADER
<br />Nk apMll•N
<br />To ,RAa
<br />pH eO,LpAE ...
<br />M a11Qr 4) �
<br />GLASS
<br />'
<br />i
<br />i
<br />I
<br />WOORAW
<br />D
<br />i
<br />1' Me..
<br />PANEL LENGTH
<br />(SCE NOTE 1 BELOW)
<br />WOOD HtAuL'
<br />\ ':,�'• > ]/]2' WNO NUT
<br />2'.{'
<br />FILL.
<br />RiW✓M[D MASHER • e I/.' O.L.
<br />/11-10 PANEUNre
<br />uw. iNRUpEO P�Tlpl
<br />AT IpOwIPT11 or Pure
<br />SCALE 3/e•-1•
<br />r�
<br />1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05
<br />UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•.
<br />2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN
<br />NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL
<br />, i .; _..._1/a'• TAPCON O a' O.C.
<br />/1 1 WN. T/M[ADEO
<br />' � I HEADER
<br />1 I/1.
<br />i
<br />NIR evwww
<br />To e1Ae
<br />(e,X tlra,muE
<br />poSTgK1- m ON Wl,q
<br />,XAss I
<br />;
<br />PANEL LENGTH
<br />,/a••-IAf r(SEE Hare , eaow)
<br />a//sBB Ms w/ • - -
<br />WIIe•NUTJ�• .i
<br />hU � 6
<br />i
<br />I � 0
<br />CO e-
<br />t�o.
<br />2RE�MAR[Olp _1 J/(T WING NVT
<br />}- WA911ER • BETVA
<br />PLAT0 RIM IMPANEL
<br />SCALE 3/8--l-
<br />E
<br />10 PAiI[1aN7E
<br />• e ,/•• O.C. w
<br />PfT1ETM//, T/
<br />MIN. iHl1E10fD 110N
<br />AT MW'rDTN OF
<br />NYR(COM
<br />ENOF
<br />D
<br />WAR HANDLE
<br />FROM
<br />THUMBSCREW
<br />SUCBY
<br />SPACING fTG FL
<br />H
<br />WIT
<br />ER
<br />SUCH
<br />7'/24 (aII Nort a IIDOr)
<br />1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO
<br />1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me..
<br />OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn.
<br />i;I.. I NE EECRdw w WRET ).
<br />�. ,..,• 7,L3
<br />1/2' -'/7- -_.-'. '/7'"• j --gyp
<br />--j
<br />-rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw
<br />r 60 Y t'
<br />OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR '
<br />as IRIIE s ], 1 eacr I I
<br />Lam► ' +
<br />ti.
<br />aoxv
<br />sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA)
<br />,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011
<br />fE[ aEC,l01wSHIM ri MRCg1011
<br />�M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era,
<br />• LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(,
<br />� � INSTALLEDA
<br />ilo�
<br />E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c -
<br />.awe 3/3Y - ,• .D%a 1
<br />SECTION B-B S•i`O1pM1O.reANo,xiOCim"
<br />I-
<br />(1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC .
<br />LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG
<br />(1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES
<br />Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of
<br />PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs
<br />(2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2'
<br />(� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS
<br />(S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J)
<br />,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM.
<br />111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY
<br />BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT
<br />E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR
<br />(a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF
<br />PANELS.
<br />(in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL
<br />1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt
<br />TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w�
<br />(S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S
<br />OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D
<br />A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a
<br />PANEL) HAVE
<br />1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY
<br />3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone
<br />� ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n.
<br />ORAL PROTECTION PRODUCTS, I.I.C.
<br />�'�'•. F P :-r li. E �. O INc. .IIo v e, muEY
<br />y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B
<br />�YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-;
<br />, - alm n or EE
<br />POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm
<br />PLUS W/
<br />J
<br />WASHECONCRETE
<br />-POURED CONCRETE
<br />On OR WALL MOUNTING INSTALLATION
<br />SECTION 3111
<br />R
<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC
<br />� e• O.C. i • 9' O.G.
<br />KOC1C, 1 ; R[I�TC IIKDCN 1
<br />1/1. � 1 t/a•
<br />•
<br />I \
<br />o •IIw aM o
<br />I
<br />,Isr NO � P
<br />1
<br />I I
<br />:. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL
<br />I 1^4rp�4q I]
<br />I
<br />PANC,J41re PLUS M/' ! yt0•"ANCI�TE
<br />Y .... ._ .._1
<br />3/32' WING, NUT WASHER� 7 NUT
<br />� • I ,/•' O.C. (BEYOND)
<br />DONtlI[IE BLOCK ......: CONCRETE BLOCK
<br />REONIIED RE0IMED
<br />1IfEiLL_1141ISilurdeLLAIIQM
<br />!s 0 SAFETY u ANEW
<br />SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^
<br />PLUS
<br />ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk
<br />SPACW04 O faR •wrAUARaa INro roo
<br />d
<br />rRAL[ rzLDew we. NOIO errA• ) )
<br />NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I )
<br />•1•M 11•IN,O
<br />ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n
<br />eLTnA1 AIDIICi AI,01a11 tewrw M
<br />,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II
<br />eY M fO11awI• IAC7aRl; FU11 THIS �
<br />OI'GrION 10 N FOS91RL Imlxm
<br />alwnllo oBD•Ra w•w rrna aNrL NOT
<br />K ,m 7ww MIwIW fMC•aC IW,DIRD
<br />no vACN AMONOR Tm ow TNr owlmAAt
<br />)1 -
<br />Hurricane
<br />U.C. mm
<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
<br />��w�A I� LTE C O—,N�. PRDTEc'noN mown,
<br />.E/N,nwe
<br />.ew Il !1 snu*
<br />• / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B
<br />tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n
<br />It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-:
<br />wALTOI A 1,YI1 i.. PL iP
<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />N rR7 n Y i
<br />so
<br />IT 1 toll
<br />wmu
<br />R
<br />TioTo
<br />SmALE r
<br />-rat
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />ONE n� o' �• 4
<br />6 4 a` �r ru ac
<br />MQ!
