|
--- -- - - - - - -_...- - ANCHORS (SEE SECTIONS ON SHEETS 17. IS, 19 a 20)----- ------_.. __ _.--- ---------'.
<br />3• vM 3A/17. 4A/17. WIS. j U/17. 4R/17. RIV1e. 3• Mo.
<br />I MON. �;wk 7Mf/19 a "W/m ' I WIJ19.'FRIF/19 a RM/T0 1• MIN.
<br />--
<br />- PIsaAA soR• IwNt ' I iE � � '.
<br />L9E 9wE'i $MY Pavel ' IIpW PNEl ;
<br />1
<br />ii Y.S
<br />w/7n.. ]l12--'�•1 - -- 1 `,{, A PANEL LENGTH
<br />� we" a 4 1 - - l -� (SEE SCHEDULE)
<br />'I
<br />liSGtTpY r VE xNIRI
<br />,wa solrolH FaHeloe - �� _t 1
<br />via, •- M NR a IDT R mw NIB,- ." `~-
<br />I' V 3A/17, Wiz. 9q/10. 3R//7, M/17. BR/11, ]• WAX.
<br />-i" NW. eAr/19. TAW/79 R IAW/20 8 eEwn9. "WIN a OW/9R I• MIN.,
<br />__.__. _. .ANCHORS (SEE SECTIONS ON SHEETS 17. ON. 19 a 20)
<br />OPTION J2 FOR LIFE SAFETY STORM PANELa ELEVATION
<br />SCALE 3/1e••t• Ira• Wrt w
<br />:Oal0 law
<br />\. Jy OwA oaNr_, wqt iAMM OUR LFEYf
<br />,74rM-
<br />SECTION A -A
<br />SCALE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (�A)- AND �ttP►� �k�/T
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDUL,E
<br />No. 44167 1
<br />#: * :*
<br />FLORIDA BUILDING CODE (High V Hu one Zone
<br />'3 O:• F *:� 47WO TA1Dpp. ,NC. rP
<br />c •., (DRID .• 20 GAGE OALVANM STEEL SCORN PAM ReaN R
<br />- 4�7ai E 0 BALL PROTECTION PRODIM LLC. efn9lEa.
<br />/ oW4
<br />.900 S.r. el flIMtT
<br />.. CAP ■, r tr +•1Hr Nnl®a n M,r RIPE w.Mw+e a ru pegMM�n1 20-176
<br />PL 17TAf./weMTIXe/DM[ IOs,Pe r •H wIF a1MIR W
<br />:MITER ArIJ.. RE ir-rY
<br />1 ran ,s ar za
<br />MAXIMUM AS 0.
<br />O O O O
<br />� � I
<br />WASHERREOUNNED
<br />L0 um
<br />L
<br />MaK. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.S.L)
<br />L (fl.)
<br />(SEE SECTIONS)
<br />TO C1A55
<br />CONDITION
<br />+55.0, -72.0
<br />$'-$"
<br />2 3/4'
<br />UNBOLTED
<br />INSTALLATION
<br />!
<br />DETAILS
<br />FOR OPj(�, j2
<br />INTO EXISTING
<br />FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />STORM
<br />PANEL SYSTEM
<br />NDOD NFJ!'1ER
<br />II
<br />�`4 TNOO
<br />NTJDER
<br />- I�'
<br />wDOo HEMOI
<br />w000
<br />fwJLER
<br />TEt%IAtm'9FD,rnEQ
<br />1:
<br />7k0UIRED
<br />v1 %7tE0UaE0
<br />, .•. TAvcaN • r ac.
<br />___�, 1/2' MIN. MREADED
<br />'.' -
<br />,
<br />• -II ___._.�,
<br />, /•. rApDaN e r os.
<br />,/2• Mw. T,MFAEQ
<br />�
<br />i, :
<br />,/ IS rAPCON a x or
<br />IIf/t 1/i raN Ti,•ITAOTD ;'
<br />• I , --
<br />1p-r TgCON • a• o.c.
<br />�f//, 1/T• MWp n1RFioTD
<br />ixlN AT MOOD
<br />{;
<br />LION AT roo0
<br />. ,I�
<br />PFNE7RA7ON AT
<br />rODo
<br />�!
<br />I' -
<br />PEKTRagli MDOD
<br />WONDER
<br />t I
<br />z__t -
<br />- • . __ t 1!1•I-zoJ 4S.S. Y9. w/ --
<br />CONr. tONT. E'Q , ! 0. ' .1/4Y-20:3L•4'Ss. US w!
<br />'( 7 `• . WING I: 7 e•• , 3 + �4 - 1 ..i 7/e�F.3/s2' wwa latt , . -'-" 'j in wuJ32" WN4 NUT
<br />fR J/J2' rxtr f /3x WINO WASHER • 12 1/2 ac WASHER (DEYDID)
<br />HAVER a 12 1/2' O.0 AArt II•S1fA (ettialo) -
<br />� 1 4 • TAPCON a e' o c.
<br />_f ._ _._ 1'a•• TAPCW a IY o.c. ".. _ (er<AOCLTt1mw/ sngj.a THASAGED
<br />(f;TA00D1ED w/ STIR) 1 1 2* INN.
<br />MpwBT
<br />W 1 , TOHII"R vowatN `. _. _ i W 1 1nTD,/M 11 CAM I OF PLATE _ 8.�
<br />11000 PLATE _
<br />Of PUTT I a Purz PLATE
<br />PLATE _ Zss' w000 PLATE WALL mounw
<br />�uTALLATM WALL Mg H REGURYD ALTERNATIVE 7AW • REGLAM PANEL
<br />INSTALIATMSCALE 3/6--1"
<br />ITN SCALE 3/e-•1•
<br />SCALE 3/e••1• SCALE 3/r•I"
<br />NAP * T!l✓y XUL,?�'' GENS�c
<br />,, INSTALLATIONS ARE ONLY ,MAD FOR BULONGS CAM &SO DESIGN Laos 3: • � FLORIDA BUILDING CODE (High Velocity Hurric,
<br />LOP TO .55.5, -72-0 Per AND PAEL'S LDK.TH UP 10 V-e'. �. 4 157
<br /># oi010 rs °• "O 20 GAGE GALYANREO STEEL STORK PANEL
<br />2. rom ,cw wOW n%w com mAcTioN. WOOD MOOMUtS TO E SOUTHERN - `_ _1..- -�
<br />POE No, 2. W/ SPECIFIC DENSITY of 0.53 OR EOLrL :*�'. yam, _- _ - _-_ �� PROTECTION PRODUCTS. LLC. _ u rww2.244*
<br />L.12�
<br />WE
<br />y
<br />FEET I
<br />STOP
<br />COMPONENTS FOR SERIES 2000 k 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2•0)
<br />,3.,%' (TOTAL WON)-_ T-2�"�-1
<br />,z50o- (EFFECTIVE MOTH) - _ ---
<br />r -, Je0 ..-,-Tao• - ,.., s�• - .sDo-
<br />D.1/J9' MM. 114C11 ,1€AHMED - �• ]Soo' 2.SOO'
<br />r r I � zes7• GALVANIZED Eocc
<br />2.000' .2�4•t HE/IMED � ata5 2.2i1•
<br />GRACE 50 IIRIRHLM GRAIL
<br />------''--_-�,.550••...i..__{ed ', ATps. 'p�SO• • _.}�_
<br />3)!O
<br />C}t STORY •PANEL 1 --zao'-- - Q'
<br />O REVERSED "h" TRACK � REVERSED "U' TRACK
<br />w/ NE)IUED EDGE. - Y]0" --
<br />j _ I .a ~ i
<br />]O.OR' e13'
<br />I23• � ,Ts•
<br />HEANIED
<br />DETAILS FOR OPTION
<br />2 FOR LIFE SAFETY STORK PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />f!{` TAPCON ANCHORS _ , tJ{' TAPCg1 ANc110RS 1t s• tMCON ANC/10115 t Y• rMR:ON M.C„016
<br />- r !' O.C. O 9• O.C. 1 9' 0.C. '--� 9' 0L.
