|
-
<br />END CLOSUjtES DETAILS OR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY E-Z HANG STORM PANEL (b SYSTEMS
<br />,,'
<br />.,� I
<br />I I ,
<br />`11 I
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<br />Q O" pl=�W..2. 3. 003 - .A= I M-14 Got�- I r.41 wmFamw
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<br />W43-TS ALLOY
<br />_j T M. pwvim AHOUT ill" 1/4C0*MTI�3l`4-' . e,,, I
<br />41 ,4, "
<br />'o-, I a 112. TA -CON 0 12' D.G.OI
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<br />: $ ,
<br />HIM. w - I
<br />#11
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<br />,I' I I/-*- - 1 3/4' ,, i ...... 2 1
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<br />� . 11* cc I VAPKS . 2: - 2' I M*
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<br />1'�'11 91 M. W. L 41
<br />�'. I
<br />, �;, �, I ,010' 3105--MIS4 POURED, CORO*'?E, CONCRETE
<br />2 . I 1. 1FHA,. WIAL AUM am = I k0C1 as 2*.4* VOM FRAME
<br />3;01-1111: t7v V \ ,-J� / , :r,- I / \ I I fl. - �- REOU*rl)
<br />7/
<br />Coast. 'X , -11, / - 2* - I ;I /
<br />� AWL
<br />L AN - \\-,/
<br />I/is' ! W� 4 . 072'
<br />. ,; . 4',.
<br />12 cc al-F, on ow-m Au"),
<br />*100,11.7 C-4 Ak- ANOU
<br />CASE A LAN)CASE B (PHA
<br />SCALE 1/4--i- SCALE 1/4'.t- VALE 1/4'.1- SCALE 1/4*-i"
<br />! - , . SOUR -SET 00 CAL.-M
<br />JW 1�1 � I I PANEUMATE _
<br />, . I IAlq
<br />��.m .! 3 0 f4 m ==' 9": .AARLAWLE
<br />I.SX �. M. I OR 2%4' MM $C"EMU vm.�
<br />- 114ts
<br />- (Aaw o,2eL * . mmfmw=w% .� \ F%4&t PMWJPf3) ME APPLICABLE
<br />`MEL - 2"., NOrtwt I I - Ir. %- T & (9
<br />OYMAIP.E1-0 ..I
<br />Anai .."to
<br />ol"No voomm) POUND COWRM. 0OFICFm . � " �, V, �,,&,. �,�,,,�.�,
<br />I cu , ,,i,,,�',,.-,',��'.."��-,�.. .1- " ,
<br />I
<br />W= Do Liewoo riamm: I
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<br />, RECUME :," 1, ,::""; ,,�, ,,,�, zl.�. - I I / I
<br />. , 1, .. , L., . 4
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<br />" /
<br />"p/.,
<br />,;, �, .: ,
<br />11,; ,�.,4,;�,�,,,,�,',,
<br />.." .,:. . ,
<br />1 4 VAMES / (2) .(2) OR (J) \ I , / , I / (i,/am Kw tn= now A,
<br />,PARAILLIEL TO
<br />Sp am I -- vu (NEVER cut END PANIL)
<br />;
<br />I X - 90 DISTANCE z�-I--�7- . I -MI)
<br />I
<br />rl I -7-i�l
<br />'X
<br />. / I
<br />� i'z , I
<br />I \ . �
<br /> IL j
<br />, - - - - - - - - - - I 0,1411,114",
<br />", / =19�. �
<br />\ , , 4, " .. 0=111, III 100 'N CASE G (P
<br />a- ,
<br />,e \ / ,�tjk A, 5411, w" SC.kIE 1/4-.1 -
<br />\ 11 - I.- I
<br />"or 5t--�ii���"'
<br />1�./ \ , - Z VALID FOR DIRECT MOUNT INIVIALLAI)ON ONLY 4,
<br />e,•..�?N
<br />. CERTIFIED PANEL INSTALLATION AT WALLS W1
<br />.