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<br />, •Y- r I'OR Nn. , , ••M I
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<br />Iw,awo a
<br />a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a
<br />wu,RANi o� m,7/.• m OO
<br />�rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan
<br />- tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _
<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
<br />8 Irmr,y,�r,„,t �° KgROOR4 Fa„
<br />4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api
<br />eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs �
<br />Na. 44167 -
<br />Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone)
<br />ItAT a•ra
<br />"'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA.
<br />9� .• aRr•M IF
<br />MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw.
<br />BGLL• t/Y . t' VIEW aN
<br />I�NC Nr0 f.El el t11QT
<br />Ow1w75K rA�,c� pa.),N-•nT 20-176
<br />d-o00E71• �p 11i.
<br />P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N
<br />Cn CD
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<br />SHEET N0.
<br />IS 1.2
<br />,xwx
<br />D-W NLN.
<br />Q STDR11 PANEL
<br />PANE'S DO UP /
<br />W/ HEMMED LOGE. _)
<br />r.lOw• �
<br />In -
<br />ISOMETRIC VIEW DETAIL A x aoo•
<br />ROUNDED CORNER O ENDS OF PANEL'S ---1
<br />END UP W/ HEMMED EDGE. ,ZS .730'
<br />O J. TRACK
<br />Ie.r
<br />-,1- 125•
<br />750• .am' (T7o)
<br />J• Mox.
<br />O7 3`x3`(Ynx.1 ALUM. ANGLE © AQDP BAR
<br />„• LONG
<br />80B3-T5 Alum. ALLOY
<br />XOR CONCRETE
<br />BLOCK KvuWrD
<br />CODE
<br />r'
<br />OS REVERSED `U` TRACK
<br />2.ouo-
<br />f.
<br />O 3`x3"(11,11ex_) ALUM. ,La13LE
<br />.• rwY11N ANC,1016
<br />r D.C.
<br />POURED CORCWE
<br />�.
<br />Ei• � I
<br />' C
<br />I fn.Y", le
<br />OI.A
<br />1
<br />iNSTALeTION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/1' TAPCON A/ICNp16 1 1• TAPCON ANealp6 _11' TAIN:ON ANCHORS
<br />• r D.C. O.C. - • r O.C.
<br />CONCRER ? POIRIm coNG1ETE � POURED COIICIKIE. �
<br />BLOCK REQUIRED� 1 SLOCK
<br />1 BOIIi.00K R[OUMFD I 1
<br />ED. E0.1 � \ Mo• I
<br />, ,APMMMIM M � I M irwl"YI A I � Ma tOArlr• N I i .�
<br />_ I
<br />IX6Tq� '
<br />� ,/Y�-xe.,• {[fir - � 1 ' y1 ,Hti-.)e.r 1A,1.' f � . r
<br />I
<br />EIOI• CEO � E.0• j
<br />�
<br />1
<br />CONCRETE BLOREOUIREDwoumm
<br />WALL CK
<br />Q_
<br />..I__._._ 1 !,/2' - i. NMi)TS tw SMER ' 1 r•'P-20w.3(s"bs. ILL.ILL.w/ .
<br />-
<br />/ / - �a]/Jx wNo NUT WASHER ]/]2• OWING NUT ' � �/ J/$' WIND d. (BEYOND)
<br />• 12 t
<br />�f I .i /7 ',....5 1 1/2*TTYY' O.0 1/x' O.C. _. 1 1' TAPCON
<br />e^+O.C. In WISHER (•EVONp)
<br />..__ /
<br />I •' TAPCON ANGIgRb 1 1' TAPCON MIC110Ra l.TAPCON ANii3ORS
<br />/ 1
<br />(SfABxIlEO W/ aTllo) (srAolwleo W/ STUD) • 1 ,/2' O.C.
<br />--EOUKD CONCRETE OR
<br />OR CCONCREIC BLOCK OR coNlSlEre BLOCK ..._.OR CONCRETE BLOCK
<br />REOUIRm SECTION I aISnlALL�AI1ON WALL� REDURM >dALL.YQIRQIN
<br />�.$ER{I�F�!!EL e u ea�tiP3aAlE1 LB ]AIIEI I L1'AtlE1
<br />sruE 3ro'-1• sn'u Sro'-+' sra1LE ]/B'-,' SCALE ]/a'-,-
<br />wear „eB ,/•••
<br />III r•n ,.. fp FOR A,rxaale ,rra a •rm.
