|
.` ....ANCHORS (SEE SECTIONS ON SNEETS 17, te. 19 a 20)-__.
<br />U MAX. SA/17, aA/17. 31\/la 3•//7. 40/17. '"At J' WAX!
<br />, t MIN. �EMw ra 7Awln a aAw/Y• �vR/Ef 7RW/,9 a ww/2o 1 wln.-
<br />b I O O O O O b
<br />PAW l
<br />H.. �' µ. _ {RE !HEIR WWI PURL
<br />t1
<br />'� I _ 1 ..•Iff`�.ti 'Ra/.7x• ai w _ ,. -. ; _ is l ���Te�
<br />1 i,plll/r.w PA-•y I�. d -.+.. -�•(WE 9CNEDii..•I jI` r
<br />, H
<br />IECimtM a UIC awA+" 1
<br />H lC/
<br />eyn,AA/t7,etV-aaAP' rswROlnrrRw RRe, " �7. W17.5r/la �� J• 1 t
<br />IAW/tt, TAW/,f t MW/M MW/1a 7N1'/I• a sm/20 �'.
<br />t• WIN.t• MIN.
<br />..ANCHORS (SEE SECTIONS ON SHEETS 17. 18. /B a 20)� -
<br />OPTION_&2 FOR LiFE SAFETY STORM PANEL(I ELE_ VATT1 N
<br />SCALE !/le•-t' Ile wK Hw
<br />LMNOALf/PE470,' WAN � T LPe fwEn
<br />SECTION A -A
<br />WAE
<br />IR AM
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING AND !!; tZ,
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 3L'uCEN'
<br />No, 44167 =
<br /># 1r C'1r
<br />t FLORIDA BUILDING CODE NI N Velocilly NurrlGore TAW1
<br />LLC.
<br />,2W0 A1ECG. WC.
<br />�M'•• �[ORIO*.: ; TO CAGE GALVANIZED STEEL STORM PANELVP
<br />PROTECTION PRODUCTS, a,/ME.,
<br />ITL�E C O INC.
<br />� / T WHN iL utnw
<br />m,,
<br />wN // w ,oA ,•aaI aaRlr K WM nmlR, I11w)RRE-Ts.f, FAx; (w1EN-R,n 20-17@ 0A." ft
<br />0WV M-Im
<br />'bA•Gb0e11a IA- ,A
<br />PL AIL/WONf1EK/bIR[ MLR" A ALL" A'.. PC „• fl•li fa M' m
<br />MAXIMUM A.S.D. MOK. PANEL.
<br />HEWER
<br />LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (Tt)
<br />TO GLASS
<br />CONUfTION
<br />RATING (p.f.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.D
<br />8'-B"
<br />2 3/4`
<br />UNBOLTED
<br />I
<br />t l4 Riau°
<br />I
<br />�. /rAYINxRI • r o.c
<br />T'ENE7RHRKRH AT WOOD
<br />q, }
<br />INSTALLATION DETALS FOR OPDON_§2 FOR L!FE SAFETY STORM -PANEL SYSTEM
<br />INTO EXISTING„ yy00D STRUCTURES
<br />9 L HEADER WOOD NEAOi11
<br />a', TAPca • r o.c 1 a'r tAPCON • r ac.
<br />/1 1 • IRtI TIeW/HDEO / 1 1 Y TAN. TIe1FADC0 tIHREMEO I IkMiM71a/ N YAOOG �/ �! P,WN AT w000
<br />IfiIOCR 1 16•AOTA
<br />e s' O.C.
<br />,1U6110CD
<br />• wOw wx
<br />PLATE
<br />20149" IL LIFE SAEM PAW
<br />WXRNKTWE
<br />SCALE
<br />il1/x ) t/a• y H/z , IN• ,/Y } 1 c 1 v' ) I a^
<br />, I -.,.. Mw ', , kaA•..... ' ,. ', 4R_ _... '' ,Mar._......
<br />I ; HWI d
<br />r i
<br />I.
<br />1
<br />1
<br />EtuS,xlc ) To � O,jq,Rry fr ftPlRMlb"
<br />1` M.a atlas" ro aAn i
<br />� i' MIY, GIABS - t/6f 9bIEPHA[ Z' 4,a PANEL IZl1OIH1 � aril Pe�liT p I •l' Mo..
<br />PANEL 1.E11GTN ON llaE, Ie) 1 ' 9Ei rlbiE 1 BELOW) MR 1 aF1
<br />PANEL LENGTH
<br />11,1 eLP111HIIbM
<br />PAt10. ItHHCTN
<br />11R Y/IINIAN I ,j
<br />Ue71nG roallse ,. I � ...:.. •y, ...;�'.. IIn NOTE 1 EIiLOHh CtHUf roaAm_�r..-'.:, (SEE NotE 1 •SLOW)
<br />ws OIE tr+aKAc -"TEa fbrDMr -- ... •r-_.. _ i
<br />a rNai lot� - I/,'h2Q,,' I .... , a Meet ,q � Ipr-2a1•
<br />S,S M.S. W�
<br />NN
<br />I
<br />.,1
<br />, r
<br />H ' 1 /a'r TA1Nb11 ♦ I '
<br />I
<br />I I
<br />MIN. ,NII'FA(Np
<br />LPENETRATION AI
<br />` � 'MIDWiOTN OF
<br />r (�
<br />PLAR�
<br />I
<br />� I 0
<br />DO
<br />.. -.., ,,.. 'II ..-....__ _ t •, - 'Y-201JJ 1'S.i. 4S, W/ .. -_.:
<br />CON.