<br />. No, 44167 %. I SURrACE LEVEL VARIATIONS WITION 3/4-
<br />1
<br />1 ; * .: Is, I FLORIDA BUILDING CODE (Mon Wftgt, Velocity Hu. tons Zone)
<br />.
<br />L -:� 1,
<br />CASE E (PLAN) So . . It, ..;t 24 GAGE GALVANIZED STEEL STORM PANEL I.P.
<br />,
<br />A/ as", ""'c' is-
<br />SCALE 1/4-.1- , . To, 1 era* ft
<br />i(OR10•
<br />SCALE 1/4-.1- . .. ,
<br />. . - \
<br />X7 ... ...
<br />. ,.
<br />6, , \, " so /"IN"
<br />-
<br />,
<br />I . . I
<br />,%,;,F`- - � I IL I F C 0 IN C. \ GLOBAL PROTECTION PRODUCTS. U.C. b.?L.
<br />911.�i/tvj�141
<br />- -
<br />1,001 - iL- .•.m Is. a, Now
<br />/ / 1.0 - ... - a. im, �V%v. WW4 ti 3331-
<br />/
<br />/ 20-175
<br />"OWL (NM
<br />. I - areloon., `. moal- )@W?b-k m ,PoHPEM_q"Y
<br />W.1 .ramI - " OVA" ON,
<br />. IT oRk"sonvAttlacy " 0 CA - Trial 19 ift.^I
<br />WITY, %nn I w to I
<br />i
<br />MAXIMUM A.S.D. DESIGN PRESSURE UJING (2.9j.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL rl) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL&NSTAUAT)ONS AS PER ALTERNATIVES 1W T14RU 4W, ON SHEETS 6 & 7)
<br />MAX. AS D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.- I)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7
<br />APPLICABLE
<br />?a
<br />ALNWrNo
<br />jj=
<br />or THEM
<br />M
<br />PAM
<br />LENGTH v
<br />(n.)
<br />TAPCON
<br />LW SCREW
<br />PANOMIE
<br />FEMALE 0
<br />PANEUIATE
<br />PLUS
<br />ill= wsmw
<br />13'
<br />L
<br />-
<br />,11 F�
<br />-...--1-3,------13'
<br />3 !--
<br />-L --
<br />T
<br />-
<br />- - To '/2'
<br />20 (W)
<br />1
<br />6 1/2-
<br />-!�L
<br />a 112-
<br /> -
<br />6 1/2-
<br />-i-vff.
<br />
<br />. - -
<br />-
<br />-- ,-�ii�-----
<br />I;I 1_12-
<br />---
<br />6 1/4-
<br />-
<br />29 !!or')
<br />W-O'
<br />--
<br />- 1. _ _
<br />a-
<br />_ __ _ __
<br />_
<br />as
<br /> -
<br />-, - -
<br />iv (TOP) -
<br />on
<br />LESS
<br />- - -a
<br />To,
<br />_ -
<br />a.
<br />-, -!:- --
<br />-
<br />a'
<br />DO
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<br />1.
<br />� (1111011111111)
<br />-
<br />- ----
<br />- �
<br />- 1 13' ---
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<br />- I—
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<br />4W (BOTTOM)
<br />+456a-45
<br />-
<br />W
<br />� -
<br />13'.
<br />- �
<br />W
<br />--- � -3
<br />13*
<br />13'
<br />13'
<br />13r" ...
<br />1 I/2'
<br />. -
<br />ITT (top)
<br />Len
<br />- ---9L!.r
<br />13,
<br />---,---*
<br />13;
<br />- -
<br />13
<br />y
<br />(wrlom)
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<br />----i-ii,;-
<br />--
<br />--2--1L- -
<br />6 lIr
<br />
<br />6 I;i;
<br />(w)
<br />-- .--$ ---------
<br />-
<br />- .-----.-
<br />4 t/2*
<br />-
<br />. -
<br />4.
