|
V
<br />0 >
<br />M .
<br />-
<br />END 9L0S!jRLa DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK 08 WOOD STRUCTURES; VALID FOR REGULAR. LIFE
<br />.
<br />SAFETY A E-Z HANG STORM PANEL I SYSTEMS
<br />It, I
<br />IL, I
<br />I
<br />I 11- 'N I ,
<br />. (4) 3) JP OR POOREP co-Omm
<br />bm"
<br />I .1, I is , w" Ism ;, . 3- . 00, 3105 . - I. OR
<br />oP aa
<br />_ I .*.' *MO FVNIF 600-1`6 Aum cow 'A'AI _
<br />. -1 I �� & 19 WOLiAn
<br />L�1,4
<br />S, woA ,
<br />NAA;LF aff� ,/.,. A , j/., I
<br />I ,/
<br />'t I * ot I
<br />- 2 112- 1 V.W.00, a 2* ot
<br />it,
<br />:��, E.
<br />La,,.
<br />= 3
<br />4 =
<br />POLO= comoirim co POURED �
<br />�, 'I 114*0 . 1 3,
<br />PLOCK OR 21" I ,!*aTAPCW I
<br />. 11" = - , . 6 2 I_ d
<br />REOLN" CoNcRalt 11LOO, OP I 1, I- ANO-OR 0 11 I I
<br />2 .4, 0000 F&W I / I 12, arl 1`` W.,:- , IT; , ,
<br />, I I P_ ,
<br />_. " _
<br />, 0
<br />11 I - I I
<br />I
<br />. - I ,
<br />/_ I- ." ", , . , V., I - . . -.-. � I � I
<br />y/_` I - 1 -- -_
<br />\�- -VIG "'� iffin : � -i,w_ ANIaNO. I I ALIERRAIE LV. JXAt-:Xl -
<br />It - " 7
<br />� 0 Ir cc M
<br />i 1* , 1: :
<br />�,_,
<br />I
<br />. , VARIES � .:r C
<br />- - I I , ': cow
<br />: < L NUN 'Nur CA
<br />I
<br />� I
<br />_� IL COCO 31 -W13A SHEEI "Ou"t rONCArrL_ cow -WIT
<br />�q -1 # t IT Mr, I 0
<br />--t
<br />, � I - r- �. kIma PEW �11 BLOM OR ),.A, WOOD Iftme
<br />A 4- k T25' 1 7 ,I _ .
<br />,r ,
<br />I - "OUWD
<br />3105. ,
<br />mi. CA 1, - I ", i/' - - I /
<br />1, 7. , �
<br />`� I 2 I/ , . 11I , `'r
<br />60.-Tt AIL In " - /' - .
<br />I
<br />,., W... 4 , ii Ii . I
<br />,/., 4 EPOLIT A
<br />'a
<br />R"
<br />0 12* Oc ",A •,�, , " OOTT'
<br />M - TO Au., 3,
<br />.1�_Iw a-., Air. ARGUE
<br />CASE B (PLAN)CA D PLAN)
<br />SCALF f/4'.1, SCALE 1/4--t- SCALE 1/4". 1 - SCALE 1/4".1,
<br />- - - I . I 'SOLID -SET OR a.--.
<br />PA.UAaAlt
<br />11 OR U00
<br />� - I rIEMALE 10 AND -
<br />IL.\ , ... ,0 TOP. 95rw OR NO"",
<br />� , 4 1) .(9 OP =0=' c"S"A" rftw " I
<br />•7'.4,
<br />I 59 � -4 OR wagav SIDES a, OPOING 09.3a 0,
<br />.
<br />- =Ifo"w%R VA I -I'AiIIE W=" as APKJGAW "(C' A I I)
<br />r 4V I (MIN PANEL -7 1 1 4) & V
<br />OVERLAP BEYOND 2,,i`1 Sam FAKIR
<br />Atalfflin
<br />I
<br />.fj-L
<br />OPDVNG ROTH) `,A =4• 1'i,
<br />�
<br />krow" . "
<br />� � -
<br />I . I / - A
<br />I- (I jt OR(k \ " f, / I
<br />....__...." I VANES � 4 11� / I teEw Z,A= FROK
<br />,
<br />- ,.. REM 'a
<br />S, ma, I I 1, _ - ."LL �Mrwp wl M AANEII
<br />X - 8 0 DISTANCE "I-n-77----�L :-X-)
<br />, �j
<br />. - "e / I
<br />- I
<br />- .1, - _____L11
<br />I \ �' Ile- " SPIN I
<br />. \ I eal"4300saiNaIPTAII,
<br />*C09VAkP"1,`I1%/>.'