<br />I/.
<br />7/8Y•3/]Y wMG MHT r 7/B'a3/J2 RN.G NUr
<br />YnwO NUT >/1'a s !/!Y' wVA
<br />SHIM'I ,kASNER a 12 ,/Y' O,C 'i wAMIW (aEYDNO)
<br />' I 'I, � ' I It, � iEAf/H8n • u ,/x' ac IArt wAtTWp (BEYOND) • c_ � !d , ,•r TAPCON • r ac.
<br />i va TIPCW •roc tlwcotl • • a \ jj Ii�x• WIN.NRUerb
<br />1}A� ' • -... ._...._...�1*/N�RtA)oED .1... ail i,IKAOEO Of PLATE__�._•. .. .
<br />i � ` ! � )' • RO00 PLATE jyN• �Maw
<br />YIDWIbT__ P�71GTKlN A, m1MOW10N
<br />N
<br />OF PLATE AT WDWION RCOWIWD I, .
<br />OF
<br />'' I RATE
<br />_..... ... Putt _w000 Pun
<br />u TE_RNA'f!� 7AM[ A KCLB �e pANFL
<br />3/3•.1
<br />WALE 3/3--1' SCALE 3/e1-1• pp,u T.IwIp
<br />JCENS�c';%
<br />I. INSTALLATIONS ARE ONLY VALC FOR BUTUNIM WITH A.S.O. DESIGN LOWS
<br />w 10 W. -7Y.0 w AM PANEL'S LENGTH, w to w-r NG• 4 1 W aWOo II ARM
<br />2. FOR NEW wow nowt coMmeiCnaw wow vemsettS 10 01 SOYNLRN -
<br />PIA NO 2. 11/ SPECIFIC DEkSM OF 0.ae OR EQUAL
<br />Ow
<br />)
<br />HEMMER
<br />h
<br />COMPONENTS FOR SERIES 2000 & 1000 E`Z HANG STORM PANELS I�
<br />(SCALE 1/2- 1
<br />�_ ....__ _.... __. t$1fe' (TorA1 WIDTH)
<br />.. .... _ • sbo• ) '--- 2.ro •._-_.__-2.591"-•-
<br />.. 12500'([71ECITVEwmr � f
<br />2su
<br />rr o.aTR• wRH. THICK HwMW `�"• s,SOD• a.goG.
<br />bALLarAxtD eTc2L
<br />a.Qoo •;, _ tYP. Aarw A_I1f3 CwC Ja17s za.4'
<br />i �' r,E1LwEo Nw81M DETAILa.I + GRAVE oG MI
<br />i00F � aeo DAY, �
<br />_... ,__. STOREzw xeo'
<br />,_--2.470"
<br />® REVERSED TRACK © REVERSfQ„•'U" TRACK
<br />PAMELY END UP_✓R uIx : f, H TSO•,�
<br />P
<br />ISOMETRIC VIEW DETAIL A 2 000•
<br />2.000•
<br />ROUNDED CORNER a ENDS OF PANEL'S I t23--L
<br />END UP W/ HFAWID EDGE.
<br />0 wd TRACK©2'WiYQY.) ALUM. ANGLE
<br />i 1 4
<br />'8081-T8 Mum, MlAY
<br />115•
<br />� 7t,D• � Des" (T».) vCEN,�;'•f`�
<br />__I �_ �• No. 44167 •; FLORIDA BUILDING CODE (Nigh ValobN Murrtobm Zom
<br />t l -- .-..790•--- - ACE OF PW)EO A,Ea Nc
<br />+jl ':• .•Q _ 20 CAGE GALVANIZED STEEL STORYI PANEL , y,R,
<br />PROTECTION PRODUCTS, LLG. °'""�° GLOBAL
<br />3wlt3W (JlaxJ ALUM. ANGLE STOP BAR Nat I�E C O ENr ,ePR .,W. fY l ET um,tl' LONG ••I�•'H'N Nntwut % ♦ IIwS n. now,a],. TO-178
<br />• R r i wRmq w W now,Ue•'111e-7fle, FAHt (m,I1fe-0iT
<br />808J--TS Mum. ALLOY MrR RN w r ter• r _ a - r oMwle NF
<br />1
<br /><• ,APC01H NKKx16 I'.• D.C.
<br />INSTALLATION DETAILS FOR OPTION _#Z. FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO 0 EXI,,PtjIMQ eQURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />t/�• TAE'CON ANCHORS , ': TAPCON AMC _._.., 1.`.' TAPCON AYG,ONS
<br />POURED RETLOR CONCRETE
<br />. ;:In POtA1E0 COMCACTC POIIgED CANCR[TE '''i•+
<br />•LOCK ACQUIRED 1r
<br />oar
<br />(
<br />er . J/Jx• RING NUT
<br />_SACK a Si 1/Y O,C
<br />I/••ME
<br />TAPCAN ANCHORS
<br />-.... ii +H 1/Y• O.C.
<br />(.' EAEO W/ STLHD)
<br />.POURED oowcRER CONCRETE
<br />OR CONd1EA BLOCK
<br />WALL REEAOE�U�M� D�� 1' , .�'1/�0.,
<br />WAil YOUNTI A.AOL N
<br />ltf
<br />! NE
<br />SCALE J/e"
<br />E.d •
<br />I
<br />Yw 11r1YHYwN „ � I"il �
<br />NY
<br />!