<br />caPxxE \ coaaxt r-0NcnEr PDLRMD CONCRETE, , `•.
<br />BLOCK lEDvwEo 3 eLocK rcaAEo ('C 1 ,. IADrx Reoweo 1 „^ eLttw REQUIRED ! �.
<br />� Alh lMNIIRON a ' { 1, , Yn 101"YO, A . � 1 M. fiwWd R ; � � li.. fRYAYd H lY
<br />"••'1 fRP 1R r,m ,"
<br />1 i
<br />EI119TWy, j OfBWM'i.l
<br />I 1 _ 1 •� 1 ' $$3
<br />y� ,Y
<br />LD E.D. E.p! E.M.
<br />_ - }----} ,/z' - >, 1/a'•-NR,3�<•ss ws w//<'s-xoa
<br />4•ss. ¢s w/
<br />/d'aJ/sT MND NUT WASHER , `7/a'P.J/Jx wwG wut WASHER
<br />L7fe'• . J/Jz• wDIG NU1 --M Jf �!'11 , J/Jx• MINE .:,' a ix 1/x• D.C. (EYOND)
<br />C-PM WASHER r tx ,!z' o.c Caw. Nut rwSNEn (etmND>
<br />174' TAPGDI/ ANCf10Re 1!4' TAPCON ANCHORS 1 ♦ TAPCON ANaHORs T 4' TAPCGI
<br />o < 1/x• o.c. . i 4 1/2• D.C. _ .�s ,/x• o.c. --
<br />(st+E+OEAED w/ mo) (STAIXDED w/ VW) e < 1/Y o.c
<br />_ OOIM.IIE9E BLOCK W POUND
<br />CONCREIE BLDOI � I:OIIL'JETE BLOCK WFIfpEIEBI.OGK
<br />REOU/LLD REQUIRED REOIMIED RIi0LrE0
<br />• ��AIiEL • LIEE /LyE1 •REGULAR PANEL • Lrc's-STY PA�EI
<br />SCALE 3/B'.,• SCALE J/B'•1• SCALE S/e•+,• SCALE 3/e'•," It
<br />AeaRw tY9E '!`•'
<br />SEE went 19 a CAD rDR A.r+1LMs TYPE • ... ----_.
<br />mk1Nt FOR INSTALlAt10Ne A0a W000 tAPoox
<br />eRME eRDsl0. IRa N•IaRR ]IYBIY 9N a
<br />wINIMW AMOgR SMC•as CAB WRRRI
<br />[DR INSTANCE ARE aartA1ED CAR T11r •sotRMwNo eonF:•w 9,.)
<br />EQiDUE nM E.D. tB8' 1iMN YOICAILD ON aaMoa ary y N ]
<br />w>enuE RE91,cE ANpBR 4PRLSD A
<br />rLAmY•D wVx••HO SHOWN CAR 9aWDLA.E Aalsl BA � iR>D RMell
<br />A M I011DRNC FAL1GIe POII i1,6
<br />OPEIROnl1 TO E rOewwE aEDIxRD
<br />vAc•c awNm ,IwNc FACTION Musa Not ] ,�- _ -
<br />E LIMIT T1,AN IRNARAi ]rRONc •NDHaLIm -- - - - - ,m -.
<br />FOR TALON II1C110R TYPE ON TN5 SfxEDLA[
<br />WADER
<br />I✓FOUttEO
<br />wow HEADER
<br />• e .. I 1 • � oN a s• o.c.
<br />- w/1 t//22 MRI. TNEAOED , .• � � � ... -W t t wN. T1RIEiDED
<br />11. PCNETRIITION AT W000 �'� 110N WODO
<br />'} 1/2 1 /4 i 112-
<br />�-'----- j
<br />WOOD HEADER
<br />REQUIRED
<br />io 4a35 PANG LENGTH
<br />O�,I qQE (SEE NOT[ t EL,Dw)
<br />GLASS
<br />64
<br />Ir•r•1 I r•�._ "�
<br />3'A4" w000 PLATE -, 7/e'• . 3/32" WING NU1
<br />REQIARkD -' wA3HER O e t/a' C.C.
<br />/Nato PANRw1E Pals _ -
<br />e�s
<br />AT NOWOTN Of PULE ♦ _ -.'
<br />SCALE 3/0••1'
<br />tL{ffiS
<br />I. INSTAtU1D/F ARE ONLY VMJD fOR euu.D•acs w11M A5.0. OEStGI1 ttSADs
<br />W 70 a35.5. -72.0 PSr AND PANEL'S lD1GTt1 tR TO e'-e•.
<br />7- F'DII NEW 1F000 FRAME C011STBJCTOFt WOW MEMBERS TO E SOUTHERN
<br />H!E 1q. 2, W/ 511EdiC DD6n•F E 035 OR EOIML
<br />PANEL
<br />LENGTH
<br />1/1Y-20.1' 1 '_ :----�--- � ND,E ,BROW)
<br />S.S. MS W/ 7)I
<br />7/B's 3/32'
<br />IRNG .
<br />NIlI
<br />E'iD. '• � d•
<br />'7 Y 3/32' WING NUT
<br />REQUIRED
<br />woad PATE ro
<br />REGUEIED _ _. WASIIOt • (BEYOND)
<br />Ole1/4,ANELA OCE t
<br />ARN. TMFVAOM PNETM710N 1
<br />AT MtOWBTH OF PLATEALTER--
<br />WALL ON
<br />O LEELEE MIM 9W
<br />SCALE 3/8••1• `- FLORIDA BUILDING CODE (Hloh N No
<br />PAWLS W
<br />-
<br />CA
<br />To INSTAUED AT TYPICAL EUNAIM MR SEM-200 TYPICAL ELEVATION FOR ES 1000 IF INTENDED
<br />v
<br />MUM...
<br />114-
<br />mew
<br />3'/24 l]n NOT[ 2 90.Oa7
<br />W/o (/wl' eAs 1'/24 r
<br />2 ' � (sQ NOR 2 RBaRI y ya, 2'/24 1'/24 ! a 2 IEEE NOR a eBAT
<br />I- rpt mNanE AIw,aHls ]H "OI. .°iIB
<br />a °F 1 iia. 9GBlU`L�d19LR�014�ON w�ll'�is � 2 ' • �` LSE R7�t NTf asEET E> tTi -'I t • OFR
<br />r IM . r4
<br />,wt' SYA
<br />1n• Do a�
<br />I
<br />j
<br />j 71i r. i Mn AT L 1
<br />T t fEw PM�) ` T tPRpINW FYIn7 (•IIF1Npl1•IW.}j (LnIa1101i NAEy i rt�f_.i__T'i _r -T w Y •L` 'r.- low
<br />6O z L.