<br />1/4'-I*
<br />" SCALF
<br />.L. \ It .- ......•
<br />\ I \ ell "o"" . , "
<br />VALO FOR DIRECT MOUNT INSTAL.1-A"Cia UNLf & I
<br />N
<br />�
<br />_/ __ wellc,i ,�#,i%ycuosi.%�s "_$ CERT'FAD PANEL IWALLA1011 Al WALLS W1
<br />'
<br />I.., 1.
<br />1
<br />SURFACE XYFL VARAT" *KrWk 3/4'
<br />f i' No 44167 iq
<br />a RK � � Ie i
<br />-
<br />% . * . . FLORIDA BUILDING CODE (No. nh Velocity Nu, Icon* Zone)
<br />.
<br />. - - -_ -_
<br />C L --�_ STAI t U, ..Q7 C on" 'I'Moo. II,c. 1 24 WE GALVANIZED STEEL STORM PANEL ly
<br />i,. 1 4z f I P%AaIi In
<br />SCALE ,/4-.i- SCALE 1/4'-I' "'14�-e"..."'OAk'30, .W ,- _.. �_
<br />-
<br />'S` ` ("; , 0 INC " L /on
<br />",,�,,,54t - ��;�_ -�� IILIEC � MOBAL PROTECTION PRODUCTS. U.C. "wx
<br />I �
<br />,1 .; - S. 51 S-w
<br />ne e ,/ , " d ""
<br />/ ILA.�_d> = i%zr_11 tw.u. &V �1 I =,I.
<br />",,L ,
<br />I - 046p.-ING - 005=6n - "$."-". rIa, 1.3,W-470 20-175
<br />,
<br />L�
<br />-C SEALIUCHATIAAM C.-alsall's - I . � - na� "Zol 1-1-'1171[ Raw a 01 w
<br />L_ I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING Uad-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />. SCHEDULE FOR REQJJLAR FORM PANEL (LINSTALLAIMIS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. &S,O,
<br />DESIGN
<br />MAXIMUM ANCHORS SPACING MR EA - AS SHOM ON SHEETS 0 III I
<br />-
<br />-
<br />APRTBU`
<br />VAIGMUM
<br />PANEL
<br />TAPCCN
<br />LAG SCREW
<br />PANEILMATE
<br />FEMALE 0
<br />PAkELNIATE
<br />1 PUS
<br />WOOD BUSHING
<br />PRESSURE
<br />RATING
<br />(P.s I )
<br />ALTFRNMIVE�
<br />I=.
<br />OF lailEw
<br />LENGTH
<br />.L.
<br />(00
<br />t2r-
<br />it
<br />ly
<br />I
<br />,3,
<br />IV (MR)
<br />___
<br />".
<br />13*
<br />_i4,_
<br />Ir
<br />ir .
<br />IV owuDeA
<br />-
<br />__ - -
<br />il.
<br />____.______.__.-------
<br />a 1/2.
<br />6 Ilzi
<br />, 112.
<br />21i crm
<br />_.�Yr
<br />-
<br />- __-
<br />B�-
<br />__._1i_,T___
<br />-
<br />-IL
<br />, I J�
<br />_. _. .. 11 '..
<br />. ,/a-
<br />- - w
<br />I . � _____1____._
<br />I2 I 2
<br />.
<br />.
<br />4 $/A-
<br />_
<br />, - - -
<br />_.
<br />211, (WIT 1)
<br />ill i
<br />- ___
<br />51-0"
<br />OR
<br />LESS
<br />- - .
<br />1.
<br />
<br />a'
<br />- --- -
<br />.- - __!1 -_
<br />- ---..-
<br />30 OMOR)
<br />- -
<br />.3,
<br />13'..
<br />_B'______!i
<br />i]*
<br />13*
<br />-
<br />. _ it -
<br />OR (lop)
<br />49 (WITOM)
<br />.45, -45
<br />OR
<br />LESS
<br />� - I - 3* ---
<br />_ -
<br />- - -_
<br />13-
<br />____
<br />Ir
<br />13,
<br />- I
<br />43-
<br />R*
<br />3.
<br />13-
<br />13,
<br />a ,/7' -
<br />1w Enw)
<br />___
<br />6 1/2-
<br />6 ,/2'
<br />6 I/2'
<br />6 1/2-
<br />6 1/2,
<br />2w (TOP;
<br />4. _
<br />I_
<br />f.
<br />i-
<br />? --I',
<br />T_-/ ��
<br />iw
<br />((e9o0n11
<br />>'1T,
<br />o
<br />
<br />4 1/?*
<br />4
<br />6 1/2-
<br />-6--7,
<br />-_
<br />6 i/2"
<br />-0--)M
<br />x(iap)
<br />I- ,.