<br />1
<br />M aa�•w/ ,/fa . .. f
<br />1
<br />i I
<br />e•
<br />E.IO.a-
<br />Y ;
<br />!nr wPNo
<br />NUI TIASHDI (BEYOND)
<br />T A' TAPCON ANCHORS
<br />(arAcatAro w/ $nu)
<br />- eROcaNCWEnnaxr
<br />WALL
<br />RyyEO��Ug��CaAEDE�f�fyy�r��/EEf ��'��yyyyy�����•�**�*��.����1�� ��1�� ��.��*�1�.K,,.aI,
<br />YCir-S7 WaLa�.i10YY0AAf(la
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<br />SCALE 3/e'-1• OMM
<br />AINFI■ Tog '"''
<br />fcE ,R•IT le ! fb F'OR MHCMIA trK r �,,...
<br />sPAaNc FOR INSTALLATIONS INIG Robb J
<br />Rlwi 6IEIWe. IR,. .Ina •Aboe Pd
<br />Y/BAN AMtlgIT fPACRHbf ANb Wp,11Y OrwY OAT` !
<br />EOOC pglAwx ARE IMIOA1kD GN 7/As •arrRAAla _
<br />fbleNRd RM Ea 44Si THAN YR;KATCO ON M0.MP1 OAn1111 eMrH P.1 7
<br />RCMlDIAL REDUCE AIK,IQR 81YIf,RNG IH
<br />YIA.i1PI.TfN fRHCrIC 81WRw bN 901RDIA.E IGLK [r. «i 1eTaoR
<br />O< M fOLLA1IeHb IACWRN. Tlxl 11A5
<br />OPTJIw1011 IO K ►OEafER IWdHOE4
<br />9rACeKb tt•MNN@ IM•Ie tAC1W1 Mau MT P,�
<br />BE U.55 THAN 1MNAEW SPACeW WDRiKrt.G - J. m... ..
<br />OR ODMCltrTE
<br />MR EACH ANCHOR iMC ON TNW WtEbIAE
<br />J,
<br />Of% 11EOIMRED ' �-{! BLOCK NEgIMED
<br />MqT,
<br />WASHER
<br />TAPCOPOURED OR N
<br />Co• � I 1 � ED • I
<br />cif r�,q It
<br />1
<br />CRPlnIlQ,-J Ex19To ' � �,
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<br />/2• ',:: • iZ 10rT OZ..5, M.S. W )rT
<br />.� 1..._.__... _.1
<br />t C-
<br />1..... WAMVpI NUT
<br />' f7 �'✓ (BEYOND)
<br />I
<br />_I ♦ TAPODN ANCHORS
<br />_.._. � • 1/Y• O.C. " _-
<br />' • • t/Y• O.0
<br />_.CONOCRE�HC iDONCICTCBLAdH
<br />WALL
<br />REQUIRED REQUIRED _
<br />SHALL !/a•-,' sFALE !/•••,`
<br />INSTALLATION
<br />MIA, MUNAM"
<br />to 0.063
<br />(SEE0114
<br />NOTE
<br />DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />+1i4
<br />I
<br />•' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C.
<br />"�,/1• EIIN. 1NIIFAOED
<br />P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD
<br />HEADER '�' M[AODI
<br />/
<br />MOW HEADER W
<br />REIO�NTApEq / i i
<br />PEWWEO ��... I W0. 4
<br />L t j -
<br />i I E%1$IRTG Okmom?
<br />l I t
<br />I
<br />Ira f,1YA1MeN ' ' �'
<br />m NAaf 1' Mr,. '
<br />' PANR LENGTH I 1' Moa
<br />PANEL LENGTH
<br />a sew u) sa NOTE I •[Low)
<br />, BELOW)
<br />E,R,,RRKKyGGGGG�'� H
<br />61A55't I SS. M.S. WY ...._ ..
<br />II
<br />7 eti J/32• ,
<br />I
<br />I
<br />E0.
<br />1
<br />Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT
<br />REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND)
<br />I' 't II
<br />wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE
<br />1/tNliuniv PW ON LB+INE ,I/THIS w , �° w
<br />AT IwbwOTH M PLATE AT NtDNAOTN OF PUif
<br />WeuenQn p�N t brela�ztNG_SCALE 3/10--l-
<br />I1 ' Tax
<br />scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom
<br />Nnffs x ' • No 44167
<br />I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.�
<br />OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere•
<br />ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC.
<br />2- FOR NEW wgOD ERAq,p
<br />aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl'
<br />• AwIE ti wu TO-178
<br />PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT
<br />IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r.
<br />aYA1ER A TALP A'. ►.E 11@T N p m
<br />NJIV
<br />HANDLE Klein or
<br />,
<br />FROM
<br />PAWLAT ANY LTION
<br />S
<br />Ifir
<br />Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L•
<br />N
<br />---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI'
<br />1• HAIL a Ir/QT Yef TOR wow scwH>----,-,.
<br />'SO' /ECIKwf ON swu m
<br />r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH
<br />���IrtVAFD 1D K
<br />����s�� N75OE OF STRUC711RC.