<br />�9EE NOR Z ], 1 9ElDM I (OO R+ABL) (EtD RANEl) (MEi1gR {INTERIOR RMEy-) (F'RE/BOR Fa,F1J � (EMp
<br />I 1 - TEE wOR Z A . E/A• SEE NOTE .�. 3, a ElOw 4 $EE N�y'-yfl-a�.�-<-,-E�LA,N
<br />� i I� III _
<br />{
<br />.•
<br />i I II ij III ��-
<br />.� s�wwGMrs
<br />� -,,v�r- '°X�' 1.1_1_ 11f.. iT
<br />s1E NDTe4 ItELOrtwUxN/Iae.TEANaeRS sRi40M�]F
<br />fALT17e4A1E LOG7ON
<br />SdEDIJIL ON w1aT 25: TOR NIIOD CgTY. AAT pD P
<br />f' Mia • SEE SECTIONS ON wNET N r' w A d0 OPR�SI IJS• 1 1/S'' AM09)
<br />,a,L y IMiROR n
<br />�OR�M/ M r/L7®.� r LIST PAN0. TO E MIAtLED AT EACH 16• P OPOaIC wWT AtNA'R E PROt'OEO M/CN
<br />OPENPIp Si�ALMAT4 E R10011Ewy w�� NFi,A ,1Al/GLE 10 FACUTATE F0.7NlFTdI
<br />R[M NAt'GE TO FACLRAIf MTAWI,ON NliD Fwpl
<br />- K RITODLD TO E INSTALLED FROM
<br />9042 3/st• • ,' I,r31DE OF 51RUC711RE -
<br />Rost Iy3Y • ,•
<br />CAR (�w/ a .v ©• � , LwwYTE IDctmN 1
<br />SESECT�OS JA-ArA-A CJ-B �✓ a Qlo PAIRu)
<br />N{igi � BC/SE Ls!• • r
<br />(1), DF.EweDLef OF SERIES IDDD: E - Z ,4ANT' STORM PANEL SYSTEM CONSISTING OF PANEL
<br />1lDIFi: � TRACKS AT TOP a PANRA«rz Plus CAA /5• LONG
<br />(I). DEi�9eT1011 DF SF'NFC m,e; E - I 1gIJG STORM PANG. SYSTEM CONSISTING Of PANEL . tE.,^' BOTTOM WJ PAYOELWTES
<br />Cont. TRACKS TOP a BOTTOM. (2). END PANELS SMNI ALWAYS E CONNECTED TO SILL WALL BY MEANS OF
<br />(2) j,)1Q PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTr!ERWISE A SLOP tWL PANGW7Es OR. IF USED r w/ Is LONO�tW1CN AT NOT70M. END PANELS
<br />eV SHALL IiE PROVIDED A7 TOP OF SUCH PANGS. SWILTop SAIR K CONNECTED QDM L E caMIECTED TO w/ taL3js 5, w
<br />TANG NUT OR t./4'•-(32�3 Nin.:TWMBSICREW INTO 7� �(E710EPT AS
<br />(S). IF DD PANELS ARE CONNECTED TO BOTTOM TRACK, COMEcrxIN S+LALL CONSIST OF DESCRIBED dv NOTE
<br />1/a••-20aJ/4' M.S. w/ 7/e'a3/]2' w9IG NUT OR 1/4•es/a• Min TIIt.lIBSCREW
<br />.h0 TAPPED BOiTDN IItACIt LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USF JOINrir W/ ,S' LONG TRAgj.(21 AT
<br />EXTERIOR FIAT FIANCES OF [ND PANEL BUT DO PANELS ARE NOT CONNECTED ro BOTTOM tRACN (3) TE STOP BAR
<br />(4). IN CASs 7,MT END PANELS ARE NOT CONNECTED TO BOTTOM IRACJ( LWY.t. 8E PROVIDED AT TOP OF SUCH PANELS.
<br />,4 ONLY USED
<br />A7 TOP)) AT LEAST TWO
<br />PAIa15 S/W,L E CONNECTED(�ro BOTTOM iRLC,1 (1). ro• eiSTALJATI0N5 7Ai01 L71D PANELS AND SOME INTERgp PANELS ARE DIRECTLY
<br />IJSNIG SPECS IAB)eAlffi WI NOTE (3) ABOVE NJ SUCH CASE. CONNECTION E DRIFTS YOlRV7ED n) E7pS1115O 5E1 WALL MEANS OF PJwEUMTEs. ONE INTERIOR PANEL
<br />TO BOTTOM TRACK MAY OCCUR A7 ANY PANEL PAA$L LQCATION MAY E USED JONITLY W// TRACK SO"
<br />T BOTTOM ATTACHING BOTTOM TRACK TO WA41
<br />W/ TWO PANELAMtES FOLIQN'INO 5110WM ON ELEVILTON AND W/ 3 t T-
<br />(5) SEE SECTION
<br />t", S.
<br />a {' ON 5,1EE1 24, SEE ANCHOR SCHEDULE ON SHEET 25. YAn. EDGE 06TANL2:. FOR
<br />MIS CAS„ DRERIOR PMEL USED VS /
<br />MMWNHIIIINANrN NSIERX'Ji�TFERML7TOWMCENT PANGS ro (iTFJE LEFT t1 RIGHT SIDE OF 111dddNNN111P �AYELD
<br />:(.�'•t1G� �• f u(!� THEM ovr7aMs RETAINED B. �.
<br />�, FLORIDA BWLDING CODE h Vdoa Hurrteone Zone
<br />•]mR +a1EDo. ae
<br />No.4 167 •' s 20 GAGE GALVANIZED STEEL STOINI PANEL TIHri'er
<br />i STA OF PROTECTION PRODUCTS• U.C. Q1J'vmR°
<br />•$••.,
<br />C O INC.
<br />f P ; `•'+,fws.� ♦ NroHs 4O0RYcs ti 1ws°.g'
<br />�igr•••, (0 10 /
<br />sc' ' U w r AHA ,.,wr INHApa n aww Mac tAm.Mr-TA.e, nrr: twMw►•s»T 20- t )6
<br />/� � u O LC� � Yw . (MFI PL.UNI . tr: CAW Alt-4m N • LallalN NP .CIF M Oawq NW.
<br />•,, SI • N
<br />NAJINNIN Ap�l SVA/SNfMTOR[/atll IEATOta-n0DR71�,. R.E nr•1- Iw
<br />�—F
<br />iNSTpLlATION DETNIS FOR OPTION �12 FOR LIFE SAFETY STORK PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1'<• TAvcoN ANI710R5 7,/• 'UPCGT ANaoas
<br />-i`9• ac. i v o.G.
<br />RcaLnoR POUND la.acti 2 .` � eLoci �
<br />YRA. Mo._
<br />E-0• � E.D•
<br />1 , CONt
<br />�wlGar,r a
<br />I ( I
<br />I
<br />1 I
<br />} 1 n
<br />,
<br />1
<br />44�� litV// ,1-,0•! PANESAIAtL Plus w/
<br />-_ �•• , 3/s2• IMID Nur INASNLIt
<br />• 6 1/<' O.C.
<br />CONCRETE eLoclLeLocR
<br />WALL uol
<br />!: ' ESilIiLIt1ANEL
<br />SALE s/e••t"
<br />AIBRIRII twR -i/r• ,µ••
<br />sEt a,Esr 19 111 >a roR ANCNORe TYPE r
<br />sPAtND FOR 1+4iTILLAT101e N710 w000
<br />1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S
<br />1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ]
<br />emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra
<br />9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to
<br />sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n
<br />IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R
<br />IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e
<br />M1eINBN 70 K PpeSett, RFDLIEa'D...-__
<br />Rlrc•a DeM9l® wa FACTOR Mau la,-
<br />E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO
<br />MR EADH AICMDR TYPE ON IMe SCHEDULE
<br />Arm
<br />' tt,s-tD•. vANEtMATE vlus w/
<br />' .. TJe'• . 3/3I' wIM. nRli
<br />(tEVONO)
<br />alAc�T° E�%ocN
<br />WA
<br />MQULM TIQb
<br />scALE 3/1•1•
<br />HLN'1'TCOM
<br />GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1
<br />i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE
<br />ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4•
<br />DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED.
<br />FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10
<br />DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS.
<br />IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e
<br />SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl.
<br />ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE!
<br />stIN.L E As IAL7ITIDIAED w e.1) AND w e.x).
<br />IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE
<br />IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA
<br />STENERS SPACING 0 M000 IVLS EE11
<br />DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S
<br />MAIWIFACRRiER.
<br />STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER
<br />rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt
<br />x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5.
<br />IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL
<br />]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE
<br />PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING
<br />n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR
<br />A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN
<br />INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq.