<br />aFRo.O FOR IIWTAIIaWNI ,Mlo rood
<br />rRww auJwa W.. MF•OII 1•ror O,J a
<br />IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7
<br />mac o•TANu AN warwTm ON THIS •R,W IlRI•," _
<br />eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a
<br />aDtD1Al RIXITE ANCHOR aPAFJw H
<br />M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR
<br />K M 10LLOIIIR: fACNa. FOR 7N3 I I is
<br />aPONmI TO K raeeat REDIICFO_-
<br />9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _.....
<br />N IA[ THAN IIIIeRN IPAC•E Iwlalrm-
<br />rOR EACH AIKIOR 1rAt ON THIS f01aOIAC
<br />POR CONCRETE 001 CONCRETE CONCRETE
<br />OURED
<br />REQUIREDMee
<br />r No
<br />saw, NO
<br />CLASS
<br />1A
<br />N
<br />,/1'I TAPCON • r O.C.
<br />-" w/t 1 MIN. 7/NIfADEp
<br />TK711 AT MOOD
<br />HEADER
<br />Nk apMll•N
<br />To ,RAa
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<br />M a11Qr 4) �
<br />GLASS
<br />'
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<br />I
<br />WOORAW
<br />D
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<br />1' Me..
<br />PANEL LENGTH
<br />(SCE NOTE 1 BELOW)
<br />WOOD HtAuL'
<br />\ ':,�'• > ]/]2' WNO NUT
<br />2'.{'
<br />FILL.
<br />RiW✓M[D MASHER • e I/.' O.L.
<br />/11-10 PANEUNre
<br />uw. iNRUpEO P�Tlpl
<br />AT IpOwIPT11 or Pure
<br />SCALE 3/e•-1•
<br />r�
<br />1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05
<br />UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•.
<br />2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN
<br />NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL
<br />, i .; _..._1/a'• TAPCON O a' O.C.
<br />/1 1 WN. T/M[ADEO
<br />' � I HEADER
<br />1 I/1.
<br />i
<br />NIR evwww
<br />To e1Ae
<br />(e,X tlra,muE
<br />poSTgK1- m ON Wl,q
<br />,XAss I
<br />;
<br />PANEL LENGTH
<br />,/a••-IAf r(SEE Hare , eaow)
<br />a//sBB Ms w/ • - -
<br />WIIe•NUTJ�• .i
<br />hU � 6
<br />i
<br />I � 0
<br />CO e-
<br />t�o.
<br />2RE�MAR[Olp _1 J/(T WING NVT
<br />}- WA911ER • BETVA
<br />PLAT0 RIM IMPANEL
<br />SCALE 3/8--l-
<br />E
<br />10 PAiI[1aN7E
<br />• e ,/•• O.C. w
<br />PfT1ETM//, T/
<br />MIN. iHl1E10fD 110N
<br />AT MW'rDTN OF
<br />NYR(COM
<br />ENOF
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<br />WAR HANDLE
<br />FROM
<br />THUMBSCREW
<br />SUCBY
<br />SPACING fTG FL
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<br />WIT
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<br />SUCH
<br />7'/24 (aII Nort a IIDOr)
<br />1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO
<br />1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me..
<br />OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn.
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<br />r 60 Y t'
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<br />as IRIIE s ], 1 eacr I I
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<br />ti.
<br />aoxv
<br />sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA)
<br />,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011
<br />fE[ aEC,l01wSHIM ri MRCg1011
<br />�M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era,
<br />• LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(,
<br />� � INSTALLEDA
<br />ilo�
<br />E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c -
<br />.awe 3/3Y - ,• .D%a 1
<br />SECTION B-B S•i`O1pM1O.reANo,xiOCim"
<br />I-
<br />(1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC .
<br />LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG
<br />(1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES
<br />Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of
<br />PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs
<br />(2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2'
<br />(� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS
<br />(S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J)
<br />,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM.
<br />111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY
<br />BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT
<br />E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR
<br />(a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF
<br />PANELS.
<br />(in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL
<br />1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt
<br />TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w�
<br />(S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S
<br />OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D
<br />A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a
<br />PANEL) HAVE
<br />1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY
<br />3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone
<br />� ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n.
<br />ORAL PROTECTION PRODUCTS, I.I.C.
<br />�'�'•. F P :-r li. E �. O INc. .IIo v e, muEY
<br />y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B
<br />�YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-;
<br />, - alm n or EE
<br />POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm
<br />PLUS W/
<br />J
<br />WASHECONCRETE
<br />-POURED CONCRETE
<br />On OR WALL MOUNTING INSTALLATION
<br />SECTION 3111
<br />R
<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC
<br />� e• O.C. i • 9' O.G.