<br />WALL
<br />stcTl°" A�
<br />fowl 3/7b' • I
<br />NOfFS�
<br />(H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL <
<br />Cont. TRACKS TOP a BOTTOM.
<br />(2) VIM,
<br />SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR
<br />(y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS.
<br />(3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw
<br />Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO
<br />CxtER,OR itAT FIMNOES OF END PANES.
<br />(K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR
<br />K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of
<br />(S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....--
<br />A10 EXISTING S OF ONE MITERIOR PANEL
<br />ON COW
<br />SUCH L
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr)
<br />�• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa,
<br />- '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP.
<br />IM a HST
<br />(E�0HNuuM1JT , ' (((i�fiuoie t
<br />tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW
<br />� aWNiRAfiS /
<br />�� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•)
<br />MAY ITC laurm'"
<br />Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J
<br />KII[TROR PANELS'.; a/.
<br />P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W
<br />RUR HANDLE 10fAaLRATC E/9TAl1Af�
<br />IFRFIENDrD 10 BE ALLflI nNIM
<br />_ TN90C QF 4rRUC1URE
<br />fOYY - ,
<br />1/.' w. aAP ,I,• No, GAP -�--
<br />SECTION ®-B `� Xr a o weLlOijTHOM
<br />eoP� aoac RISC• - I•
<br />(,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />�7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW
<br />BOTTOM w/ PANELWtES.
<br />(2).. [NO PANELS 91MW.
<br />WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W
<br />PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS
<br />SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34•
<br />D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS
<br />(3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT
<br />AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR
<br />@J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS-
<br />(.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE
<br />//a(l�,R�,EC1LY
<br />MAY �EDpppSED JOINTLY
<br />01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED
<br />nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf.
<br />THEIR OVERLAPS RETAINED N �.
<br />A�olaoaLD�� R
<br />1KWIt1FD
<br />1
<br />114-50•0 PANEVNtE PLUS W/
<br />. ]/32' wlra NUT wHER
<br />i ea 1/•'O.0
<br />E eL"�oDHt
<br />RF7OLRKED
<br />tAR PrNEALLAM
<br />9cALe J/a•-t"
<br />t
<br />Mr
<br />BE
<br />1/•11
<br />faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try
<br />1O�IAi RIDIRf ANGIbR MA'H111E M
<br />IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It
<br />Of /1t nA.tDwle IA17tgpf. MR NI•
<br />OPOYBpN 1D WE PDmME REOIICab
<br />111YICIIO 0•TAeiD UMKI F,LTDA fHVL
<br />-
<br />f[ LBS THAN MIbMW !PROMO IN14TC0
<br />rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m
<br />WAREQUIRED
<br />G
<br />rouIIED CONCRETE . , �.
<br />aouweo� 1 `
<br />I
<br />E.D • ,
<br />I � I
<br />JJ ff 1
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<br />EY PANnYAtt PLUS e/
<br />-.. 3/3Y
<br />NIR wR9HER
<br />EacKeL
<br />lIGhLL..YQUJ�.D�SALJ.s71l�a1
<br />MN11tNIFN� • ur9CNE !/r-1".PANEL i
<br />rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY
<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
<br />1 •.� , t 1 1 � L I 1 1 1 r: L• L ..
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<br />WALL MOubmda INST.
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<br />!GALE 3 a-ASECTION1• ` sexE J/e--4
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<br />AINFI■ Tog '"''
<br />fcE ,R•IT le ! fb F'OR MHCMIA trK r �,,...
<br />sPAaNc FOR INSTALLATIONS INIG Robb J
<br />Rlwi 6IEIWe. IR,. .Ina •Aboe Pd
<br />Y/BAN AMtlgIT fPACRHbf ANb Wp,11Y OrwY OAT` !
<br />EOOC pglAwx ARE IMIOA1kD GN 7/As •arrRAAla _
<br />fbleNRd RM Ea 44Si THAN YR;KATCO ON M0.MP1 OAn1111 eMrH P.1 7
<br />RCMlDIAL REDUCE AIK,IQR 81YIf,RNG IH
<br />YIA.i1PI.TfN fRHCrIC 81WRw bN 901RDIA.E IGLK [r. «i 1eTaoR
<br />O< M fOLLA1IeHb IACWRN. Tlxl 11A5
<br />OPTJIw1011 IO K ►OEafER IWdHOE4
<br />9rACeKb tt•MNN@ IM•Ie tAC1W1 Mau MT P,�
<br />BE U.55 THAN 1MNAEW SPACeW WDRiKrt.G - J. m... ..
<br />OR ODMCltrTE
<br />MR EACH ANCHOR iMC ON TNW WtEbIAE
<br />J,
<br />Of% 11EOIMRED ' �-{! BLOCK NEgIMED
<br />MqT,
<br />WASHER
<br />TAPCOPOURED OR N
<br />Co• � I 1 � ED • I
<br />cif r�,q It
<br />1
<br />CRPlnIlQ,-J Ex19To ' � �,
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<br />/2• ',:: • iZ 10rT OZ..5, M.S. W )rT
<br />.� 1..._.__... _.1
<br />t C-
<br />1..... WAMVpI NUT
<br />' f7 �'✓ (BEYOND)
<br />I
<br />_I ♦ TAPODN ANCHORS
<br />_.._. � • 1/Y• O.C. " _-
<br />' • • t/Y• O.0
<br />_.CONOCRE�HC iDONCICTCBLAdH
<br />WALL
<br />REQUIRED REQUIRED _
<br />SHALL !/a•-,' sFALE !/•••,`
<br />INSTALLATION
<br />MIA, MUNAM"
<br />to 0.063
<br />(SEE0114
<br />NOTE
<br />DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />+1i4
<br />I
<br />•' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C.