<br />3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE
<br />,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D.
<br />S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY.
<br />(b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF
<br />7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON
<br />DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY.
<br />B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED.
<br />500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{
<br />(M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL
<br />P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or
<br />10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL
<br />(q ro ExIs7RA: POURED C4NCRETG
<br />(.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF
<br />- 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R
<br />- 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN
<br />- /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING.
<br />(rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE.
<br />At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz
<br />FEMALE D e PANELMATE PLUS,
<br />Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro
<br />ANY FN16M MATERIAL SHALL H PERMITTED.
<br />t/<' F20 SS SIDEWALK BOLTS USED
<br />BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H
<br />Irv10 ANCHORS.
<br />A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l
<br />ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :�
<br />BE AS IAENTINED Rv A1) AND w A.2). N0.44167 =
<br />(B) ro EYISiI ,V"rsVYF BlO•' S * T S
<br />FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana
<br />- ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - -
<br />- 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•.
<br />- (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr,
<br />� CAGE GALVANIZED STEEL STORY PANEL DRon Rr
<br />PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC.
<br />• I l T E�C O �Ha DME
<br />.eat S.W. 51 ]aexr
<br />NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178
<br />: POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr:
<br />Pi. txNJwawuR/0Aw at•OOOE%IP
<br />aA1B1 A i. P.F. ,•-W F -
<br />< elan R, ar as
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PwlariE N,O„OR7
<br />lac a � aa �pE 4
<br />Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE
<br />Aio w d � i eJ ��. *---•1 wnRw—�
<br />N>oHRRErT �\
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />WADER
<br />I✓FOUttEO
<br />wow HEADER
<br />• e .. I 1 • � oN a s• o.c.
<br />- w/1 t//22 MRI. TNEAOED , .• � � � ... -W t t wN. T1RIEiDED
<br />11. PCNETRIITION AT W000 �'� 110N WODO
<br />'} 1/2 1 /4 i 112-
<br />�-'----- j
<br />WOOD HEADER
<br />REQUIRED
<br />io 4a35 PANG LENGTH
<br />O�,I qQE (SEE NOT[ t EL,Dw)
<br />GLASS
<br />64
<br />Ir•r•1 I r•�._ "�
<br />3'A4" w000 PLATE -, 7/e'• . 3/32" WING NU1
<br />REQIARkD -' wA3HER O e t/a' C.C.
<br />/Nato PANRw1E Pals _ -
<br />e�s
<br />AT NOWOTN Of PULE ♦ _ -.'
<br />SCALE 3/0••1'
<br />tL{ffiS
<br />I. INSTAtU1D/F ARE ONLY VMJD fOR euu.D•acs w11M A5.0. OEStGI1 ttSADs
<br />W 70 a35.5. -72.0 PSr AND PANEL'S lD1GTt1 tR TO e'-e•.
<br />7- F'DII NEW 1F000 FRAME C011STBJCTOFt WOW MEMBERS TO E SOUTHERN
<br />H!E 1q. 2, W/ 511EdiC DD6n•F E 035 OR EOIML
<br />PANEL
<br />LENGTH
<br />1/1Y-20.1' 1 '_ :----�--- � ND,E ,BROW)
<br />S.S. MS W/ 7)I
<br />7/B's 3/32'
<br />IRNG .
<br />NIlI
<br />E'iD. '• � d•
<br />'7 Y 3/32' WING NUT
<br />REQUIRED
<br />woad PATE ro
<br />REGUEIED _ _. WASIIOt • (BEYOND)
<br />Ole1/4,ANELA OCE t
<br />ARN. TMFVAOM PNETM710N 1
<br />AT MtOWBTH OF PLATEALTER--
<br />WALL ON
<br />O LEELEE MIM 9W
<br />SCALE 3/8••1• `- FLORIDA BUILDING CODE (Hloh N No
<br />PAWLS W
<br />-
<br />CA
<br />To INSTAUED AT TYPICAL EUNAIM MR SEM-200 TYPICAL ELEVATION FOR ES 1000 IF INTENDED
<br />v
<br />MUM...
<br />114-
<br />mew
<br />3'/24 l]n NOT[ 2 90.Oa7
<br />W/o (/wl' eAs 1'/24 r
<br />2 ' � (sQ NOR 2 RBaRI y ya, 2'/24 1'/24 ! a 2 IEEE NOR a eBAT
<br />I- rpt mNanE AIw,aHls ]H "OI. .°iIB
<br />a °F 1 iia. 9GBlU`L�d19LR�014�ON w�ll'�is � 2 ' • �` LSE R7�t NTf asEET E> tTi -'I t • OFR
<br />r IM . r4
<br />,wt' SYA
<br />1n• Do a�
<br />I
<br />j
<br />j 71i r. i Mn AT L 1
<br />T t fEw PM�) ` T tPRpINW FYIn7 (•IIF1Npl1•IW.}j (LnIa1101i NAEy i rt�f_.i__T'i _r -T w Y •L` 'r.- low
<br />6O z L.
<br />�9EE NOR Z ], 1 9ElDM I (OO R+ABL) (EtD RANEl) (MEi1gR {INTERIOR RMEy-) (F'RE/BOR Fa,F1J � (EMp
<br />I 1 - TEE wOR Z A . E/A• SEE NOTE .�. 3, a ElOw 4 $EE N�y'-yfl-a�.�-<-,-E�LA,N
<br />� i I� III _
<br />{
<br />.•
<br />i I II ij III ��-
<br />.� s�wwGMrs
<br />� -,,v�r- '°X�' 1.1_1_ 11f.. iT
<br />s1E NDTe4 ItELOrtwUxN/Iae.TEANaeRS sRi40M�]F
<br />fALT17e4A1E LOG7ON
<br />SdEDIJIL ON w1aT 25: TOR NIIOD CgTY. AAT pD P
<br />f' Mia • SEE SECTIONS ON wNET N r' w A d0 OPR�SI IJS• 1 1/S'' AM09)
<br />,a,L y IMiROR n
<br />�OR�M/ M r/L7®.� r LIST PAN0. TO E MIAtLED AT EACH 16• P OPOaIC wWT AtNA'R E PROt'OEO M/CN
<br />OPENPIp Si�ALMAT4 E R10011Ewy w�� NFi,A ,1Al/GLE 10 FACUTATE F0.7NlFTdI
<br />R[M NAt'GE TO FACLRAIf MTAWI,ON NliD Fwpl
<br />- K RITODLD TO E INSTALLED FROM
<br />9042 3/st• • ,' I,r31DE OF 51RUC711RE -
<br />Rost Iy3Y • ,•
<br />CAR (�w/ a .v ©• � , LwwYTE IDctmN 1
<br />SESECT�OS JA-ArA-A CJ-B �✓ a Qlo PAIRu)
<br />N{igi � BC/SE Ls!• • r
<br />(1), DF.EweDLef OF SERIES IDDD: E - Z ,4ANT' STORM PANEL SYSTEM CONSISTING OF PANEL
<br />1lDIFi: � TRACKS AT TOP a PANRA«rz Plus CAA /5• LONG
<br />(I). DEi�9eT1011 DF SF'NFC m,e; E - I 1gIJG STORM PANG. SYSTEM CONSISTING Of PANEL . tE.,^' BOTTOM WJ PAYOELWTES
<br />Cont. TRACKS TOP a BOTTOM. (2). END PANELS SMNI ALWAYS E CONNECTED TO SILL WALL BY MEANS OF
<br />(2) j,)1Q PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTr!ERWISE A SLOP tWL PANGW7Es OR. IF USED r w/ Is LONO�tW1CN AT NOT70M. END PANELS
<br />eV SHALL IiE PROVIDED A7 TOP OF SUCH PANGS. SWILTop SAIR K CONNECTED QDM L E caMIECTED TO w/ taL3js 5, w
<br />TANG NUT OR t./4'•-(32�3 Nin.:TWMBSICREW INTO 7� �(E710EPT AS
<br />(S). IF DD PANELS ARE CONNECTED TO BOTTOM TRACK, COMEcrxIN S+LALL CONSIST OF DESCRIBED dv NOTE
<br />1/a••-20aJ/4' M.S. w/ 7/e'a3/]2' w9IG NUT OR 1/4•es/a• Min TIIt.lIBSCREW
<br />.h0 TAPPED BOiTDN IItACIt LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USF JOINrir W/ ,S' LONG TRAgj.(21 AT
<br />EXTERIOR FIAT FIANCES OF [ND PANEL BUT DO PANELS ARE NOT CONNECTED ro BOTTOM tRACN (3) TE STOP BAR
<br />(4). IN CASs 7,MT END PANELS ARE NOT CONNECTED TO BOTTOM IRACJ( LWY.t. 8E PROVIDED AT TOP OF SUCH PANELS.