<br />
<br />ISTill�
<br />--- - -- --,------
<br />5 1/2-
<br />i27/-2'-i'/�;
<br />6 1/2-
<br />--
<br />
<br />-
<br />---------
<br />(Ban..)
<br />--
<br />j
<br />>w-o-
<br />TO
<br />14'-4-
<br />7"
<br />-
<br />3w- ii-v
<br />.--.-..-.
<br />/_ 4 12
<br />--------F.-..
<br />- t/2*
<br />.
<br />-
<br />10 1/2'
<br />- -
<br />9 I /2-
<br />--
<br />12'
<br />.t:'_i;
<br />w(To-p)--
<br />I
<br />-
<br />I 1F-
<br />- .1' '
<br />I ' '-
<br />i
<br />- -. --
<br />-'-. I 12F
<br />I- 13- ---
<br />8 lj2-
<br />So (SOUP)
<br />I
<br />I* SEE TAME #1 FOR MAX. A.S.O. DESIGN LOWS & VAX. PANEL LENGTHS WHEN SPACER " 11 I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAN. S.S.D.MAXIMUM
<br />DESIGN
<br />PRESSURE
<br />RAIRIC
<br />(Pi.t.)
<br />ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 5 As 7_
<br />APPUCASU
<br />10
<br />ILTUMTK"
<br />AAr".
<br />OF I$,"
<br />MAXIMUM
<br />PANEL
<br />LE*M
<br />-,
<br />(ft.)
<br />TAPCION
<br />LAC SCREW
<br />PANOLMATE
<br />FDAkE 10
<br />PANELVATE
<br />PLUS
<br />ill= Km.m
<br />Is-_
<br />ir
<br />13,
<br />13'
<br />".
<br />I" ?7
<br />�F-
<br />- -- -13---
<br />-----w-
<br />-,--S-----
<br />T"i
<br />--
<br />13.
<br />1 1/2 .
<br />6 1/2-
<br />. 4 I72`---A'-i-/i;-
<br />6 f/a,
<br />211' (TOP)
<br />- -
<br />-
<br />-
<br />. - T
<br />s'I•
<br />Em
<br />-
<br />-
<br />---7
<br />--
<br />-.---
<br />6 1/4-
<br />1
<br />-
<br />- -,----
<br />12 112-
<br />-
<br />8
<br />--
<br />--
<br />--
<br />6 1/4'
<br />--I
<br />-
<br />--- -
<br />2W .-)
<br />" -(w
<br />!7!L-
<br />7 t/2
<br />o
<br />a
<br />iw DM
<br />)T
<br />-----.-1.---
<br />!Y
<br />--�-'---..----I
<br />--,
<br />,13� ---
<br />- .-
<br />- -IY
<br />
<br />1 -
<br />!-ill
<br />--------------.-.,,--.*-�--
<br />1
<br />--
<br />13,--
<br />- 1-
<br />13*
<br />lw�)
<br />)BOTTOM
<br />TO
<br />. -76
<br />.73---L3�-
<br />I -----
<br />13-
<br />-
<br />13,
<br />.
<br />".
<br />- -
<br />".
<br />11 -
<br />- -T----
<br />Ir
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<br />to• ,
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<br />Ir
<br /> .
<br />TV
<br />-- ----
<br />ir
<br />13*
<br />as vi�-
<br />Im, martiam)
<br />6 Tjr--
<br />--i -1/2�- -
<br />14-1-/2�---
<br />---G-1j2-;-----G-1hw-
<br />ii-Rd)-
<br />------------------
<br />-- -
<br />- --
<br />4 1/2'
<br />--
<br />-----
<br />1.
<br />--
<br />6 114- _
<br />---
<br />7 1/2.
<br />"
<br />.
<br />_.6 1./4- --
<br />-
<br />-- - --- - --
<br />21111 (worr'.)