<br />KOC1C, 1 ; R[I�TC IIKDCN 1
<br />1/1. � 1 t/a•
<br />•
<br />I \
<br />o •IIw aM o
<br />I
<br />,Isr NO � P
<br />1
<br />I I
<br />:. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL
<br />I 1^4rp�4q I]
<br />I
<br />PANC,J41re PLUS M/' ! yt0•"ANCI�TE
<br />Y .... ._ .._1
<br />3/32' WING, NUT WASHER� 7 NUT
<br />� • I ,/•' O.C. (BEYOND)
<br />DONtlI[IE BLOCK ......: CONCRETE BLOCK
<br />REONIIED RE0IMED
<br />1IfEiLL_1141ISilurdeLLAIIQM
<br />!s 0 SAFETY u ANEW
<br />SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^
<br />PLUS
<br />ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk
<br />SPACW04 O faR •wrAUARaa INro roo
<br />d
<br />rRAL[ rzLDew we. NOIO errA• ) )
<br />NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I )
<br />•1•M 11•IN,O
<br />ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n
<br />eLTnA1 AIDIICi AI,01a11 tewrw M
<br />,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II
<br />eY M fO11awI• IAC7aRl; FU11 THIS �
<br />OI'GrION 10 N FOS91RL Imlxm
<br />alwnllo oBD•Ra w•w rrna aNrL NOT
<br />K ,m 7ww MIwIW fMC•aC IW,DIRD
<br />no vACN AMONOR Tm ow TNr owlmAAt
<br />)1 -
<br />Hurricane
<br />U.C. mm
<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
<br />��w�A I� LTE C O—,N�. PRDTEc'noN mown,
<br />.E/N,nwe
<br />.ew Il !1 snu*
<br />• / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B
<br />tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n
<br />It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-:
<br />wALTOI A 1,YI1 i.. PL iP
<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />N rR7 n Y i
<br />so
<br />IT 1 toll
<br />wmu
<br />R
<br />TioTo
<br />SmALE r
<br />-rat
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />ONE n� o' �• 4
<br />6 4 a` �r ru ac
<br />MQ!
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<br />�rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan
<br />- tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _
<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
<br />8 Irmr,y,�r,„,t �° KgROOR4 Fa„
<br />4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api
<br />eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs �
<br />Na. 44167 -
<br />Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone)
<br />ItAT a•ra
<br />"'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA.
<br />9� .• aRr•M IF
<br />MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw.
<br />BGLL• t/Y . t' VIEW aN
<br />I�NC Nr0 f.El el t11QT
<br />Ow1w75K rA�,c� pa.),N-•nT 20-176
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<br />IS 1.2
<br />iNSTALeTION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/1' TAPCON A/ICNp16 1 1• TAPCON ANealp6 _11' TAIN:ON ANCHORS
<br />• r D.C. O.C. - • r O.C.
<br />CONCRER ? POIRIm coNG1ETE � POURED COIICIKIE. �
<br />BLOCK REQUIRED� 1 SLOCK
<br />1 BOIIi.00K R[OUMFD I 1
<br />ED. E0.1 � \ Mo• I
<br />, ,APMMMIM M � I M irwl"YI A I � Ma tOArlr• N I i .�
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<br />1
<br />CONCRETE BLOREOUIREDwoumm
<br />WALL CK
<br />Q_
<br />..I__._._ 1 !,/2' - i. NMi)TS tw SMER ' 1 r•'P-20w.3(s"bs. ILL.ILL.w/ .
<br />-
<br />/ / - �a]/Jx wNo NUT WASHER ]/]2• OWING NUT ' � �/ J/$' WIND d. (BEYOND)
<br />• 12 t
<br />�f I .i /7 ',....5 1 1/2*TTYY' O.0 1/x' O.C. _. 1 1' TAPCON
<br />e^+O.C. In WISHER (•EVONp)
<br />..__ /
<br />I •' TAPCON ANGIgRb 1 1' TAPCON MIC110Ra l.TAPCON ANii3ORS
<br />/ 1
<br />(SfABxIlEO W/ aTllo) (srAolwleo W/ STUD) • 1 ,/2' O.C.
<br />--EOUKD CONCRETE OR
<br />OR CCONCREIC BLOCK OR coNlSlEre BLOCK ..._.OR CONCRETE BLOCK
<br />REOUIRm SECTION I aISnlALL�AI1ON WALL� REDURM >dALL.YQIRQIN
<br />�.$ER{I�F�!!EL e u ea�tiP3aAlE1 LB ]AIIEI I L1'AtlE1
<br />sruE 3ro'-1• sn'u Sro'-+' sra1LE ]/B'-,' SCALE ]/a'-,-
<br />wear „eB ,/•••
<br />III r•n ,.. fp FOR A,rxaale ,rra a •rm.
<br />aFRo.O FOR IIWTAIIaWNI ,Mlo rood
<br />rRww auJwa W.. MF•OII 1•ror O,J a
<br />IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7
<br />mac o•TANu AN warwTm ON THIS •R,W IlRI•," _
<br />eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a
<br />aDtD1Al RIXITE ANCHOR aPAFJw H
<br />M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR
<br />K M 10LLOIIIR: fACNa. FOR 7N3 I I is
<br />aPONmI TO K raeeat REDIICFO_-
<br />9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _.....
<br />N IA[ THAN IIIIeRN IPAC•E Iwlalrm-
<br />rOR EACH AIKIOR 1rAt ON THIS f01aOIAC
<br />POR CONCRETE 001 CONCRETE CONCRETE
<br />OURED
<br />REQUIREDMee
<br />r No
<br />saw, NO
<br />CLASS
<br />1A
<br />N
<br />,/1'I TAPCON • r O.C.
<br />-" w/t 1 MIN. 7/NIfADEp
<br />TK711 AT MOOD
<br />HEADER
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<br />GLASS
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<br />WOORAW
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<br />1' Me..
