|
MAXIMUM A-3.0. DESIGN PRESSURE RATING (u.s.f.) &M
<br />CORRESPONDING MUMUM PANEL LENGTH *L" SCHEDULE
<br />FOR SERIES 1000/2000 E-2 HANG STORM PANEL M SYSTEM
<br />I
<br />..YAM--g,"Ly�-fQR--E��'A'-.�,b_LA.I.k"Zi�Al..LILB�,�i,.MCN� I'_"A1.A,_5bLu_11L1
<br />.
<br />MAXIMUM 44-0.
<br />�jg-,t M'(`S '�S III "O"
<br />�)
<br />'
<br />MvU
<br />As V SEPARATION j PMEID.
<br />I
<br />I APALCABUE 10
<br />.... VA, �
<br />I �E,
<br />_
<br />TO GIASS
<br />I
<br />CONE"
<br />VICTIM
<br />-
<br />__B� -_ -_ - ____
<br />I
<br />.OM -753 I 70' OR LESS
<br />___ _4_______ ____ __
<br />_.
<br />- .. I - ., . __ ..
<br />2 91/ie* I I
<br />I
<br />I
<br />I ----.,----
<br />BOIJED -
<br />-
<br />.
<br />I. 2. Y, -�.
<br />� 2'* & 3"W
<br />.66a. -n.3
<br />T
<br />I 70* OR LESS
<br />2 7/8, :
<br />i I
<br />BOLTED -
<br />1 A a .,w
<br />I -
<br />- :�T
<br />LOIN F;aO S,S IkS A, WRIGNUT AT OVERLAP & NM Of PANEL LENGTH
<br />PANEL
<br />I
<br />MAXIMUM A.S.0- DESIGN PRESSURE WNrt fg.a.f.) AND QMSPONDING MI ANCHOR I I
<br />', I L 0 - IM DIV10111 i
<br />SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE a CONCRETE BLOCK STR I
<br />Ly"_My- f 0_e&.L_ -N_L'&_,&7&N5 I RU
<br />_&�Q1]�,INII_j'_j,L _JL_5le�L.
<br />MAXiMUM i VMANUN A��SFI FOR E. 0, - I! 1/2* - I APPLICABLE 70
<br />ASO DESIGNt ____ __ - .
<br />-
<br />,�_ I ��-�, IN -� SECTIONS IT & ,
<br />'t rl�
<br />,.�
<br />RESSURE I 'A1.0"s ! - I 0 . _L;� PANIA.
<br />I I MY 1OWNHAT"" 1 uAmD, v
<br />D,L)
<br />I'll ID CONCRETE � 5IRWI to CONCRETE I Fa - Or "Im �
<br />,-.r) ;10 CONCRETE "'�"�'To OMnim i CONCRETE J`c 5,OXX I
<br />( ma I BLOCK � Mae- , 1
<br />i
<br />i I .
<br />i 12' NIA � ,2.
<br />I NjA � 12*
<br />z
<br />N/A 1 12-
<br />1 N/A " & 2 (TOP) I
<br />. ---- � ------
<br />j I I" r * � 10 . " : 5'
<br />I
<br />A' I 5'
<br />! A. i "
<br />�
<br />-- - -
<br />q I a.
<br />� 12' 3' � 12' 5' �
<br />------------- 4---.t--
<br />6. � 8'
<br />I
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<br />I S, I ' (9C`r`OM)
<br />1 SERq loco --
<br />I--,--- --- - - ______+__ -
<br />I I 7
<br />N k/A A A I NIA I N�A
<br />I
<br />N I 12 1/2�
<br />I �
<br />1 IT- I 2' (BOTTOM) I
<br />_ _�A__ __I
<br />, _ _, __ __ _P_ I__ _ __+ ___ ___
<br />.66 0, 75 3�,
<br />r 7- s 112'
<br />11 1
<br />_ __ _�A ____4 _ -.-- _
<br />1 /2'
<br />, 1. 11 i 70' ON LESS
<br />�__ ____!/A ,1/2,' , N/A ,'
<br />_____4 ___�___ _ __ _,_
<br />I .
<br />i 12' I N/A I 12. I � N/A 1 9 1/2'
<br />�
<br />N/A ) 4
<br />____ - .