<br />3w (TOP)
<br />To
<br />r-s*
<br />12 1/2'
<br /> --
<br />7 1/2'
<br />------
<br />
<br />r
<br />I 3 1/2'
<br />a-
<br />W
<br />ii-ikriiiij
<br />-
<br />Ir
<br />---
<br />I
<br />-
<br />W
<br />-
<br />3'
<br />--- - - - --
<br />
<br />- (TOP)
<br />I
<br />.-- ---
<br />1 13- .d
<br />----
<br />13, 1
<br />_ __
<br />,i_____t__2__f
<br />,.,.
<br />_%a�2i' . .
<br />,41111
<br />(90TIONT,
<br />I
<br />I, SEE TABLE #1 FOR MAX. ALSO. DESIGN LOADS & MAX. PANEL Lucrits WHEN SPAM 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
<br />IMLL-U
<br />JI, .
<br />A.M DESIGN LOAD
<br />PANEL
<br />MAXIMUMH
<br />LENGT
<br />40 PSF OR LESS
<br />_
<br />W-0,
<br />> 40 PSF TO 50 PSF
<br />I
<br />W-2"
<br />-
<br />> SO PSF TO 60 PSF
<br />-
<br />5,-10,
<br />A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSIAL3AITIONS
<br />W/ PANEL MATE Fp11ALE ID OR PANEL MATE PLUS
<br />ANCHORS & ill/ " SP L*,90-t!q4 1/2* D.C.
<br />. _
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL(J)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0 TAKOM �ftllo 1/4-0 TAPCT ....... . . POUND)
<br />ANCHOR 0 0* O.0 : aft ANCHOR 9 0 0 C, m 00
<br />X.1", CONCRETE 8=9 �,�; - , COMCRM BLOCK
<br />,
<br />.,
<br />� REQUIRED �, "I: K04vco
<br />I
<br />I. *
<br />I" ,
<br />� I / 02', � -.-(7 )
<br />1"'. 1, I
<br />I
<br />. I '
<br />I - 1/2- 1/4- ! , , 1/2' Ile
<br />�1-1-1 ,,, ..
<br />1'111'1`11- �� , 1�� INIX., w
<br />I
<br />I -
<br />1 -01
<br />: i
<br />0 EXMTIN" I , .a -
<br />.0
<br />uAs$ J. ,IF ., : - 3�
<br />" M.Mr-r-s., I I
<br />I I f 1 , 1L* klo`.
<br />IT - -- I - I I PAWL LENGTH
<br />V- - -- , i (SEE tLrVATON
<br />I'mor, I ON SHEET t2)
<br />!-- . I I I
<br />. :
<br />mWoou'llp � 1.0.6
<br />CONCRETE Kock :
<br />wouon
<br />1111'0 PANELMA11 S, -
<br />ANCHOR
<br />For 12 ,/;p EIC
<br />SEE *IEM 15 IF It TO ANCHORS TYPE SPACING FOR
<br />INSTAILULITERTS INTO ill= PWM
<br />MOOkOA AWIFOR SPACITAN AND AMMM [OK OWANU
<br />AN OOURD 04 THE SChtk4L MR LD LESS Issas
<br />INDICATED 0 SCHEDULE PtOM ANCHOR SPACING BY
<br />.m.= **M ON SCHEDULE By Im
<br />f*UDWW FAVORS roe THIS OPMtM TO K MSML
<br />NOW[* SPAC4%0 091AWD LUC FACTOR SMALL "Or K
<br />LM INAN NNW" YWM IFIGICATED MR EACH ANCHOR
<br />Tin ON Ile SCHEDULE
<br />.
<br />1/4-.
<br />,/*..
<br />&lam TIN
<br />-
<br />UPM
<br />-
<br />Pot**
<br />PLUS I
<br />UNUM ANOM VMW 00
<br />Is
<br />,
<br />=--
<br />---, ---
<br />--z --
<br />="-w
<br />1-n
<br />samms. UK wommuss: ow
<br />avm
<br />I IeT
<br />N.
