|
___
<br />-,--,--I
<br />F_
<br />END CLOSURES DETAILS FOR
<br />INSTALLATION IN
<br />POURED CONCRETE,
<br />I
<br />OOD
<br />STRUCTUR - V LID
<br />OR REQULAR. UFE
<br />I
<br />I
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<br />_ _2 i/2 �
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<br />POURED CO&CRETT CONCRETE .,
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<br />IREQUIM A,
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<br />POINTED CONCRETE. CONCRETE
<br />RLM OR 2*.4* WOOD PRAME:
<br />1
<br />Mo III. I
<br />�p-
<br />-1 2 112'
<br />_ _
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<br />SCALE 1/4'.1-
<br />SCALE 1/4--l-
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<br />SOLIO-SET OR �l`N
<br />. PAND-wir -
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<br />I SCHEDJU ON SHEETS 9,
<br />I � to o, ") )'I
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<br />V
<br />VAI-0 FOR DIRECT MOUNT
<br />INSTALLATION ONLY &
<br />,t'i .. r -
<br />z S
<br />CMITED PANEL 1145ALLATION
<br />AT WALLS Wj
<br />.,
<br />z : No. 44167 ` S
<br />= , ;
<br />SURFACE LEVEL VARIAITONIS WITfIJN 3/4-
<br />I
<br />= . =
<br />*
<br />= : * :,=
<br />. . -
<br />FLORIDA
<br />BUILDING CODE (Won High Velocity HO cone Zone)
<br />I
<br />. SCALE 1/4--l-
<br />CASE F (P
<br />SCALE i/4'.i*
<br />I.. I �., -
<br />-*
<br />"I ,..... AW,
<br />DX10 TILMOO, ,Nc.
<br />24 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />ORAN, 111,
<br />- **
<br />, _. � 11
<br />, - -
<br />-
<br />I . W/Y7�20IW
<br />I I L I E C 0 i m c. � GLOBAL PROTECTION PRODUCTS. I.I.C. BATE
<br />Z_
<br />1
<br />1,/
<br />"I .......
<br />12 -
<br />`7ULD TVITINQ�a �I
<br />- se- I
<br />'aa) M N StRw
<br />WW. I 33a1Aq.Beo_BTV7 -175
<br />20
<br />-_ _____
<br />� 11
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<br />— ven.!_ — -
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<br />FUDINDA U 4 4007 1
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RKINO Uadtl) AND CORREra 1209 MAXIMUM AN008 5FACIN-G
<br />STORM PANEL a) INSIALLAOTIONS INTO WQQE) RUCTURES
<br />(VAUD ONLY FOR PANEL (DWSTALLAnONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />"If. A,SO_
<br />P DESIGN
<br />REMRE
<br />RATING
<br />(P-0
<br />MMMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />I
<br />APPLIC
<br />,,,, T�AEILE
<br />,,,,,,
<br />It ANY
<br />OF NATION
<br />THEM
<br />I
<br />MAXIMUM
<br />PANEL.
<br />LENGII
<br />v ,
<br />:NJ
<br />TAPCON
<br />LAS SCREW
<br />PANELMATE
<br />FEMALE TO
<br />PANELMATE
<br />PLUS
<br />wwo BUSHING
<br />13,
<br />ly
<br />13�
<br />13-
<br />13,
<br />1W (TOP)
<br />,
<br />13-
<br />__
<br />IY
<br />- -
<br />13-
<br />__
<br />' 13�
<br />13-
<br />IW (BOTTOM)
<br />6 1/2-
<br />-
<br />6 112-
<br />-
<br />6 1/2-
<br />___
<br />6 1/2'
<br />1/2'
<br />2W (TOP)
<br />-
<br />�
<br />5 1/4-
<br />�- -
<br />12 1/2"
<br />_ _6
<br />E Ile
<br />21r
<br />I 50
<br />1-1-
<br />- __ 8*
<br />li;�______
<br /> ______-_____ _
<br />a.
<br />_ ___ '. ____ _
<br />_
<br />__ . __
<br />6
<br />__ __
<br />-
<br />- �)
<br />�(
<br />iW
<br />OR
<br />.
<br />8� ___
<br />----,.,- ___
<br />____ -a,---
<br />___
<br />- i�
<br />�i IV
<br />_____1__
<br />13*
<br />____
<br />13,
<br />- -
<br />_13;___
<br />-_ -
<br />-
<br />i-V 1)
<br />+45, -45
<br />OR
<br />LESS
<br />______
<br />1-11
<br />___T_____!�
<br />13,
<br />- .-
<br />,3.
<br />_______
<br />13,
<br />13,
<br />4W (9101TOM)
<br />L3�
<br />.3:
<br />3
<br />Ir
<br />IN TwW)
<br />___L.3� _
<br />_
<br />13*
<br />___L _____!__�_____j32_____LL_
<br />13'
<br />I3,__
<br />13'
<br />61
<br />To, (BOTTOM)
<br />__ -
<br />6 1/2-
<br />__
<br />6 112-
<br />6 1/2-
<br />__
<br />6 Ili:
<br />__
<br />6 I 2"
<br />ZW (TOP)
<br />__
<br />-
<br />4 11�2
<br />__
<br />-,-----
<br />A-
<br />6 I /A. ___
<br />_____
<br />5 1/7.^
<br />2 /I'
<br />L___
<br />���__
<br />��
<br />8 1/2-
<br />-
<br />0 Ile
<br />__
<br />-
<br />2W (Bm .)