<br />"�,/1• EIIN. 1NIIFAOED
<br />P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD
<br />HEADER '�' M[AODI
<br />/
<br />MOW HEADER W
<br />REIO�NTApEq / i i
<br />PEWWEO ��... I W0. 4
<br />L t j -
<br />i I E%1$IRTG Okmom?
<br />l I t
<br />I
<br />Ira f,1YA1MeN ' ' �'
<br />m NAaf 1' Mr,. '
<br />' PANR LENGTH I 1' Moa
<br />PANEL LENGTH
<br />a sew u) sa NOTE I •[Low)
<br />, BELOW)
<br />E,R,,RRKKyGGGGG�'� H
<br />61A55't I SS. M.S. WY ...._ ..
<br />II
<br />7 eti J/32• ,
<br />I
<br />I
<br />E0.
<br />1
<br />Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT
<br />REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND)
<br />I' 't II
<br />wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE
<br />1/tNliuniv PW ON LB+INE ,I/THIS w , �° w
<br />AT IwbwOTH M PLATE AT NtDNAOTN OF PUif
<br />WeuenQn p�N t brela�ztNG_SCALE 3/10--l-
<br />I1 ' Tax
<br />scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom
<br />Nnffs x ' • No 44167
<br />I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.�
<br />OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere•
<br />ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC.
<br />2- FOR NEW wgOD ERAq,p
<br />aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl'
<br />• AwIE ti wu TO-178
<br />PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT
<br />IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r.
<br />aYA1ER A TALP A'. ►.E 11@T N p m
<br />NJIV
<br />HANDLE Klein or
<br />,
<br />FROM
<br />PAWLAT ANY LTION
<br />S
<br />Ifir
<br />Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L•
<br />N
<br />---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI'
<br />1• HAIL a Ir/QT Yef TOR wow scwH>----,-,.
<br />'SO' /ECIKwf ON swu m
<br />r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH
<br />���IrtVAFD 1D K
<br />����s�� N75OE OF STRUC711RC.
<br />WALL
<br />stcTl°" A�
<br />fowl 3/7b' • I
<br />NOfFS�
<br />(H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL <
<br />Cont. TRACKS TOP a BOTTOM.
<br />(2) VIM,
<br />SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR
<br />(y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS.
<br />(3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw
<br />Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO
<br />CxtER,OR itAT FIMNOES OF END PANES.
<br />(K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR
<br />K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of
<br />(S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....--
<br />A10 EXISTING S OF ONE MITERIOR PANEL
<br />ON COW
<br />SUCH L
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr)
<br />�• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa,
<br />- '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP.
<br />IM a HST
<br />(E�0HNuuM1JT , ' (((i�fiuoie t
<br />tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW
<br />� aWNiRAfiS /
<br />�� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•)
<br />MAY ITC laurm'"
<br />Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J
<br />KII[TROR PANELS'.; a/.
<br />P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W
<br />RUR HANDLE 10fAaLRATC E/9TAl1Af�
<br />IFRFIENDrD 10 BE ALLflI nNIM
<br />_ TN90C QF 4rRUC1URE
<br />fOYY - ,
<br />1/.' w. aAP ,I,• No, GAP -�--
<br />SECTION ®-B `� Xr a o weLlOijTHOM
<br />eoP� aoac RISC• - I•
<br />(,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />�7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW
<br />BOTTOM w/ PANELWtES.
<br />(2).. [NO PANELS 91MW.
<br />WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W
<br />PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS
<br />SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34•
<br />D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS
<br />(3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT
<br />AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR
<br />@J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS-
<br />(.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE
<br />//a(l�,R�,EC1LY
<br />MAY �EDpppSED JOINTLY
<br />01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED
<br />nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf.
<br />THEIR OVERLAPS RETAINED N �.
<br />A�olaoaLD�� R
<br />1KWIt1FD
<br />1
<br />114-50•0 PANEVNtE PLUS W/
<br />. ]/32' wlra NUT wHER
<br />i ea 1/•'O.0
<br />E eL"�oDHt
<br />RF7OLRKED
<br />tAR PrNEALLAM
<br />9cALe J/a•-t"
<br />t
<br />Mr
<br />BE
<br />1/•11
<br />faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try
<br />1O�IAi RIDIRf ANGIbR MA'H111E M
<br />IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It
<br />Of /1t nA.tDwle IA17tgpf. MR NI•
<br />OPOYBpN 1D WE PDmME REOIICab
<br />111YICIIO 0•TAeiD UMKI F,LTDA fHVL
<br />-
<br />f[ LBS THAN MIbMW !PROMO IN14TC0
<br />rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m
<br />WAREQUIRED
<br />G
<br />rouIIED CONCRETE . , �.