<br />:
<br />2 111'
<br />as,
<br />F
<br />Y. -
<br />*.It;
<br />,.GD
<br />3,'
<br />.
<br />.
<br />-
<br />I' ar.
<br />1`0107101
<br />0 GLASS.
<br />MP4
<br />1
<br />I
<br />.
<br />t,,,1�1,
<br />,
<br />. I
<br />D.STINK, Polum (:.*
<br />CONCRETE OR
<br />CONCRETE REBLOCK
<br />QUIRED
<br />1/4.0 PANFLMAII 4-1%
<br />mic" (BEYOND)
<br />WALL MOUbMNGS
<br />SCALE 318-1-
<br />:
<br />" -
<br />,
<br />v,-., FT
<br />.
<br />Z�o 1
<br />I t
<br />I.
<br />1
<br />I
<br />I � :
<br />1
<br />4
<br />'L* MAX,
<br />1
<br />it' PANEL LENGTH
<br />;
<br />Na EL&ATION
<br />i
<br />ON 94m 12)
<br />-
<br />I
<br />--- �
<br />;
<br />-
<br />F
<br />I
<br />i
<br />- cl)
<br />,
<br />i
<br />r
<br />:
<br />I
<br />-A
<br />� I
<br />-
<br />I
<br />I I
<br />'anioe"
<br />8 ""ANCL
<br />CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL Cj) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />L"x. S.S.D.
<br />Desm"
<br />PflESSM
<br />RATING
<br />(DeYJ
<br />MAXIMUM ANCHORS SPACING FOR mim E.G. Put SCHWAS smow *
<br />APPLICABLE
<br />'a TIEC"o"s
<br />•LENGTH
<br />a f.
<br />co~mN
<br />or THEM
<br />mAxmm
<br />PAID.
<br />IL .
<br />(A.)
<br />am. A.S.D.1
<br />Des"
<br />PRESSURE
<br />RAlm
<br />(P-01)
<br />I
<br />MAN" ANCHORS SPACING AM M LD. PER SCHIEDUILE Sam 1111,
<br />APPLICABLE
<br />to swnmd
<br />A IV,
<br />IMNww
<br />=
<br />1"
<br />(it)
<br />TAPOD"
<br />sow-su
<br />PANEIAAATE
<br />rEMAU
<br />0
<br />PANELM&TE
<br />Puts
<br />ZANAC-Mk%M
<br />a" -IN
<br />TAPCON
<br />sow-w
<br />PoHojmtx
<br />0
<br />RANraoTE
<br />"
<br />ZAMAC-WAJN
<br />,
<br />CALK-114
<br />To
<br />commus
<br />To
<br />9w
<br />To
<br />-
<br />3k
<br />,-a
<br />='
<br />to
<br />L-111
<br />to
<br />w
<br />11,
<br />wcmmnt�n
<br />asmars,
<br />--
<br />cmaclma
<br />-
<br />"am
<br />�&
<br />!&
<br />so
<br />.
<br />Has
<br />VT-cr
<br />+45. -45
<br />OR
<br />LESS
<br />.
<br />Ir
<br />13'
<br />lzr
<br />".
<br />13'
<br />Ir
<br />'
<br />1.
<br />13'
<br />13'
<br />I ("
<br />W-41'
<br />cm
<br />LESS
<br />I
<br />.45, A5
<br />To
<br />-416, -N
<br />I L-
<br />"'
<br />13*
<br />^
<br />13'
<br />I,•
<br />or
<br />Is*
<br />I r
<br />11 t/2'
<br />f NP)
<br />OR
<br />UISS
<br />I
<br />- 13*
<br />13-
<br />-
<br />13: __
<br />Ir
<br />--.--.-,
<br />-
<br />- - i-
<br />'.
<br />- '
<br />11;1
<br />li
<br />I-
<br />. 13'
<br />13'1�3
<br />.
<br />-
<br />Ir
<br />lk
<br />-I---..--
<br />13*
<br />".
<br />-
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