<br />I a 1;
<br />N,fA � - 2-
<br />____ _ - _L_
<br />I N/A i 3. (TOP) r
<br />_1___t__1_____i
<br />VI/A � 3' (BOTTOM) 1
<br />I
<br />- - --.---.I-- .--- ---t-- ----
<br />12:7 N/A 1 1�_ VIA 12* 1
<br />1 _._�_____� ------ -
<br />_4____
<br />1
<br />N/A 1 A, �Iop) 1
<br />1
<br />'I . 12*
<br />. I
<br />I 7-
<br />� 12. 1 6- 1 12- 1 9 1/2" I
<br />I I I- I
<br />- - I__
<br />I _ I i
<br />=- " 1 4' (BOTTOM)
<br />* LIMITED TO 66.0 P.S.I. ks D, DESIGN PRESSURE. RATFAr
<br />A SEE SHEET 25 f ANCHORS �VIE k SPACING FOR INSFACCATIONS ATO WOOD
<br />FRAME
<br />musam
<br />NAXINVION ANCHOR SPACINGS AND �W� DWANCT A" NOCATED ON TF,PS
<br />SONVOUS, PER ED LESS IINAN INEACATED ON SCMED�E REDUCE ANCHOR SINK;WC
<br />By MULTIMITH4 SPACW, SF`0WN ON SMEDLILE BY THE FDLL� FACTORS FOR
<br />TOIS OPTAXTION TO WE POSSIBLE. REDUCEJ) SPAQNGD OWMINED USAIG FAC sHAL
<br />NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT
<br />ANCHOR$ I-mm
<br />,/A,.-
<br />I/.".
<br />1 1/4'.
<br />1/4".
<br />ANDM VWC
<br />TAPOOk
<br />PAKUWDIT
<br />Juva 10
<br />I PANUMATE
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<br />-
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<br />I -41)
<br />i -
<br />+ REOURES MR. DISTANCE BETWEEN BOTTOM OF' PANEL : _ it/? -
<br />I
<br />AND (2) I,) BE i/2' 0 - -I ma,
<br />F4,-�-o
<br />Ii I r
<br />+ + qrouiREs ANIt. otvmu ImErwrEN BOTTOM OF port
<br />O 0 To BE 31,ir ILI Llvm*
<br />r7 I is.,
<br />Hurricane
<br />-- .--
<br />F--"-,--- -
<br />COMPONENTS FOR REGULAR, LIFE SAFEIY A E-Z HANG STORM EANEL SYSTEMS
<br />I
<br />(SCALE 112- 1 -)
<br />- - - " "7$ . (TOTAL WIDTH) - - - 2 ISY' -
<br />- ___ I� 500- (EFFECTIVE WIDTH) _ I -� - 10, 1
<br />,110201�
<br />I I 2w_ - 750, - Swu
<br />:I '11,
<br />- a 1/4, �Tw ) - I '37 *__ To Mou a
<br />,w_
<br />, - 00 "'t
<br />,I I
<br />� - I - '250, - I ,DID. be- ,- 0111,10- I 0 12 :r cc
<br />- , 3�0' - - 1.110' - 3�0 - I- a III ft RUVENSVO)
<br />,Do-, .-- :I.wo- , - I
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<br />I
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<br />- , I ---\\\ 'L, , I
<br />� I ; [___.___,ul
<br />0 Data.
<br />5
<br />.25O . �, __\- " 1 3 375'
<br />. 4�
<br />, 6 IL . I ST. �
<br />.EMM. GALAMIZED 6.,, � � 1 4 671'
<br /> . 1 OO
<br />: 11 0 024' WK THrX I
<br />4;� I
<br />. -11
<br />7
<br />r
<br />1�7_1
<br />EDGE Typ L 2.0w, .084'
<br />, IF. I DIV , I
<br />250- 1 I-L
<br />i
<br />NE"m . - . -
<br />-.,25' I --A
<br />i
<br />G"
<br />I
<br />4!7%-. .. EDGC
<br />1 I OS.* 1_1�500 125' I
<br />DETAIL A IFEE ,�� - - "I
<br />,,
<br />,=_/ _ _ � ------ -A I `YP
<br />M PANEL - 1.350, - OCT411 A - -1 I , 375' ;
<br />, ,K,_j 1 I - - L 2000' - I
<br />I 350-j T
<br />I
<br />' - 2,357, -
<br />PANEL 9OU &C INSTALLED ALWAYS
<br />FROM LEFT TO FIGHT W/ 112* a
<br />AT CARD AT LEFT SOC OF PANEL (�) `PH' HEADE (�) -F- TUG (�) ANQLE WITH STU
<br />'
<br />- -,-
<br />�. _,�' 1.� �., TV TOP EDGE 0.024- (")
<br />po'k
<br />I
<br />I
<br />FAMU'S ENE' LIP _., 1� I ,� I �O`
<br />GALVANIZED SliEk
<br />, m, ..270' -
<br />i
<br />I
<br />I
<br />W/ Hl"m mar ,_', ��. ,- �__� 11 -
<br />� I j I 1:1r � PANEL . � )
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<br />, . �'�_� __��____ , M'
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<br />0 375*� 1 ,I,,,�C,�,
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<br />/I 0.2.� -,__,__- I '07* . 625'1 � 1 1 �- I
<br />�
<br />I
<br />- 259" - ,�,' HEMMIrk _ . 00 a O'
<br />11 -_� -
<br />I I ��_�_11 !200- � ;: PANEL
<br />�'/ . - " -,, ,,,i&� OR (90
<br />.