<br />--
<br />1/„
<br />2_-
<br />./
<br />)_
<br />-
<br />-I,ff---IF
<br />_6
<br />z:-
<br />-
<br />t (w
<br />,aI�_-91/2"-
<br />,r3-
<br />-
<br />,-
<br />-4i-
<br />i qrwWW
<br />I ,
<br />-
<br />Ia SEE TABLE I I FOR MAX. A.S.D. DESIGN LOWS & MAX. PANEL LENGTHS WHEN SPACER §-A IS USED. 0ORRE3P=*1G ONLY - TO ALTERNATE 2W ON SHEET 6 - I
<br />,/4'. Tw.
<br />ANCHOR 0 T 0 C
<br />I
<br />E.D.
<br />a
<br />j �* IN,
<br />I-SUNAPATIDN'
<br />I 70 CLAM
<br />4
<br />;'1 'I 4; 11
<br />.1
<br />- E�0.6 7
<br />CONCRETE OR
<br />CONCRETE SION ,
<br />WOUIRED I 1. �
<br />"'" P"-EUV1I1;P-4-_
<br />A.S.D.
<br />DES"
<br />SURE PRES
<br />Ulm
<br />(0-6.0
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 At 7
<br />APPILICTOA&C
<br />TERNA
<br />ALTIVE`
<br />0 & An1.
<br />COMB"MION
<br />OF nIIEW
<br />=
<br />ur%6T,
<br />((I"
<br />TAPCON
<br />Lot SCREW
<br />I
<br />PANIELMA7E
<br />FV*ALE LD
<br />PANELMATE
<br />PLUS
<br />I
<br />INDOD BUSHING I
<br />3�
<br />L
<br />�_
<br />13-_
<br />-
<br />IF _10Q�_
<br />11w1iDe)
<br />_ _Iy�_ -
<br />".
<br />_ ___ __,_
<br />13"
<br />__13 _
<br />t3,
<br />_ -
<br />13-
<br />_ _
<br />_
<br />a'
<br />I—
<br />±_!_4!•__
<br />6..Y��
<br />±1 I
<br />0 I/s,
<br />2w (TOP)
<br />-
<br />. . .__ - 1 4-
<br />....
<br />
<br /> I - _
<br />I 11�*
<br />.... ��'_
<br />6 I/ 4�
<br /> .
<br />� . -
<br />� _Ir�*
<br />I2 sn;, -
<br />.
<br />- '.
<br />"ii 1�4
<br />.
<br />L-
<br />-
<br />"(,w"1)
<br />3R 600)
<br />61--O .
<br />OR
<br />LESS
<br />- - _2�'_
<br />I i/2-
<br />_
<br />'.
<br />_
<br />11
<br />I
<br />8-
<br />__ . - __
<br />SO, (97TON11
<br />- -
<br />13*
<br />- - ___
<br />0,
<br />- __
<br />Ir
<br />__ .-
<br />It
<br />-
<br />13'
<br />-- -
<br />" (709)
<br />L -
<br />"I15. -45
<br />13,
<br />15'
<br />13,
<br />- I.,
<br />. .,
<br />-
<br />3.
<br />13.
<br />jj_b,
<br />AN 70M)
<br />-
<br />. To 73
<br />75.-
<br />13'
<br />u.
<br />L____
<br />-
<br />I,.- - __
<br />I
<br />- V_____
<br />Iw (TOP)
<br />- -
<br />- __1!
<br />,3,
<br />& 1/2-
<br />6 I/?
<br />6 ,/2'
<br />2* (w)
<br />a 1/2'
<br />6 1/2- _
<br />_ __
<br />6-Ti4ii
<br />1/a'
<br />__ L
<br />12 112.
<br />j
<br />__ -12
<br />- - ---
<br />--
<br />j ,/,�
<br /> .. L_ L
<br />- -_ __ - - _
<br />imf,
<br />j�_6joi�
<br />jjj-�iii�...
<br />-.-.. ..,
<br />�-SO'
<br />TO
<br />r-s*
<br />-
<br />-
<br />.-'�? '
<br />-
<br /> L
<br />r
<br />L
<br />' 5�
<br />5 ,/2'
<br />" -2
<br />
<br />'.
<br />-
<br />a'
<br />
<br />
<br />3w "arcm)
<br />� ----- - -
<br />MR (lop)
<br />- -
<br />- ---. I i.-- J____�:__'_
<br />--L'----
<br />13"
<br />.---.-
<br />13 .
<br />- , -
<br />5 ip-
<br />I. - -
<br />13.
<br />ti,
<br />-_
<br />1 3.
<br />-13.
<br />-- -
<br />13.