<br />PANEL LENGTH
<br />(SCE NOTE 1 BELOW)
<br />WOOD HtAuL'
<br />\ ':,�'• > ]/]2' WNO NUT
<br />2'.{'
<br />FILL.
<br />RiW✓M[D MASHER • e I/.' O.L.
<br />/11-10 PANEUNre
<br />uw. iNRUpEO P�Tlpl
<br />AT IpOwIPT11 or Pure
<br />SCALE 3/e•-1•
<br />r�
<br />1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05
<br />UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•.
<br />2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN
<br />NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL
<br />, i .; _..._1/a'• TAPCON O a' O.C.
<br />/1 1 WN. T/M[ADEO
<br />' � I HEADER
<br />1 I/1.
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<br />SCALE 3/8--l-
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<br />10 PAiI[1aN7E
<br />• e ,/•• O.C. w
<br />PfT1ETM//, T/
<br />MIN. iHl1E10fD 110N
<br />AT MW'rDTN OF
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<br />FROM
<br />THUMBSCREW
<br />SUCBY
<br />SPACING fTG FL
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<br />7'/24 (aII Nort a IIDOr)
<br />1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO
<br />1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me..
<br />OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn.
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<br />r 60 Y t'
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<br />,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011
<br />fE[ aEC,l01wSHIM ri MRCg1011
<br />�M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era,
<br />• LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(,
<br />� � INSTALLEDA
<br />ilo�
<br />E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c -
<br />.awe 3/3Y - ,• .D%a 1
<br />SECTION B-B S•i`O1pM1O.reANo,xiOCim"
<br />I-
<br />(1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC .
<br />LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG
<br />(1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES
<br />Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of
<br />PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs
<br />(2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2'
<br />(� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS
<br />(S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J)
<br />,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM.
<br />111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY
<br />BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT
<br />E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR
<br />(a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF
<br />PANELS.
<br />(in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL
<br />1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt
<br />TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w�
<br />(S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S
<br />OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D
<br />A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a
<br />PANEL) HAVE
<br />1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY
<br />3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone
<br />� ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n.
<br />ORAL PROTECTION PRODUCTS, I.I.C.
<br />�'�'•. F P :-r li. E �. O INc. .IIo v e, muEY
<br />y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B
<br />�YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-;
<br />, - alm n or EE
<br />POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm
<br />PLUS W/
<br />J
<br />WASHECONCRETE
<br />-POURED CONCRETE
<br />On OR WALL MOUNTING INSTALLATION
<br />SECTION 3111
<br />R
<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC
<br />� e• O.C. i • 9' O.G.
<br />KOC1C, 1 ; R[I�TC IIKDCN 1
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<br />PANC,J41re PLUS M/' ! yt0•"ANCI�TE
<br />Y .... ._ .._1
<br />3/32' WING, NUT WASHER� 7 NUT
<br />� • I ,/•' O.C. (BEYOND)
<br />DONtlI[IE BLOCK ......: CONCRETE BLOCK
<br />REONIIED RE0IMED
<br />1IfEiLL_1141ISilurdeLLAIIQM
<br />!s 0 SAFETY u ANEW
<br />SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^
<br />PLUS
<br />ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk
<br />SPACW04 O faR •wrAUARaa INro roo
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<br />NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I )
<br />•1•M 11•IN,O
<br />ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n
<br />eLTnA1 AIDIICi AI,01a11 tewrw M
<br />,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II
<br />eY M fO11awI• IAC7aRl; FU11 THIS �
<br />OI'GrION 10 N FOS91RL Imlxm
<br />alwnllo oBD•Ra w•w rrna aNrL NOT
<br />K ,m 7ww MIwIW fMC•aC IW,DIRD
<br />no vACN AMONOR Tm ow TNr owlmAAt
<br />)1 -
<br />Hurricane
<br />U.C. mm
<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
<br />��w�A I� LTE C O—,N�. PRDTEc'noN mown,
<br />.E/N,nwe
<br />.ew Il !1 snu*
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<br />It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-:
<br />wALTOI A 1,YI1 i.. PL iP
<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />N rR7 n Y i
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<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
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<br />Na. 44167 -
<br />Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone)
<br />ItAT a•ra
<br />"'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA.
<br />9� .• aRr•M IF
<br />MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw.
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<br />IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7
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<br />eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a
<br />aDtD1Al RIXITE ANCHOR aPAFJw H
<br />M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR
<br />K M 10LLOIIIR: fACNa. FOR 7N3 I I is
<br />aPONmI TO K raeeat REDIICFO_-
<br />9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _.....
<br />N IA[ THAN IIIIeRN IPAC•E Iwlalrm-
<br />rOR EACH AIKIOR 1rAt ON THIS f01aOIAC
<br />POR CONCRETE 001 CONCRETE CONCRETE
<br />OURED
<br />REQUIREDMee
<br />r No
<br />saw, NO
<br />CLASS
<br />1A
<br />N
<br />,/1'I TAPCON • r O.C.
<br />-" w/t 1 MIN. 7/NIfADEp
<br />TK711 AT MOOD
<br />HEADER
<br />Nk apMll•N
<br />To ,RAa
<br />pH eO,LpAE ...