<br />aouweo� 1 `
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<br />EacKeL
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<br />MN11tNIFN� • ur9CNE !/r-1".PANEL i
<br />rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY
<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
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<br />1..... WAMVpI NUT
<br />' f7 �'✓ (BEYOND)
<br />I
<br />_I ♦ TAPODN ANCHORS
<br />_.._. � • 1/Y• O.C. " _-
<br />' • • t/Y• O.0
<br />_.CONOCRE�HC iDONCICTCBLAdH
<br />WALL
<br />REQUIRED REQUIRED _
<br />SHALL !/a•-,' sFALE !/•••,`
<br />INSTALLATION
<br />MIA, MUNAM"
<br />to 0.063
<br />(SEE0114
<br />NOTE
<br />DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />+1i4
<br />I
<br />•' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C.
<br />"�,/1• EIIN. 1NIIFAOED
<br />P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD
<br />HEADER '�' M[AODI
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<br />MOW HEADER W
<br />REIO�NTApEq / i i
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<br />PANEL LENGTH
<br />a sew u) sa NOTE I •[Low)
<br />, BELOW)
<br />E,R,,RRKKyGGGGG�'� H
<br />61A55't I SS. M.S. WY ...._ ..
<br />II
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<br />Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT
<br />REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND)
<br />I' 't II
<br />wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE
<br />1/tNliuniv PW ON LB+INE ,I/THIS w , �° w
<br />AT IwbwOTH M PLATE AT NtDNAOTN OF PUif
<br />WeuenQn p�N t brela�ztNG_SCALE 3/10--l-
<br />I1 ' Tax
<br />scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom
<br />Nnffs x ' • No 44167
<br />I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.�
<br />OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere•
<br />ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC.
<br />2- FOR NEW wgOD ERAq,p
<br />aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl'
<br />• AwIE ti wu TO-178
<br />PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT
<br />IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r.
<br />aYA1ER A TALP A'. ►.E 11@T N p m
<br />NJIV
<br />HANDLE Klein or
<br />,
<br />FROM
<br />PAWLAT ANY LTION
<br />S
<br />Ifir
<br />Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L•
<br />N
<br />---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI'
<br />1• HAIL a Ir/QT Yef TOR wow scwH>----,-,.
<br />'SO' /ECIKwf ON swu m
<br />r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH
<br />���IrtVAFD 1D K
<br />����s�� N75OE OF STRUC711RC.
<br />WALL
<br />stcTl°" A�
<br />fowl 3/7b' • I
<br />NOfFS�
<br />(H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL <
<br />Cont. TRACKS TOP a BOTTOM.
<br />(2) VIM,
<br />SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR
<br />(y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS.
<br />(3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw
<br />Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO
<br />CxtER,OR itAT FIMNOES OF END PANES.
<br />(K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR
<br />K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of
<br />(S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....--
<br />A10 EXISTING S OF ONE MITERIOR PANEL
<br />ON COW
<br />SUCH L
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr)
<br />�• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa,
<br />- '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP.
<br />IM a HST
<br />(E�0HNuuM1JT , ' (((i�fiuoie t
<br />tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW
<br />� aWNiRAfiS /
<br />�� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•)
<br />MAY ITC laurm'"
<br />Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J
<br />KII[TROR PANELS'.; a/.
<br />P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W
<br />RUR HANDLE 10fAaLRATC E/9TAl1Af�
<br />IFRFIENDrD 10 BE ALLflI nNIM
<br />_ TN90C QF 4rRUC1URE
<br />fOYY - ,
<br />1/.' w. aAP ,I,• No, GAP -�--
<br />SECTION ®-B `� Xr a o weLlOijTHOM
<br />eoP� aoac RISC• - I•
<br />(,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />�7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW
<br />BOTTOM w/ PANELWtES.
<br />(2).. [NO PANELS 91MW.
<br />WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W
<br />PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS
<br />SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34•
<br />D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS
<br />(3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT
<br />AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR
<br />@J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS-
<br />(.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE
<br />//a(l�,R�,EC1LY
<br />MAY �EDpppSED JOINTLY
<br />01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED
<br />nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf.
<br />THEIR OVERLAPS RETAINED N �.
<br />A�olaoaLD�� R
<br />1KWIt1FD
<br />1
<br />114-50•0 PANEVNtE PLUS W/
<br />. ]/32' wlra NUT wHER
<br />i ea 1/•'O.0
<br />E eL"�oDHt
<br />RF7OLRKED
<br />tAR PrNEALLAM
<br />9cALe J/a•-t"
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<br />BE
<br />1/•11
<br />faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try
<br />1O�IAi RIDIRf ANGIbR MA'H111E M
<br />IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It
<br />Of /1t nA.tDwle IA17tgpf. MR NI•
<br />OPOYBpN 1D WE PDmME REOIICab
<br />111YICIIO 0•TAeiD UMKI F,LTDA fHVL
<br />-
<br />f[ LBS THAN MIbMW !PROMO IN14TC0
<br />rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m
<br />WAREQUIRED
<br />G
<br />rouIIED CONCRETE . , �.
<br />aouweo� 1 `
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<br />-.. 3/3Y
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<br />EacKeL
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<br />MN11tNIFN� • ur9CNE !/r-1".PANEL i
<br />rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY
<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
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<br />DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />+1i4
<br />I
<br />•' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C.
<br />"�,/1• EIIN. 1NIIFAOED
<br />P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD
<br />HEADER '�' M[AODI
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<br />MOW HEADER W
<br />REIO�NTApEq / i i
<br />PEWWEO ��... I W0. 4
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<br />i I E%1$IRTG Okmom?