<br />iw_Fo�)
<br />____
<br />>50-
<br />I,!-"'.
<br />__7 , -,- -
<br />-
<br />4 I/2'
<br />Ir
<br />_ 4 __L
<br />IS I/If,
<br />-1
<br />A, ,,/,.
<br />- -.." --
<br />9 lIr
<br />r
<br />------ __
<br />12,
<br />,- __
<br />�7
<br />___ ___
<br />,2.
<br />____
<br />-
<br />___
<br />A.
<br />� 3W (BOTTOM)
<br />" (TOP)
<br />"" '��
<br />-,
<br />31
<br />TF_
<br />- __
<br />-13;
<br />---i -1/2' _f4j_j(
<br />-
<br />ISEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHM SPACER 0 IS
<br />* USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 I
<br />MAX. A,S.Q.
<br />_____
<br />MAXWUM ANCHOIRS SPACING FOR F-0. . AS SHOWN ON SWEM 6 & 7
<br />APPLICABLE
<br />MAXIMUM
<br />DESIGN
<br />PRESSURE
<br />,,sI
<br />PANEL
<br />LENGTH
<br />I
<br />-
<br />RATING
<br />TAMN
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE H)
<br />PANELMATV
<br />PLUS
<br />WOOD BUSHING
<br /># & ANY
<br />COMBINATION
<br />.L.
<br />(P.B.I.)
<br />I
<br />OF THEM
<br />(w)
<br />*1
<br />Ir
<br />13,
<br />13-
<br />- --
<br />1 I-;-
<br />He rw)
<br />ly
<br />13,
<br />13" __
<br />__t]37�_
<br />a-
<br />__
<br />Ito (BOTTOM)
<br />a 1/2'
<br />6 1/2-
<br />d 1/2'
<br />6 112-
<br />-
<br />Is i/Z'
<br />(lop)
<br />- ___
<br />- - ____
<br />-
<br />, _____
<br />-7-1/4-
<br />__ - __ ___
<br />_121/�:
<br />�t:
<br />-
<br />z, jto�
<br />5 .-O
<br />__ __ _11 ______
<br />-12 ____
<br />-
<br />_�
<br />3W (TOP)
<br />OR
<br />LESS
<br />7'
<br />7 1/2"
<br />__ - -
<br />__ ____
<br />_._._B7___________ai_.___
<br />B*
<br />____
<br />__
<br />��_
<br />_-2-Y�i_
<br />i3,
<br />___!i._._ -_
<br />I a,
<br />____ -ii _ -_
<br />13'
<br />- _ __
<br />3
<br />____-____
<br />_3L
<br />4" (W)
<br />>+45. -45
<br />-
<br />Ir
<br />ir
<br />- __
<br />ly
<br />___L_�_
<br />".
<br />___L _
<br />ir
<br />_
<br />4W (BOTTOM)
<br />I
<br />to
<br />+75 -75
<br />13'
<br />-
<br />I - ___
<br />j-o:---
<br />1tLop-)
<br />---L3:--
<br />Ir
<br />__
<br />13,
<br />___13, -
<br />12r
<br />____!a7� --------
<br />is"
<br />1 ,/4�
<br />Hss (BOTTOM)
<br />_ __
<br />i vx�
<br />__ __
<br />6 I/F
<br />__ __
<br />6 In .
<br />-.----
<br />6 1/2-
<br />-
<br />6 112"
<br />2W (TOP)
<br />I-- -
<br />-
<br />_
<br />-
<br />_.____
<br />1/4.
<br />___
<br />12 1/2-
<br />6 Ile
<br />21W (807f,*
<br />�5* -
<br />-.--
<br />4 1/,.
<br />___ '
<br />___
<br />___
<br />-i-7/7 _
<br />� --- -.--
<br />I /,.