<br />M a11Qr 4) �
<br />GLASS
<br />'
<br />i
<br />i
<br />I
<br />WOORAW
<br />D
<br />i
<br />1' Me..
<br />PANEL LENGTH
<br />(SCE NOTE 1 BELOW)
<br />WOOD HtAuL'
<br />\ ':,�'• > ]/]2' WNO NUT
<br />2'.{'
<br />FILL.
<br />RiW✓M[D MASHER • e I/.' O.L.
<br />/11-10 PANEUNre
<br />uw. iNRUpEO P�Tlpl
<br />AT IpOwIPT11 or Pure
<br />SCALE 3/e•-1•
<br />r�
<br />1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05
<br />UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•.
<br />2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN
<br />NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL
<br />, i .; _..._1/a'• TAPCON O a' O.C.
<br />/1 1 WN. T/M[ADEO
<br />' � I HEADER
<br />1 I/1.
<br />i
<br />NIR evwww
<br />To e1Ae
<br />(e,X tlra,muE
<br />poSTgK1- m ON Wl,q
<br />,XAss I
<br />;
<br />PANEL LENGTH
<br />,/a••-IAf r(SEE Hare , eaow)
<br />a//sBB Ms w/ • - -
<br />WIIe•NUTJ�• .i
<br />hU � 6
<br />i
<br />I � 0
<br />CO e-
<br />t�o.
<br />2RE�MAR[Olp _1 J/(T WING NVT
<br />}- WA911ER • BETVA
<br />PLAT0 RIM IMPANEL
<br />SCALE 3/8--l-
<br />E
<br />10 PAiI[1aN7E
<br />• e ,/•• O.C. w
<br />PfT1ETM//, T/
<br />MIN. iHl1E10fD 110N
<br />AT MW'rDTN OF
<br />NYR(COM
<br />ENOF
<br />D
<br />WAR HANDLE
<br />FROM
<br />THUMBSCREW
<br />SUCBY
<br />SPACING fTG FL
<br />H
<br />WIT
<br />ER
<br />SUCH
<br />7'/24 (aII Nort a IIDOr)
<br />1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO
<br />1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me..
<br />OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn.
<br />i;I.. I NE EECRdw w WRET ).
<br />�. ,..,• 7,L3
<br />1/2' -'/7- -_.-'. '/7'"• j --gyp
<br />--j
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<br />r 60 Y t'
<br />OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR '
<br />as IRIIE s ], 1 eacr I I
<br />Lam► ' +
<br />ti.
<br />aoxv
<br />sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA)
<br />,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011
<br />fE[ aEC,l01wSHIM ri MRCg1011
<br />�M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era,
<br />• LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(,
<br />� � INSTALLEDA
<br />ilo�
<br />E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c -
<br />.awe 3/3Y - ,• .D%a 1
<br />SECTION B-B S•i`O1pM1O.reANo,xiOCim"
<br />I-
<br />(1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC .
<br />LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG
<br />(1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES
<br />Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of
<br />PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs
<br />(2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2'
<br />(� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS
<br />(S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J)
<br />,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM.
<br />111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY
<br />BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT
<br />E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR
<br />(a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF
<br />PANELS.
<br />(in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL
<br />1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt
<br />TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w�
<br />(S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S
<br />OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D
<br />A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a
<br />PANEL) HAVE
<br />1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY
<br />3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone
<br />� ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n.
<br />ORAL PROTECTION PRODUCTS, I.I.C.
<br />�'�'•. F P :-r li. E �. O INc. .IIo v e, muEY
<br />y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B
<br />�YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-;
<br />, - alm n or EE
<br />POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm
<br />PLUS W/
<br />J
<br />WASHECONCRETE
<br />-POURED CONCRETE
<br />On OR WALL MOUNTING INSTALLATION
<br />SECTION 3111
<br />R
<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC
<br />� e• O.C. i • 9' O.G.
<br />KOC1C, 1 ; R[I�TC IIKDCN 1
<br />1/1. � 1 t/a•
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<br />I
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<br />1
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<br />I 1^4rp�4q I]
<br />I
<br />PANC,J41re PLUS M/' ! yt0•"ANCI�TE
<br />Y .... ._ .._1
<br />3/32' WING, NUT WASHER� 7 NUT
<br />� • I ,/•' O.C. (BEYOND)
<br />DONtlI[IE BLOCK ......: CONCRETE BLOCK
<br />REONIIED RE0IMED
<br />1IfEiLL_1141ISilurdeLLAIIQM
<br />!s 0 SAFETY u ANEW
<br />SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^
<br />PLUS
<br />ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk
<br />SPACW04 O faR •wrAUARaa INro roo
<br />d
<br />rRAL[ rzLDew we. NOIO errA• ) )
<br />NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I )
<br />•1•M 11•IN,O
<br />ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n
<br />eLTnA1 AIDIICi AI,01a11 tewrw M
<br />,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II
<br />eY M fO11awI• IAC7aRl; FU11 THIS �
<br />OI'GrION 10 N FOS91RL Imlxm
<br />alwnllo oBD•Ra w•w rrna aNrL NOT
<br />K ,m 7ww MIwIW fMC•aC IW,DIRD
<br />no vACN AMONOR Tm ow TNr owlmAAt
<br />)1 -
<br />Hurricane
<br />U.C. mm
<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
<br />��w�A I� LTE C O—,N�. PRDTEc'noN mown,
<br />.E/N,nwe
<br />.ew Il !1 snu*
<br />• / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B
<br />tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n
<br />It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-:
<br />wALTOI A 1,YI1 i.. PL iP
<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />N rR7 n Y i
<br />so
<br />IT 1 toll
<br />wmu
<br />R
<br />TioTo
<br />SmALE r
<br />-rat
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />ONE n� o' �• 4
<br />6 4 a` �r ru ac
<br />MQ!