<br />,4 ONLY USED
<br />A7 TOP)) AT LEAST TWO
<br />PAIa15 S/W,L E CONNECTED(�ro BOTTOM iRLC,1 (1). ro• eiSTALJATI0N5 7Ai01 L71D PANELS AND SOME INTERgp PANELS ARE DIRECTLY
<br />IJSNIG SPECS IAB)eAlffi WI NOTE (3) ABOVE NJ SUCH CASE. CONNECTION E DRIFTS YOlRV7ED n) E7pS1115O 5E1 WALL MEANS OF PJwEUMTEs. ONE INTERIOR PANEL
<br />TO BOTTOM TRACK MAY OCCUR A7 ANY PANEL PAA$L LQCATION MAY E USED JONITLY W// TRACK SO"
<br />T BOTTOM ATTACHING BOTTOM TRACK TO WA41
<br />W/ TWO PANELAMtES FOLIQN'INO 5110WM ON ELEVILTON AND W/ 3 t T-
<br />(5) SEE SECTION
<br />t", S.
<br />a {' ON 5,1EE1 24, SEE ANCHOR SCHEDULE ON SHEET 25. YAn. EDGE 06TANL2:. FOR
<br />MIS CAS„ DRERIOR PMEL USED VS /
<br />MMWNHIIIINANrN NSIERX'Ji�TFERML7TOWMCENT PANGS ro (iTFJE LEFT t1 RIGHT SIDE OF 111dddNNN111P �AYELD
<br />:(.�'•t1G� �• f u(!� THEM ovr7aMs RETAINED B. �.
<br />�, FLORIDA BWLDING CODE h Vdoa Hurrteone Zone
<br />•]mR +a1EDo. ae
<br />No.4 167 •' s 20 GAGE GALVANIZED STEEL STOINI PANEL TIHri'er
<br />i STA OF PROTECTION PRODUCTS• U.C. Q1J'vmR°
<br />•$••.,
<br />C O INC.
<br />f P ; `•'+,fws.� ♦ NroHs 4O0RYcs ti 1ws°.g'
<br />�igr•••, (0 10 /
<br />sc' ' U w r AHA ,.,wr INHApa n aww Mac tAm.Mr-TA.e, nrr: twMw►•s»T 20- t )6
<br />/� � u O LC� � Yw . (MFI PL.UNI . tr: CAW Alt-4m N • LallalN NP .CIF M Oawq NW.
<br />•,, SI • N
<br />NAJINNIN Ap�l SVA/SNfMTOR[/atll IEATOta-n0DR71�,. R.E nr•1- Iw
<br />�—F
<br />iNSTpLlATION DETNIS FOR OPTION �12 FOR LIFE SAFETY STORK PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1'<• TAvcoN ANI710R5 7,/• 'UPCGT ANaoas
<br />-i`9• ac. i v o.G.
<br />RcaLnoR POUND la.acti 2 .` � eLoci �
<br />YRA. Mo._
<br />E-0• � E.D•
<br />1 , CONt
<br />�wlGar,r a
<br />I ( I
<br />I
<br />1 I
<br />} 1 n
<br />,
<br />1
<br />44�� litV// ,1-,0•! PANESAIAtL Plus w/
<br />-_ �•• , 3/s2• IMID Nur INASNLIt
<br />• 6 1/<' O.C.
<br />CONCRETE eLoclLeLocR
<br />WALL uol
<br />!: ' ESilIiLIt1ANEL
<br />SALE s/e••t"
<br />AIBRIRII twR -i/r• ,µ••
<br />sEt a,Esr 19 111 >a roR ANCNORe TYPE r
<br />sPAtND FOR 1+4iTILLAT101e N710 w000
<br />1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S
<br />1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ]
<br />emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra
<br />9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to
<br />sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n
<br />IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R
<br />IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e
<br />M1eINBN 70 K PpeSett, RFDLIEa'D...-__
<br />Rlrc•a DeM9l® wa FACTOR Mau la,-
<br />E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO
<br />MR EADH AICMDR TYPE ON IMe SCHEDULE
<br />Arm
<br />' tt,s-tD•. vANEtMATE vlus w/
<br />' .. TJe'• . 3/3I' wIM. nRli
<br />(tEVONO)
<br />alAc�T° E�%ocN
<br />WA
<br />MQULM TIQb
<br />scALE 3/1•1•
<br />HLN'1'TCOM
<br />GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1
<br />i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE
<br />ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4•
<br />DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED.
<br />FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10
<br />DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS.
<br />IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e
<br />SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl.
<br />ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE!
<br />stIN.L E As IAL7ITIDIAED w e.1) AND w e.x).
<br />IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE
<br />IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA
<br />STENERS SPACING 0 M000 IVLS EE11
<br />DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S
<br />MAIWIFACRRiER.
<br />STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER
<br />rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt
<br />x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5.
<br />IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL
<br />]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE
<br />PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING
<br />n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR
<br />A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN
<br />INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq.
<br />3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE
<br />,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D.
<br />S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY.
<br />(b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF
<br />7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON
<br />DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY.
<br />B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED.
<br />500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{
<br />(M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL
<br />P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or
<br />10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL
<br />(q ro ExIs7RA: POURED C4NCRETG
<br />(.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF
<br />- 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R
<br />- 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN
<br />- /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING.
<br />(rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE.
<br />At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz
<br />FEMALE D e PANELMATE PLUS,
<br />Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro
<br />ANY FN16M MATERIAL SHALL H PERMITTED.
<br />t/<' F20 SS SIDEWALK BOLTS USED
<br />BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H
<br />Irv10 ANCHORS.
<br />A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l
<br />ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :�
<br />BE AS IAENTINED Rv A1) AND w A.2). N0.44167 =
<br />(B) ro EYISiI ,V"rsVYF BlO•' S * T S
<br />FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana
<br />- ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - -
<br />- 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•.
<br />- (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr,
<br />� CAGE GALVANIZED STEEL STORY PANEL DRon Rr
<br />PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC.
<br />• I l T E�C O �Ha DME
<br />.eat S.W. 51 ]aexr
<br />NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178
<br />: POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr:
<br />Pi. txNJwawuR/0Aw at•OOOE%IP
<br />aA1B1 A i. P.F. ,•-W F -
<br />< elan R, ar as
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PwlariE N,O„OR7
<br />lac a � aa �pE 4
<br />Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE
<br />Aio w d � i eJ ��. *---•1 wnRw—�
<br />N>oHRRErT �\
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />iNSTpLlATION DETNIS FOR OPTION �12 FOR LIFE SAFETY STORK PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1'<• TAvcoN ANI710R5 7,/• 'UPCGT ANaoas
<br />-i`9• ac. i v o.G.