<br />- ;�2"_* - 211- - -, 11 1-1
<br />I 4, ISOMETRIC VIEW DEIAIL A '33" . , ; ,
<br />-
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<br />I ", 2-�O'l 957" 1
<br />ROUNDED CORNER. 0 ENDS OF PANEL'% I,
<br />�i , - w. ot,t* I. q
<br />( END LIP W/ HEMMED EUCE I - 1.6)s- -1 zS;
<br />"'.. -
<br />;
<br />I
<br />' __
<br />(N IS) 375' -
<br />- BOTTOM
<br />AUAG-J
<br />I
<br />___,
<br />--I-"
<br />2zoo' I I �11. � 011 � R I DDa OF FAMEL - 7-- -
<br />3 750* jj , TV II (�) KEY HOLE MHE
<br />1r, 3105-14154 ALUM ALLOY (�) KEY HOLE AT PANE
<br />I
<br />01 7 2-'
<br />1- 2 '24 . . I .SEE 5.01 6 PC
<br />I __ 1 - 150-- ..�, I - ,Wqxnai W vie�lzl. -,,T I ,.�
<br />�
<br />��
<br />I
<br />09,- l2tl'
<br />- - - - � OACY VALID FOR INSTALLATIONS INTO
<br />Q
<br />! 1 I I (�) SUM-2LIX (TIP ) wow Sm-CIPPES
<br />, i
<br />I
<br />,. , A ,�qi
<br />I 250* I I
<br />i
<br />MAX-LEMM
<br />I
<br />. I
<br />ISA . ,�
<br />1-2 OQ(T - � 000' , ,.-
<br />�
<br />!- - 193- . ,coo-1] . -
<br />- 2'.. - I 125
<br />I. I's . . � iTYPj I
<br />- ) , . 050,0 I- . 1 750' 250% -
<br />I I : (TY1P )
<br />I(�) REV, -II- HEADE (�) -U- HEADER 0C
<br />� - I' WIN TO 5' Mit. -
<br />I AV - 2�000' - j I
<br />(0� SLEEVE 1 MAX,
<br />LEMOH 0 @ ANGLE ....... (9 'J' IRAQ (�� rA91-MAHM
<br />�
<br />- 3 000' 6061-76 AL401 .
<br />11 F.N/1.1;1\1 0 114" WIDE)
<br />, . - :
<br />174* IM' -
<br />- -.2cc: III,
<br />A�
<br />I I I I 1 .082 . _�� , (USE ONLY FOR E-Z HANG STORM PANEL
<br />,I,- Et., - y,-4��'- " �
<br />� --� I - MIN - -�_ � .� � . . �
<br />. �C,Elilj '--!'�%,, SYSTEM) 6065-76 ALUJIL ALLOY
<br />�� �7 %_
<br />I I. � . I I � .. "
<br />I - ' t : No. . z FLORIDA BUILDING CODE (Non W2h Velocity Hur Icons Zone)
<br />87 [� 44167 . .
<br />2 wo. I GO i�'. I "'Ir.
<br />- I I '2'� -
<br />OF
<br />-11 a .Is te 0 '56 - i " � * . * : * z
<br />d� 11, PP.
<br />I I I 1, - .2m FAF`R`L -
<br />I � 24 GAGE GALVANIZED STEEL STORM PANEL
<br />:
<br />I I � : - ORANK Eff
<br />D88" '20 � � I ,
<br />[ 7�121' ;�.* 7
<br />I i � 11 -!�-, - -
<br />_� i
<br />I (TYP L - I - I 050' -- ,� 250 S STATE OF ` -
<br />, Is. SEE SECTIONS - _ I I..