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<br />Ira f,1YA1MeN ' ' �'
<br />m NAaf 1' Mr,. '
<br />' PANR LENGTH I 1' Moa
<br />PANEL LENGTH
<br />a sew u) sa NOTE I •[Low)
<br />, BELOW)
<br />E,R,,RRKKyGGGGG�'� H
<br />61A55't I SS. M.S. WY ...._ ..
<br />II
<br />7 eti J/32• ,
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<br />1
<br />Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT
<br />REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND)
<br />I' 't II
<br />wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE
<br />1/tNliuniv PW ON LB+INE ,I/THIS w , �° w
<br />AT IwbwOTH M PLATE AT NtDNAOTN OF PUif
<br />WeuenQn p�N t brela�ztNG_SCALE 3/10--l-
<br />I1 ' Tax
<br />scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom
<br />Nnffs x ' • No 44167
<br />I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.�
<br />OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere•
<br />ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC.
<br />2- FOR NEW wgOD ERAq,p
<br />aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl'
<br />• AwIE ti wu TO-178
<br />PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT
<br />IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r.
<br />aYA1ER A TALP A'. ►.E 11@T N p m
<br />NJIV
<br />HANDLE Klein or
<br />,
<br />FROM
<br />PAWLAT ANY LTION
<br />S
<br />Ifir
<br />Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L•
<br />N
<br />---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI'
<br />1• HAIL a Ir/QT Yef TOR wow scwH>----,-,.
<br />'SO' /ECIKwf ON swu m
<br />r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH
<br />���IrtVAFD 1D K
<br />����s�� N75OE OF STRUC711RC.
<br />WALL
<br />stcTl°" A�
<br />fowl 3/7b' • I
<br />NOfFS�
<br />(H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL <
<br />Cont. TRACKS TOP a BOTTOM.
<br />(2) VIM,
<br />SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR
<br />(y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS.
<br />(3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw
<br />Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO
<br />CxtER,OR itAT FIMNOES OF END PANES.
<br />(K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR
<br />K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of
<br />(S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....--
<br />A10 EXISTING S OF ONE MITERIOR PANEL
<br />ON COW
<br />SUCH L
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr)
<br />�• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa,
<br />- '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP.
<br />IM a HST
<br />(E�0HNuuM1JT , ' (((i�fiuoie t
<br />tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW
<br />� aWNiRAfiS /
<br />�� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•)
<br />MAY ITC laurm'"
<br />Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J
<br />KII[TROR PANELS'.; a/.
<br />P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W
<br />RUR HANDLE 10fAaLRATC E/9TAl1Af�
<br />IFRFIENDrD 10 BE ALLflI nNIM
<br />_ TN90C QF 4rRUC1URE
<br />fOYY - ,
<br />1/.' w. aAP ,I,• No, GAP -�--
<br />SECTION ®-B `� Xr a o weLlOijTHOM
<br />eoP� aoac RISC• - I•
<br />(,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />�7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW
<br />BOTTOM w/ PANELWtES.
<br />(2).. [NO PANELS 91MW.
<br />WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W
<br />PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS
<br />SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34•
<br />D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS
<br />(3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT
<br />AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR
<br />@J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS-
<br />(.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE
<br />//a(l�,R�,EC1LY
<br />MAY �EDpppSED JOINTLY
<br />01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED
<br />nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf.
<br />THEIR OVERLAPS RETAINED N �.
<br />A�olaoaLD�� R
<br />1KWIt1FD
<br />1
<br />114-50•0 PANEVNtE PLUS W/
<br />. ]/32' wlra NUT wHER
<br />i ea 1/•'O.0
<br />E eL"�oDHt
<br />RF7OLRKED
<br />tAR PrNEALLAM
<br />9cALe J/a•-t"
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<br />Mr
<br />BE
<br />1/•11
<br />faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try
<br />1O�IAi RIDIRf ANGIbR MA'H111E M
<br />IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It
<br />Of /1t nA.tDwle IA17tgpf. MR NI•
<br />OPOYBpN 1D WE PDmME REOIICab
<br />111YICIIO 0•TAeiD UMKI F,LTDA fHVL
<br />-
<br />f[ LBS THAN MIbMW !PROMO IN14TC0
<br />rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m
<br />WAREQUIRED
<br />G
<br />rouIIED CONCRETE . , �.
<br />aouweo� 1 `
<br />I
<br />E.D • ,
<br />I � I
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<br />EY PANnYAtt PLUS e/
<br />-.. 3/3Y
<br />NIR wR9HER
<br />EacKeL
<br />lIGhLL..YQUJ�.D�SALJ.s71l�a1
<br />MN11tNIFN� • ur9CNE !/r-1".PANEL i
<br />rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY
<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
<br />1 •.� , t 1 1 � L I 1 1 1 r: L• L ..
<br />KwMIA
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<br />!GALE 3 a-ASECTION1• ` sexE J/e--4
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<br />N
<br />---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI'
<br />1• HAIL a Ir/QT Yef TOR wow scwH>----,-,.
<br />'SO' /ECIKwf ON swu m
<br />r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH
<br />���IrtVAFD 1D K
<br />����s�� N75OE OF STRUC711RC.
<br />WALL
<br />stcTl°" A�
<br />fowl 3/7b' • I
<br />NOfFS�
<br />(H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL <
<br />Cont. TRACKS TOP a BOTTOM.
<br />(2) VIM,
<br />SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR
<br />(y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS.