<br />RcaLnoR POUND la.acti 2 .` � eLoci �
<br />YRA. Mo._
<br />E-0• � E.D•
<br />1 , CONt
<br />�wlGar,r a
<br />I ( I
<br />I
<br />1 I
<br />} 1 n
<br />,
<br />1
<br />44�� litV// ,1-,0•! PANESAIAtL Plus w/
<br />-_ �•• , 3/s2• IMID Nur INASNLIt
<br />• 6 1/<' O.C.
<br />CONCRETE eLoclLeLocR
<br />WALL uol
<br />!: ' ESilIiLIt1ANEL
<br />SALE s/e••t"
<br />AIBRIRII twR -i/r• ,µ••
<br />sEt a,Esr 19 111 >a roR ANCNORe TYPE r
<br />sPAtND FOR 1+4iTILLAT101e N710 w000
<br />1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S
<br />1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ]
<br />emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra
<br />9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to
<br />sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n
<br />IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R
<br />IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e
<br />M1eINBN 70 K PpeSett, RFDLIEa'D...-__
<br />Rlrc•a DeM9l® wa FACTOR Mau la,-
<br />E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO
<br />MR EADH AICMDR TYPE ON IMe SCHEDULE
<br />Arm
<br />' tt,s-tD•. vANEtMATE vlus w/
<br />' .. TJe'• . 3/3I' wIM. nRli
<br />(tEVONO)
<br />alAc�T° E�%ocN
<br />WA
<br />MQULM TIQb
<br />scALE 3/1•1•
<br />HLN'1'TCOM
<br />GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1
<br />i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE
<br />ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4•
<br />DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED.
<br />FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10
<br />DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS.
<br />IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e
<br />SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl.
<br />ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE!
<br />stIN.L E As IAL7ITIDIAED w e.1) AND w e.x).
<br />IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE
<br />IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA
<br />STENERS SPACING 0 M000 IVLS EE11
<br />DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S
<br />MAIWIFACRRiER.
<br />STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER
<br />rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt
<br />x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5.
<br />IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL
<br />]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE
<br />PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING
<br />n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR
<br />A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN
<br />INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq.
<br />3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE
<br />,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D.
<br />S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY.
<br />(b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF
<br />7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON
<br />DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY.
<br />B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED.
<br />500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{
<br />(M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL
<br />P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or
<br />10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL
<br />(q ro ExIs7RA: POURED C4NCRETG
<br />(.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF
<br />- 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R
<br />- 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN
<br />- /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING.
<br />(rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE.
<br />At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz
<br />FEMALE D e PANELMATE PLUS,
<br />Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro
<br />ANY FN16M MATERIAL SHALL H PERMITTED.
<br />t/<' F20 SS SIDEWALK BOLTS USED
<br />BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H
<br />Irv10 ANCHORS.
<br />A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l
<br />ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :�
<br />BE AS IAENTINED Rv A1) AND w A.2). N0.44167 =
<br />(B) ro EYISiI ,V"rsVYF BlO•' S * T S
<br />FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana
<br />- ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - -
<br />- 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•.
<br />- (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr,
<br />� CAGE GALVANIZED STEEL STORY PANEL DRon Rr
<br />PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC.
<br />• I l T E�C O �Ha DME
<br />.eat S.W. 51 ]aexr
<br />NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178
<br />: POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr:
<br />Pi. txNJwawuR/0Aw at•OOOE%IP
<br />aA1B1 A i. P.F. ,•-W F -
<br />< elan R, ar as
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PwlariE N,O„OR7
<br />lac a � aa �pE 4
<br />Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE
<br />Aio w d � i eJ ��. *---•1 wnRw—�
<br />N>oHRRErT �\
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />44�� litV// ,1-,0•! PANESAIAtL Plus w/
<br />-_ �•• , 3/s2• IMID Nur INASNLIt
<br />• 6 1/<' O.C.
<br />CONCRETE eLoclLeLocR
<br />WALL uol
<br />!: ' ESilIiLIt1ANEL
<br />SALE s/e••t"
<br />AIBRIRII twR -i/r• ,µ••
<br />sEt a,Esr 19 111 >a roR ANCNORe TYPE r
<br />sPAtND FOR 1+4iTILLAT101e N710 w000
<br />1R1AE Rtr09D. Hti aHOIOR 1p0•a 0•J ] S
<br />1a1R/1A, .ANCHOR 1P/ATIM6 ANO YMNUN h,OnIP W ] ]
<br />emt IXSWFICF AM I,AxGAIm 9N TNWF •wwNvrra
<br />9OEDIAt FOR t9. Lffi t1Ywl •r10AWS ON L1A:Awt ,>r*IP a•r PJ ] s to
<br />sLtzaAE Rm11Ci PAIrAa 1F9Oli 1n
<br />IAAmrwa vAc4,c w,DWN ON sGIEa1L:E AORK � ORt 19010R
<br />IT, THE FOL1DR96 IAC'1p6 ra Ttd ]e
<br />M1eINBN 70 K PpeSett, RFDLIEa'D...-__
<br />Rlrc•a DeM9l® wa FACTOR Mau la,-
<br />E LE85 71MN ,N41111Y R•IC•IG NaCAtED ISO
<br />MR EADH AICMDR TYPE ON IMe SCHEDULE
<br />Arm
<br />' tt,s-tD•. vANEtMATE vlus w/
<br />' .. TJe'• . 3/3I' wIM. nRli
<br />(tEVONO)
<br />alAc�T° E�%ocN
<br />WA
<br />MQULM TIQb
<br />scALE 3/1•1•
<br />HLN'1'TCOM
<br />GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1
<br />i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE
<br />ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4•
<br />DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED.
<br />FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10
<br />DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS.
<br />IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e
<br />SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl.
<br />ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE!
<br />stIN.L E As IAL7ITIDIAED w e.1) AND w e.x).
<br />IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE
<br />IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA
<br />STENERS SPACING 0 M000 IVLS EE11
<br />DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S
<br />MAIWIFACRRiER.
<br />STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER
<br />rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt
<br />x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5.
<br />IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL
<br />]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE
<br />PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING
<br />n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR
<br />A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN
<br />INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq.
<br />3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE
<br />,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D.
<br />S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY.
<br />(b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF
<br />7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON
<br />DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY.
<br />B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED.
<br />500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{
<br />(M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL
<br />P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or
<br />10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL
<br />(q ro ExIs7RA: POURED C4NCRETG
<br />(.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF
<br />- 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R
<br />- 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN
<br />- /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING.
<br />(rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE.
<br />At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz
<br />FEMALE D e PANELMATE PLUS,
<br />Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro
<br />ANY FN16M MATERIAL SHALL H PERMITTED.
<br />t/<' F20 SS SIDEWALK BOLTS USED
<br />BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H
<br />Irv10 ANCHORS.
<br />A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l
<br />ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :�
<br />BE AS IAENTINED Rv A1) AND w A.2). N0.44167 =
<br />(B) ro EYISiI ,V"rsVYF BlO•' S * T S
<br />FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana
<br />- ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - -
<br />- 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•.
<br />- (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr,
<br />� CAGE GALVANIZED STEEL STORY PANEL DRon Rr
<br />PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC.