<br />,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;'
<br />lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw
<br />� 8 • )NE
<br />,rDo
<br />waA7 16 ova
<br />r ao>Na� MNEa "1'M•
<br />7J .
<br />• y�rMn• 7 �, --- -
<br />I
<br />, V+r AAw. Ter 1
<br />1
<br />1 I 1 1 I b
<br />+ ONme 14, » a SHUT
<br />i vr.-avr
<br />, •Y- r I'OR Nn. , , ••M I
<br />L^ O.W1tM I I
<br />r 1 1 C
<br />Iw,awo a
<br />a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a
<br />wu,RANi o� m,7/.• m OO
<br />�rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan
<br />- tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _
<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
<br />8 Irmr,y,�r,„,t �° KgROOR4 Fa„
<br />4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api
<br />eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs �
<br />Na. 44167 -
<br />Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone)
<br />ItAT a•ra
<br />"'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA.
<br />9� .• aRr•M IF
<br />MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw.
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<br />-" w/t 1 MIN. 7/NIfADEp
<br />TK711 AT MOOD
<br />HEADER
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<br />(SCE NOTE 1 BELOW)
<br />WOOD HtAuL'
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<br />RiW✓M[D MASHER • e I/.' O.L.
<br />/11-10 PANEUNre
<br />uw. iNRUpEO P�Tlpl
<br />AT IpOwIPT11 or Pure
<br />SCALE 3/e•-1•
<br />r�
<br />1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05
<br />UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•.
<br />2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN
<br />NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL
<br />, i .; _..._1/a'• TAPCON O a' O.C.
<br />/1 1 WN. T/M[ADEO
<br />' � I HEADER
<br />1 I/1.
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<br />,/a••-IAf r(SEE Hare , eaow)
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<br />2RE�MAR[Olp _1 J/(T WING NVT
<br />}- WA911ER • BETVA
<br />PLAT0 RIM IMPANEL
<br />SCALE 3/8--l-
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<br />10 PAiI[1aN7E
<br />• e ,/•• O.C. w
<br />PfT1ETM//, T/
<br />MIN. iHl1E10fD 110N
<br />AT MW'rDTN OF
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<br />WAR HANDLE
<br />FROM
<br />THUMBSCREW
<br />SUCBY
<br />SPACING fTG FL
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<br />7'/24 (aII Nort a IIDOr)
<br />1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO
<br />1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me..
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<br />r 60 Y t'
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<br />fE[ aEC,l01wSHIM ri MRCg1011
<br />�M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era,
<br />• LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(,
<br />� � INSTALLEDA
<br />ilo�
<br />E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c -
<br />.awe 3/3Y - ,• .D%a 1
<br />SECTION B-B S•i`O1pM1O.reANo,xiOCim"
<br />I-
<br />(1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC .
<br />LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG
<br />(1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES
<br />Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of
<br />PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs
<br />(2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2'
<br />(� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS
<br />(S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J)
<br />,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM.
<br />111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY
<br />BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT
<br />E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR
<br />(a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF
<br />PANELS.
<br />(in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL
<br />1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt
<br />TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w�
<br />(S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S
<br />OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D
<br />A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a
<br />PANEL) HAVE
<br />1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY
<br />3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone
<br />� ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n.
<br />ORAL PROTECTION PRODUCTS, I.I.C.
<br />�'�'•. F P :-r li. E �. O INc. .IIo v e, muEY
<br />y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B
<br />�YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-;
<br />, - alm n or EE
<br />POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm
<br />PLUS W/
<br />J
<br />WASHECONCRETE
<br />-POURED CONCRETE
<br />On OR WALL MOUNTING INSTALLATION
<br />SECTION 3111
<br />R
<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC
<br />� e• O.C. i • 9' O.G.
<br />KOC1C, 1 ; R[I�TC IIKDCN 1
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<br />PANC,J41re PLUS M/' ! yt0•"ANCI�TE
<br />Y .... ._ .._1
<br />3/32' WING, NUT WASHER� 7 NUT
<br />� • I ,/•' O.C. (BEYOND)
<br />DONtlI[IE BLOCK ......: CONCRETE BLOCK
<br />REONIIED RE0IMED
<br />1IfEiLL_1141ISilurdeLLAIIQM
<br />!s 0 SAFETY u ANEW
<br />SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^
<br />PLUS
<br />ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk
<br />SPACW04 O faR •wrAUARaa INro roo
<br />d
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<br />NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I )
<br />•1•M 11•IN,O
<br />ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n
<br />eLTnA1 AIDIICi AI,01a11 tewrw M
<br />,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II
<br />eY M fO11awI• IAC7aRl; FU11 THIS �
<br />OI'GrION 10 N FOS91RL Imlxm
<br />alwnllo oBD•Ra w•w rrna aNrL NOT
<br />K ,m 7ww MIwIW fMC•aC IW,DIRD
<br />no vACN AMONOR Tm ow TNr owlmAAt
<br />)1 -
<br />Hurricane
<br />U.C. mm
<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
<br />��w�A I� LTE C O—,N�. PRDTEc'noN mown,
<br />.E/N,nwe
<br />.ew Il !1 snu*
<br />• / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B
<br />tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n
<br />It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-:
<br />wALTOI A 1,YI1 i.. PL iP
<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />N rR7 n Y i
<br />so
<br />IT 1 toll
<br />wmu
<br />R
<br />TioTo
<br />SmALE r
<br />-rat
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />ONE n� o' �• 4
<br />6 4 a` �r ru ac
<br />MQ!