<br />I-----
<br />,o-Fx(60FMwI
<br />I* SEE TABEE 11 FOR VAX. A,&D. DES" LOAD; & MAX. PANEL LENGTHS INHEN SPACER 15 USED. CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />TABLE
<br />it A
<br />-
<br />ALM DES" I=
<br />MA)MM PIMEFJ
<br />LENOW
<br />40 PSF OR LESS
<br />s'-s'
<br />> 40 PSF TO so PSF
<br />1
<br />6'-2"
<br />I , 50 PSF TO 60 PSF
<br />-
<br />_
<br />S'- 10'
<br />& MAX PANEL LENGTHS ARE ONLY VALID FOR iNSIALLATi)NS
<br />W/ PANEL MATE MALE ID OR PANEL moATE PLUS
<br />ANC (9Sad Hef, 112' 0-0
<br />Ir . . _�:..144.1,-
<br />.
<br />I .. CEN .. .
<br />. .
<br />i : . 44167
<br />f
<br />= . I
<br />. . " '- _
<br />o'i 1
<br />I Dl�, --',,t
<br />- "I �-
<br />Att_
<br />BUILDING CODE (Non High Velocity NUATNeone Zo_)j
<br />--FLORIDA
<br />�. IkIftsm IN:
<br />2& GAGE GALVANIZED STEEL STORM PAWL
<br />I _"0,,
<br />'
<br />ILIECOome �
<br />CLOBAL PROTECTION PRODUCTS, U.r-
<br />wrt""
<br />.
<br />!i-
<br />46�
<br />Aw $a 51 Saw
<br />W n 3"'.
<br />Q��
<br />MID.L (4!IiI)w_Tbw 1AX M-00-mr
<br />20-05
<br />CA-Isaw's
<br />.,a iw
<br />,a
<br />.- :--_:14iE:F�Et�
<br />-
<br />a'aaaw,
<br />FrN rM A MO .I'. ..
<br />I
<br />ANS, 7 P, If
<br />,0110. LIC, # _47
<br />INTO
<br />--------
<br />INSTALLATION DETAILS
<br />FOR LIFL SAEM
<br />PANEL
<br />(_1)
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />STRUCTURES
<br />I ?,.,a E.PCON
<br />EXISTING POURM
<br />C CNF�
<br />00
<br />- -
<br />ANCHOR 9 V* Ot
<br />Coft"M OR
<br />CONCRETE
<br />BLOCX
<br />, I
<br />" I
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />. , ,
<br />, ,
<br />010imm
<br />4 � -1
<br />11
<br />,
<br />11
<br />, I " ,
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<br />LOW-.,
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<br />0ONCRIFIC BLOCK
<br />REOURED A -
<br />1400`11!
<br />,
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<br />1/4.0 PANELMUL - - -
<br />RUMMEL
<br />0
<br />REGLAM PANELS
<br />ANCHOR (B"o)
<br />0
<br />WAU-MOUNTINGS
<br />SCALE 3/0-i-
<br />ICE SHIM is & $6 FOR Aw"ORS PVC 6 SPACaw ,OR
<br />OCRAWATIONS Iwo w= Fa" outDom.
<br />, ANCHOR SPAUM .No a3wihm EWEDSEANCL
<br />ARE NDICATM ON I411 SCNC:P'.E- r0k E-0 LESS li"
<br />odst-AIRD OM 00011sUCE PEXCE I00101 SO-feall by
<br />"TIPLYM SPACOM SIMON ON SCHED,XLE Ff "
<br />raLLORTIC, FACTORS. FOR THIS OPERATION To K POSSMILL
<br />REDUCED SPACING 011TANCIs I&AC IFIC" SRALL MW K
<br />LM Tk" braNKA, VACOC .'O'CATED FOR E.C. .W-.m
<br />TM ON INS 9CMrDULt
<br />4140140 "Pt
<br />./r.
<br />Trove
<br />[ 1/.,.
<br />"0411man
<br />PLO I
<br />waaa^ 402.0 w0cox (w]
<br />I
<br />c r1wals !A!--,-
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<br />I -
<br />FLORIDA BUILDING CODE
<br />,----- - - -------- - - ____ - __
<br />MAXIMUM-.A.5.Q. J9 .%2L_eRU5yRE RATING (2AMI) AND RRESPORDING MAXIMM ANCHOR SPACING SCHEDU
<br />M-ustUAR-SID .1-INSTALLATIQNS-INTO -0 QfM jk ONCRUE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL01 INSTAILLATiCINS AS PEP SECTIONS I THRU 6. ON SHEETS 4 III 5,7
<br />Mail A.50
<br />V Rah
<br />F,P '�SURF
<br />F 1MG
<br />� .1)
<br />MAXIMUM ANCHORS SPACING FOR WIN E.D. PM SO4EDAR1 BUD* III
<br />-
<br />I .PPLICAP11
<br />T` ,
<br />j SECW6
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