<br />• I l T E�C O �Ha DME
<br />.eat S.W. 51 ]aexr
<br />NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178
<br />: POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr:
<br />Pi. txNJwawuR/0Aw at•OOOE%IP
<br />aA1B1 A i. P.F. ,•-W F -
<br />< elan R, ar as
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PwlariE N,O„OR7
<br />lac a � aa �pE 4
<br />Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE
<br />Aio w d � i eJ ��. *---•1 wnRw—�
<br />N>oHRRErT �\
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />Arm
<br />' tt,s-tD•. vANEtMATE vlus w/
<br />' .. TJe'• . 3/3I' wIM. nRli
<br />(tEVONO)
<br />alAc�T° E�%ocN
<br />WA
<br />MQULM TIQb
<br />scALE 3/1•1•
<br />HLN'1'TCOM
<br />GE3E>NL NOiFSS INI.ID E-Z HANG SfE1.R1 PY�1 SYSIfl1
<br />i E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT 1:11ALW710N OOCUIIEIii (P.EO.) IIIS BEEN VERIFIED FOR COMPLIANCE IN B.,) OIIFeIIUY OIBFpIF1rT OF TAPCON ANCHORS AND PANEUTArz FEMALE IQ a vAIREIAAATE PLUS IH}D CONCRETE
<br />ACCORDANCE wrM THE YOZO (70 EDITION) OF THE FLORIDA BIRLDING COOS. BLOCK sHNE BE , 1/4•
<br />DESIGN WIND 1DA05 S1YAA. E DEIrFMp'EO AS PER SELTIOAI TBYO OF THE ABOVE MENTIONED CODE. 2.2) MRIR4W1 EMBEDNEM Of 1/4Y x 7/e' GAIx-N ANCHORS SHALL 8C IS 7/B' INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JLARISOICOON THESE SHUTTERS wRl BE INSTAt1Ep AND NO EMBEDMENT RITO ANY Ir115M MATERIAL SHALL E PERMITTED.
<br />FOR A DwECTDAIAUiY FACTOR NN1r0,iT5. U/SNIO ASCE 7-1� SMALL NOT ExCEED THE MAKINUM (AS.D.) 1/4' 0-20 55 9DkWi4:K BOLTS Uff0 SrYW:L 8E LONG ENOUGN(SNOUTA ANY FINISH NATFR1At [x15T) 10
<br />DESIGN PRESSURE RAIXII.Y INDiU711t:D ON SHEETS 25 k Y6. D�M.ALCE 3/4' HMO ANCHORS.
<br />IN ORDER TO ,TERRY THE ABONE CONDITION. UL78AILiE lES1CN wIPW LOADS LETiTIMWEO PER AuPCE 7-1e
<br />SMALL E FIRST REDUCED TO A.S.O. DESIGN MOD LOADS BY IWL7WLrN4G THEM fr 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wkl.
<br />ro COMPARE tHESE w/ MAX. (AS.0) DES+ON PRESSURE RAnlJ63 MGG{tE0 ON SLEETS ?s a 26. ANCHORS SrLM.t � LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLIC11 PANELS. ANCHORAGE!
<br />stIN.L E As IAL7ITIDIAED w e.1) AND w e.x).
<br />IN ORDER TO vERRT• THAT COMPONENTS AND NIC:,ORS ON THIS R.E.Q. AS TESTED MERE 110T OVER STRESSED, A 331E INCREASE
<br />IN T ALLOMABIE STRESS FOR WIND LOADS W75 NI M ANAL FA
<br />STENERS SPACING 0 M000 IVLS EE11
<br />DETERMINED w ACf:ORDANCE WITH M.D.S. 2fl,5 (C) ANCHORS SHALL E rA15tAL1LO FOLLOWING ALL Or 711E RCCpMENOATgNS AND SPECIFICATIONS ER' ME ANCMOIr'S
<br />MAIWIFACRRiER.
<br />STORM PAI$1,'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE fY3 BEEN VERIf$D w ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE IEIITIGiEO CODE AS PER FENESTRATIINI TESTING LABORATQNt', NJC. REPORT / 2032, AS PROTOCOLS TAS-2p1, 11 R SHALL BE THE NESPOR618R1rc (7i THE CONTRACTOR ro VERITY 1NE SOUNDNESS OF THE 51RUCJURE WHERE S,IUTTER
<br />rAs-202 A� TAs-To]. Is TO BE ATTACHED To ENSURE PROPER ANCHORAGE. 71US SHUTTER 3Mµ1. ONLY M ATTACHED ro CONCRETE. EOTJt
<br />x. THIS SYSTEM iba5 BEEN DESIGNED TO BE R15TALLEO ON THE OUTSIDE of THE OPENING ACCESSING; TIE OPENING FROM ME OR WOOD FRAME &/1t:01fIG5.
<br />IW$IDF w/o M€ USE OF A LADDER OR LIFT TlDS MMi1CATXlN IS VMS R7tEN XJSTAllAT10N S INTENDED TO BE PERFORMED i x. 71$ INSTALLATION CONTRACTOR IS ro STAL/CAULK All SHUCrzR CtRMOAEM EDGES WHICH REAWN M CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. LL�PICTNT WITH THE BAILQBIF' 10 PREVE+VI wXID/WAIN MTItUSpN CAULK AND SEAL SMUTT£R TRACKS ALL AROUND FULL
<br />]. SL7NE5 TODO INSTALLATION 6 APPLICABLE TO SINGLE AND OOl/BLE NUIK. STYLE WINDOWS 1THEN INStAl1Al1(X< 6 REDUREA 10 BE
<br />PERFORMED FROM THE INSIDE M STRUCTURE 1] STORM PANEL INSTALLATION S1NLL COMPLY MM SPECS RMxGATEp M iNi DRIVRRiG PLUS AN7 BUROMC AND ZONING
<br />n€cuLATIQNs PROVIDED 13r THE JVMSOICIION WHERE TvEg111T t5 APIIIxR
<br />A. SERIES 2000 N751AL1ATIQ1l 6 APPLICABLE 70 SINGLE AND DDl10lC HUNG AND IbR1201(TAL 4.:,OERS STYLE RINOOWS WHEN
<br />INSTALLATION s ro } < FxOI}+REO E PERFORMED FROM THE INSIDE OF STRUCTURE, ATRAN P 1YM100715 AND DOORS INC. E - Z /,APIG STORM , ANR SrSTEIA'• 6 iMeR71! 0¢?pRq.
<br />3. ALL ALWItA1N EXiRU51DN5 ro E 606]-TB ALLOT AND TEMPER (UNLESS O'f111ERwT5E NOTED) 15. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Or THIS ENG9/EER 5 ,sT'71EiUC AND DOES NOT vROwDE
<br />,!M'ORYILt10N FOR A SITE SPECIFIC PROJECT: L•. w1IEPE THE SITE COMOfT10N5 OEVNTE FROM THE P.E.D.
<br />S. ALL AlUMw1A, S,EE,T METAL USED A7 CLOSURES 511AEL FUVE ]10S-H11 ALLOY.
<br />(b) CONTRACTS TO � RESPONSIBLE FOR iNE 5flECtltlN, PURCr1A5E AND NISLAI3J,TfON RMI.UONIG llfE SAFT;fY OF
<br />7, ALL SEER SHEET METAL PANELS S1UAI,l. -AVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAMZED 57ER THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE GOES 1qT DEVNIE F7iDM THE CONDITIONS DE7AREQ ON
<br />DESIGNATION W/Fy. 9e.3 bf (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT ST1f 5 THE CONTRACTOR'S RESRONSIBUTY.
<br />B. ALL SCREWS ro BE STAINLESS STEEL 304 ON 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEFl AS PER DIN (o) T1/L5 PR0001C1 EaaALLIATON DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED.