<br />,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;'
<br />lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw
<br />� 8 • )NE
<br />,rDo
<br />waA7 16 ova
<br />r ao>Na� MNEa "1'M•
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<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
<br />8 Irmr,y,�r,„,t �° KgROOR4 Fa„
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<br />eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs �
<br />Na. 44167 -
<br />Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone)
<br />ItAT a•ra
<br />"'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA.
<br />9� .• aRr•M IF
<br />MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw.
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<br />�M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era,
<br />• LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(,
<br />� � INSTALLEDA
<br />ilo�
<br />E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c -
<br />.awe 3/3Y - ,• .D%a 1
<br />SECTION B-B S•i`O1pM1O.reANo,xiOCim"
<br />I-
<br />(1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC .
<br />LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG
<br />(1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES
<br />Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of
<br />PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs
<br />(2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2'
<br />(� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS
<br />(S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J)
<br />,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM.
<br />111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY
<br />BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT
<br />E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR
<br />(a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF
<br />PANELS.
<br />(in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL
<br />1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt
<br />TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w�
<br />(S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S
<br />OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D
<br />A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a
<br />PANEL) HAVE
<br />1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY
<br />3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone
<br />� ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n.
<br />ORAL PROTECTION PRODUCTS, I.I.C.
<br />�'�'•. F P :-r li. E �. O INc. .IIo v e, muEY
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<br />�YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-;
<br />, - alm n or EE
<br />POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm
<br />PLUS W/
<br />J
<br />WASHECONCRETE
<br />-POURED CONCRETE
<br />On OR WALL MOUNTING INSTALLATION
<br />SECTION 3111
<br />R
<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC
<br />� e• O.C. i • 9' O.G.
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<br />REONIIED RE0IMED
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<br />SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^
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<br />,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II
<br />eY M fO11awI• IAC7aRl; FU11 THIS �
<br />OI'GrION 10 N FOS91RL Imlxm
<br />alwnllo oBD•Ra w•w rrna aNrL NOT
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<br />Hurricane
<br />U.C. mm
<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
<br />��w�A I� LTE C O—,N�. PRDTEc'noN mown,
<br />.E/N,nwe
<br />.ew Il !1 snu*
<br />• / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B
<br />tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n
<br />It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-:
<br />wALTOI A 1,YI1 i.. PL iP
<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />N rR7 n Y i
<br />so
<br />IT 1 toll
<br />wmu
<br />R
<br />TioTo
<br />SmALE r
<br />-rat
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />MQ!
<br />,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;'
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<br />- tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _
<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
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<br />INSTALLATION DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
<br />%rt0 ANC"DAS, Fjl A Tf(
<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC.
<br />FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone)
<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
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<br />INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
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<br />SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST.
<br />SCALE 3/8-1• I g SECTION 3
<br />F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1'
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<br />eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs �
<br />Na. 44167 -
<br />Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone)
<br />ItAT a•ra
<br />"'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA.
<br />9� .• aRr•M IF
<br />MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw.
<br />BGLL• t/Y . t' VIEW aN
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<br />OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII
<br />1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i',
<br />DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE.
<br />FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED,
<br />FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO
<br />OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS.
<br />,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />Si BE AS MENTIONED N e.t) Alw N 19.2).
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE
<br />N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER
<br />TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI(
<br />I1000 FRAM( BUILDINGS.
<br />2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR
<br />INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS
<br />FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />}. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH.
<br />PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1
<br />3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING
<br />1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE
<br />P[RNff rs APPLIED TO.
<br />INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN.
<br />S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[
<br />M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D.
<br />a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY.
<br />(.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF
<br />7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY.
<br />e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED.
<br />50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦
<br />(e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL
<br />•. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED
<br />L BE RESPONSIBLE FOR iNE PROPER
<br />10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />(A) ID FxtSTBC 1Numrn rn,r•wrrr
<br />(•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of
<br />- 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R.
<br />- ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.)
<br />It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN
<br />- /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING.
<br />(Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox.
<br />A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[
<br />FEMALE ID ! PANCLMAIE PLUS.
<br />A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0
<br />ANY FMeAt MATERIAL SINLL eE PERMITTED.
<br />t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•'
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<br />w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l
<br />FLOOR, ANCHORS SHALL
<br />BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'�
<br />BE AS ME'N11N[D IN A.,) AND M Ax).
<br />(e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 '
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<br />- 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP.
<br />- /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY,
<br />PRODUCTS (Ym-2071 p.•.i.) -
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