<br />- R- -B-
<br />-,--,-
<br />7 IIV _
<br />__ -"--.---
<br />-
<br />,---,-,-,--
<br />_
<br />_
<br />" 'lop
<br />7 � OT`
<br />_
<br />,��
<br />F_
<br />_ ( .�,
<br />L)
<br />Ir
<br />-'--"--7
<br />12-
<br />- -----
<br />.3;
<br />---- _T - _
<br />3�
<br />__ —
<br />5 17F
<br />_ _
<br />Ato
<br />L
<br />_.,_�__
<br />--;T-,-- -
<br />___1,3_,_, ___
<br /> 1-3, ___
<br />___ w
<br />_ 7
<br />(Bo "�
<br />.W!_�F
<br />ISEE TAME #1 FOR LOX� &S.D. DESIGN LOADS & MO. PANEL LENGTHS *fEN SPACM 0 IS
<br />* USED, CORRESPIONCITNIS ONLY TO ALTERNATE 2V ON SHEET 6 1
<br />JAM
<br />#I A
<br />I
<br />A.S.D. DESIGN LOAD
<br />MA)aWM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-8,
<br />> 40 PSF TO 50 PSF
<br />1'-2-
<br />I > 50 PSF TO 60 PSF
<br />-
<br />5*- 1 CA I
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INISTALLAFIONS
<br />W/ PANEL MATE @f�,E ID OR PANEL MATE PLUS
<br />ANCII 9 ��PY_A*,!�MAQ_ 1/2* O-C�
<br />I---- INSTALLATION DEJAIIDS FOR LIFE SAFM, PANEL (I-) — _____�
<br />INTO PQULRED CONCREJE OR CONCRETE BLOCK STRUCTURE5 1
<br />1/4'0 TAPC N . EXISTING POURED ,leo Tx"_____ - I POURED
<br />ANCHOR a 2,6.c� —CONCRETE OR ANCHOR 0 9 or, I m 0
<br />/
<br />'q�,� CONCRETE BU)CX ,, -A,,,,, CONCRETE BLOCK
<br />... ... f REWIRED, ��,,,_� REOUIREO.
<br />, 1, ___._
<br />,_.��', ..1.1 �� I
<br />, ��� ...
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<br />_. - I'll, cl I
<br />V- , ". , ,., A f __ 1. ,/2 . .
<br />" , 1/2' . �__
<br />I 11 " ,,,
<br />P.., . I/e �:�' -
<br />., _: .'_�',
<br />� v ?;., MAX, I
<br />,
<br />I - -_ , - ..- -
<br />I I - ��' � i
<br />_ _
<br />, � 'A
<br />--,,., 1 15:
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<br />I i I #_-_S�WARAT�Q*- I I
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<br />,;j__ 1/"AP`t"_ -
<br />I 8� ,-, �,�Akl I - - I
<br />"ITS"G11, 4' ,� - wfvot� I , �, ,A, . cLIP
<br />.L.- 1� 1%, -46 ��*.�Zft If �
<br />0 k, [ i . - V-0) CKETINJ eV L� I I
<br />0 � GLASS� 0 1 1 1 T
<br />a 1� I *V V... " *L* MAX. I
<br />01 Iq I I IT - I
<br />PANEL LENGTH R11 - - ! �
<br />IL___ ____ - I _7 I ; 6' lPANEL LE149114
<br />SEE
<br />� -- - -i- (m ELEVATION a - ELEVATION I
<br />IF - - - I 19 1 I I ON SHEET 12)
<br />4 I* AsP,, i ON SHIXT 12) ; _ I. T__ . .1
<br />IT-501AAAM, �] 9- ____
<br />0 TO GLASS : .- -.-- --L-
<br />0 9 , ---I--
<br />. I 1� I
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<br />. I -, -:" __* :� " , , .�
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<br />, I'll,
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<br />: - . �,� - , � ; I 6.
<br />1 E . . . . . . . . . . �; :�-,�, , : I I
<br />EXERM . W4�� 1 � I ".., � 1 1 ==,Ap , " ;9--', I i � @ I
<br />CONCRETE - , -
<br />CONCRETE aaa...'xl � - ,,, .'� C� CONCRI'M �% _- ___ 1 I
<br />t fD 12 Nr .0 '3LOC`
<br />t
<br />REQVRIED, t , , , REQUIRED, �4.�:� ,,;;-- I 0 ,.I I
<br />- - -1 0_ V�f ! f
<br />s I � <00" .- -
<br />� -, - I____1 'a, �!L_T_ � .1--_ �
<br />= , I '11
<br />,
<br />;�`.�- I , - �<�,�,
<br />... �, 3�""
<br />, ,
<br />114'. PANELMATE P! ""', 4.1 `_-_�_1�
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<br />ANCHOR 0 12 1/2- D. C: 0 Imma ANCHOR (BEYOND) la UW%MEL I
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<br />SPACINGS ONLY VAI WEN SPAIr ) IS USED. SEE #rl�,F?R NAX� A- -1
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<br />ANCHOR 0 9, CC:
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<br />. _
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<br />CODE
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<br />POURED CONCRETE OR
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<br />, TLr
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<br />I" THIS OPERATION TO BE POSS111M.
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<br />FACTOR SHALL R07 BE LESS THAN
<br />11 _. - . - - . - ___
<br />_ __ _ _ _2 142' __ _ __.__
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<br />fANAAW SWWO 00ACATIED FOR EACH
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<br />DIESICAI PRESSURE RATINGS (p.s.t) AND PANEL S-l'.. ,-. "ZOR �n�_-��-- / 11LIECOm. GLOBAL PROTECTION PRODUCT$. I.I.C. G"[T'v_'
<br />LENGTHS AS PER ELEVATION ON SHEL7 IZ /
<br />V_,:�;7_
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<br />�C�� / GAME. - Wis.
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<br />SHEET NO.
<br />SH 1.4
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