<br />(3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw
<br />Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO
<br />CxtER,OR itAT FIMNOES OF END PANES.
<br />(K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR
<br />K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of
<br />(S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....--
<br />A10 EXISTING S OF ONE MITERIOR PANEL
<br />ON COW
<br />SUCH L
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr)
<br />�• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa,
<br />- '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP.
<br />IM a HST
<br />(E�0HNuuM1JT , ' (((i�fiuoie t
<br />tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW
<br />� aWNiRAfiS /
<br />�� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•)
<br />MAY ITC laurm'"
<br />Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J
<br />KII[TROR PANELS'.; a/.
<br />P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W
<br />RUR HANDLE 10fAaLRATC E/9TAl1Af�
<br />IFRFIENDrD 10 BE ALLflI nNIM
<br />_ TN90C QF 4rRUC1URE
<br />fOYY - ,
<br />1/.' w. aAP ,I,• No, GAP -�--
<br />SECTION ®-B `� Xr a o weLlOijTHOM
<br />eoP� aoac RISC• - I•
<br />(,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />�7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW
<br />BOTTOM w/ PANELWtES.
<br />(2).. [NO PANELS 91MW.
<br />WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W
<br />PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS
<br />SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34•
<br />D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS
<br />(3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT
<br />AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR
<br />@J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS-
<br />(.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE
<br />//a(l�,R�,EC1LY
<br />MAY �EDpppSED JOINTLY
<br />01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED
<br />nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf.
<br />THEIR OVERLAPS RETAINED N �.
<br />A�olaoaLD�� R
<br />1KWIt1FD
<br />1
<br />114-50•0 PANEVNtE PLUS W/
<br />. ]/32' wlra NUT wHER
<br />i ea 1/•'O.0
<br />E eL"�oDHt
<br />RF7OLRKED
<br />tAR PrNEALLAM
<br />9cALe J/a•-t"
<br />t
<br />Mr
<br />BE
<br />1/•11
<br />faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try
<br />1O�IAi RIDIRf ANGIbR MA'H111E M
<br />IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It
<br />Of /1t nA.tDwle IA17tgpf. MR NI•
<br />OPOYBpN 1D WE PDmME REOIICab
<br />111YICIIO 0•TAeiD UMKI F,LTDA fHVL
<br />-
<br />f[ LBS THAN MIbMW !PROMO IN14TC0
<br />rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m
<br />WAREQUIRED
<br />G
<br />rouIIED CONCRETE . , �.
<br />aouweo� 1 `
<br />I
<br />E.D • ,
<br />I � I
<br />JJ ff 1
<br />I
<br />ERHSHIIIF,j '
<br />G1A44 I d L
<br />I
<br />RUI • j r z•
<br />,
<br />1
<br />' I
<br />E.Q.
<br />i
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<br />. I
<br />EY PANnYAtt PLUS e/
<br />-.. 3/3Y
<br />NIR wR9HER
<br />EacKeL
<br />lIGhLL..YQUJ�.D�SALJ.s71l�a1
<br />MN11tNIFN� • ur9CNE !/r-1".PANEL i
<br />rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY
<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
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<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
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<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE.
<br />DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND
<br />FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E )
<br />DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26.
<br />M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16
<br />SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70
<br />TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE
<br />IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN N.0,5. 2013.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201.
<br />tA4-202 AND TAS-203
<br />7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE
<br />INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED
<br />FROM THY INSIDE OF 5TRUCTUAE.
<br />!. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE
<br />PERFORMED FROM THC RISPJE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN
<br />INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE,
<br />S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED)
<br />e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF.
<br />7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED).
<br />0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN
<br />300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r
<br />9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI
<br />10. ANCHORS TO WALL SHALL BE A5 FOLLOWS:
<br />(A) xr•xKTWC. Pf1IHRFD-CM`„4TL
<br />/49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1)
<br />- 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W.
<br />/,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS.
<br />Ut-sxlo prJy
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn
<br />FEMwE a a PANEtxntE PUJS,
<br />A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO
<br />ANY flMeH MATERIAL SMALL BE PERMITTED
<br />t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l•
<br />RJ10 ANCHORS.
<br />AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR
<br />FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1.
<br />BE A5 IILNIINED M A,) AND IN 42).
<br />(B) 10...El0ynitr. c J�«,.•BALL
<br />- ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC..
<br />- t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L)
<br />- eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION
<br />PRODUCES (t'Hn-7071 p.a.T)
<br />9
<br />OMR MA,
<br />TO N
<br />.1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE
<br />BLOCK SHAM BE 1 t/.'
<br />0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE.
<br />NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED,
<br />i ,'
<br />/ h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10
<br />ENGAGE J/a` Mr0 ANCHORS.
<br />113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL.
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C
<br />SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2).
<br />(C) ATICIIOT6 SHALL BE INSTALCONTACT
<br />LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />AIANLa'ACtIIRCp.
<br />it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER
<br />N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK
<br />OR WOOD FRANC BUILDINGS,
<br />17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS
<br />LENGTH
<br />WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL
<br />iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC
<br />REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70.
<br />14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N.
<br />tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE
<br />INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D
<br />(0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON
<br />THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY.
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO,
<br />(r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL
<br />BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE
<br />P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt.
<br />f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW
<br />(.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED ✓1
<br />He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN
<br />ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO.
<br />LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL
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