<br />500T8 W/ 50 bi YIELD STRENGTH AND 90 N•' rzNSKE STRENGTH a SWLL1. COMPLY w/ FlO1NQ4 BUILDING CODE SECTION 241l.l. ].{
<br />(M) SITE SPECIFIC PROJECTS 51+AL1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARuarza wVNCHN WILL
<br />P. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 301 SERIES STAINLESS STEEL WITH ]e b, MNIWUAf ,GELD STRENGTH BECOME TIE ENI.VMEFR OF RECONO tE.O.R.) FOR ME PROJECT AND 1Y,10 wAl 8E RESPONSIBLE FOR THE PROPERUSE Or
<br />10. ANCHORS ro WALL ACTING AS A DELEGATED SPNLL E AS FOLLOWS:SUBMIT iD MS LAB THE SITE 511E COORRDD � �y ENGINEER TO ME P.E.D. ENGIFEER, SHALL
<br />(q ro ExIs7RA: POURED C4NCRETG
<br />(.) THIS ►E.O. SHALL BEAR ME DATE AND ORDlrut SEAL MID SIGNATURE OF THE PROFESSIONAL. ENGINEER OF
<br />- 1/1'0 TAPCON ANC14X15 AS MANUFACTURED 8r ITw. BLALDEX. INC. (DIN. /'e•3192 R-ni,) RECORD THAT PREPATED R
<br />- 1/4• • X 7/e• COAX -IN ANCHORS, AS MANUFAC7URE0 BY DETYALT RTC. (MIN. f'C•s000 uc;J te. STORM PANEL YANUFACNRER•S LABEL SINLL 8E LOCATED ON A READILY VISIBLE LOCATION A7 STORM PANEL IN
<br />- /14-10 PANELMR'ff FEMALE D a PAIIRMArz PLUS ANCHORS. AS MANUFACTURED Bit EL.CO CONSTRUCTION PRODUCTS. ACCORDANCE INTM SECTION i7O9.9.3 OF FLORIDA 8lI1LTTwG CODE, ONE LABEL STALL BE RACED f10R EVERY OPENING.
<br />(rc•NJ330 O.vi,) LABELING TO COMPLY W7ni SECTION t709 9.2 OF THE FLORIDA BURRING CODE.
<br />At) NINR1tIM EMBEDMENT OF TAPCON ANCFIORS MID POURER CONCRETE S/Wl E 1 ]/s' AND T• FOR PANELMArz
<br />FEMALE D e PANELMATE PLUS,
<br />Ax) Mww1AA IOABEOLETIT of 1/1•e X 7/e- cALK-al ANCHORS S1M11. E Ls 7/0' INTO CONCRETE, NO EMBEDMENT wro
<br />ANY FN16M MATERIAL SHALL H PERMITTED.
<br />t/<' F20 SS SIDEWALK BOLTS USED
<br />BE LONG ET{OUGH(SMOLRD ANY FINISH MMTERIAL EXIST) TO ENGAGE 3/4' H
<br />Irv10 ANCHORS.
<br />A3) w CASE THAT PRECAST STONE. PRECAST CG1ICtN:TE PANELS. OR PAYERS 13E FOUND ON TIE EXISTING WALL OR Ea A,.Ti(4l
<br />ROOK, ANCHORS SHALL BE LOAD ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SLXJ, PANELS. ANCHORAGE SHALL�t�CENS�;' :�
<br />BE AS IAENTINED Rv A1) AND w A.2). N0.44167 =
<br />(B) ro EYISiI ,V"rsVYF BlO•' S * T S
<br />FLORIOA BU,LDING CODE Hi h Veloo Hurr,cor/a Zana
<br />- ,/{' r TAPCON Af4C110R3 AS WNUFACTURW BY Irw BLALDEIL INC - -
<br />- 1/1' ► x 7/8` CAUL -ON ANCHORS. AS IAAPKJ<ACRIRED BY IXWµi INC (rm•1300 p.R.i,) Q:, f wm¢• 1At[ca. K r•.
<br />- (✓t4-t0 PANELNATE FEMALE D AND PANELwrz P1t/5 ANCHORS. AS MMiUFAC7IJRED BY ELCO CONSTRUCTION •I"• � Sr,
<br />� CAGE GALVANIZED STEEL STORY PANEL DRon Rr
<br />PRODUCTS {r,n•zo71 P,.7) PRDTECTION PRODUCiT. LLC.
<br />• I l T E�C O �Ha DME
<br />.eat S.W. 51 ]aexr
<br />NMaw >L ,w TEAL ,w AOINa w r:Nw HOE: (ss.� is i Fi�it (e.)FM-rn7 20-178
<br />: POw HPI-,W A : n00 m-,m R. r qa a r r� OAMIIPR Nr:
<br />Pi. txNJwawuR/0Aw at•OOOE%IP
<br />aA1B1 A i. P.F. ,•-W F -
<br />< elan R, ar as
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PwlariE N,O„OR7
<br />lac a � aa �pE 4
<br />Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE
<br />Aio w d � i eJ ��. *---•1 wnRw—�
<br />N>oHRRErT �\
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL Ci�INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PwlariE N,O„OR7
<br />lac a � aa �pE 4
<br />Lp fafAEt��_ q,'•Da RR � COMAE � � r—•.� ,\ OQ lP®IAE
<br />Aio w d � i eJ ��. *---•1 wnRw—�
<br />N>oHRRErT �\
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />1
<br />I
<br />�' ra1�iRP
<br />I TOERpM10HN
<br />1
<br />•
<br />IS
<br />MR
<br />mi
<br />sFirE�.l r
<br />I S ,
<br />1 I I
<br />1
<br />1
<br />1 >i
<br />d j
<br />I A
<br />i , .•.-m] .• � - ,
<br />�aY�► e ; w atm � � M�r�•
<br />I � I
<br />I
<br />RMfNI® 1
<br />!•�-m�yr,M� • f
<br />CAN _........
<br />WALL AND DIRECT MOUNTING INST.
<br />0 SECTION 2
<br />B swroma RESLRwOWMS mR
<br />,Y[ V NI 4T 1R N AS
<br />Y E OF ME . ( OF*
<br />, W taMNs OR
<br />[��]-DN/• Ar AeMWT71sEl aRy� ERR
<br />" W46 YDQ rs mrMeoN K' fFcmQ
<br />0 � sew ANY WOO, To 140 A`
<br />eD . ma O•E•e•a
<br />s1J u
<br />1
<br />t _
<br />IFIIF M e , OL +
<br />, C
<br />1 R
<br />o�Hl m 2s]5 1 Vr.-1avy.• ��1
<br />, FCR Ir.. I 1leYPi/aF'
<br />, id GLASS. 1 1Ma M •
<br />1 1 wBR' 9,MRM
<br />1 1 $
<br />R� r•�
<br />1 j
<br />�rMlirT�r uul° � ,1 � N
<br />6 c•A +
<br />I 3 w•L
<br />TO.
<br />SHALis
<br />L
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />O OkR 3l-'-to-•r•-<P•-
<br />wrylRA
<br />IMF
<br />+LUR°AaoLR°'WNO
<br />Rim TO TO CEDING MOUNTING INST.
<br />9GlE J/9.1-
<br />ion
<br />a aa9 � b w NYr
<br />•JH.a-ouT MDUNTrNG INST.
<br />SECTION 4
<br />9l.AtE 3/Ff'
<br />FLORIDA
<br />ob , r r rs
<br />w
<br />lWiq
<br />1
<br />,riNsro�nWY1MwJ
<br />�M•
<br />•,Qf OMA
<br />NS
<br />3
<br />a CIO -Cu
<br />cn
<br />COO —Cu
<br />vaA-
<br />,a-
<br />vr NRR°M°°"a, RnwO°a
<br />N
<br />N Q � �
<br />� Q 0 O
<br />C Cu
<br />O O O O W
<br />0
<br />z
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />�dY 'tt7
<br />O L:AJ
<br />✓ C
<br />. f3.
<br />O L3 Avi.
<br />zS m X
<br />C� CO -
<br />to Q 4
<br />� G �
<br />+cue �
<br />+m
<br />E� c
<br />O � Q
<br />e•R •3 >a
<br />3 i
<br />c�
<br />d•
<br />W a
<br />� V
<br />Q
<br />,4•cn
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />W
<br />O
<br />U
<br />� O
<br />V�
<br />W
<br />LLl
<br />Q
<br />Z
<br />z
<br />Q
<br />^J
<br />LL
<br />SHEET N0.
<br />SH 1.2
<br />
|