<br />- 2DOD* - I I - �. ,F 0 - -, ""'
<br />� ,
<br />MIN, .-ft,w-t..
<br />- _�i� �, VOE
<br />- - � � �_,_ ;,f 11LIEC 0 imc. \ GLOBAL PROTECTION PRODUCTS- LLC-
<br />� ,
<br />__ - - "m tA 5, STFW
<br />204, " � ,
<br />Mi-QzwKrANXXNE-aA . n- 1"14
<br />, ---A ... 20-175
<br />,,,7,7,�,,�",* 4
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<br />UNKAP-1- - PIP-1.1 - OgO)m-,,HA, - "xwI
<br />(103 BUILU-09T "E" (04 BUILD -OUT "I LUC g & (��O WASHERED WINGNUT �_. -_ - T. __T�_
<br />`,A�`40`11'. S - I -
<br />(ZAMLAC 3 ALLOY) PE WAL/SGAXTURE/DKq _n it Miff 0, 't - --------- �-- isor? 2 a is
<br />11u ���,__*=wfflm______ I i
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<br />______ - _________________________
<br />INSIALLATION DETAILS FOR REGULAR PANEL,J':
<br />I
<br />INTQ POURED CONCRETE OR CONCRETE 8=K MUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCAP
<br />E
<br />CON' EYE ANCHORS (w SCHMCILE ON EXISTING POURED CONCRETE
<br />(SEE MDULE ON EXISTING POURED CONCRETE SHEETS 9 PHROLIGH lot OR CONCRETE BLOCK
<br />SHEETS 9 THROUGH 10) OR CONCRETE B4OCK REOLLRED `1_114, �
<br />RLQIJIRED�
<br />,
<br />I 4 I -ATERNATE LEG ,11
<br />1, �
<br />- E ... D. I LOCA14ON CONCRETE ANCHORS : I ,
<br />EXISTING, POURED - � , (SM SCHED=ULE I
<br />_ 4
<br />i, �, " k��
<br />CONCRETE REQUIRED ,
<br />4- I
<br />16� ",
<br />� , ,�L I SHEETS 9 , , k I
<br />, ...
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<br />� / -, *1 I � , I I 11 _ , � - - - 4-11, Vla� ANNATI - - ------- . I
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<br />11 I I � �� �
<br />'j_I' I ii� - .1 - �
<br />I - - ____ ____ - - - MAX CONCRETE ANCHORS ': I .--- . - - 0 12 1/2' oc � 11 I ". -_ � I M`Fx1 I
<br />I I -1 I I (SEE SCHEDULE ON , , ., , I
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<br />I SHEETS 9 T`ROUO� 10) I *= F - , � ED "
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<br />I 1�_ -1 E.D -' .. I " A 0 . I/C I IT . I "L, M_
<br />: I i i �.� : '' � I PANEL LENCIN
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<br />I-ING - .� .1 I I (SEE SCHEDULE
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<br />I
<br />I ill min� I
<br />"� , . 2`Z,70(p
<br />�, , : SEPARATION I J ,
<br />r j� FOR
<br />: I ! 4 Sna�.p - ,'�� � . - , i tJ I - & SCHEDULE
<br />I
<br />I ,
<br />ME�rAA
<br />I 1, I .1 i ON SHEETS
<br />, . ,A FS& : I I,, 9 h 'a
<br />t
<br />.4 v I I MRIAmMix IA - LASS I : I ". * V, . f ,�,, SPACER
<br />11.1 I I UAWH 3ER r-el A l5a SCZU�� 9 ON SPI 3) : It
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<br />"', PANEL LDX`7H , ; i�--X`�,, I , i I uwc�N - 'On
<br />,I 11 11 ME SCHFD IL i I PANEL LENGTH
<br />"
<br />. � , ON SHFFT 31 1 � (SEE SCHEWLE
<br />SEOAAA , TION I EXIS -1 ON SVEE, 3) EX,ST,N&_I I i I
<br />,
<br />I ` T"11j, �
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<br />I, . GLASS I I
<br />1 TO GLASS, , � 1. " I I I , I
<br />0( ; I I DI I 11 . � I I -1
<br />I SET SCHEDULE � I I I 11 - It -
<br />ON SHEET 3) ." - ; ' ' 1'r "Ott . ;
<br />A Or V 14, . I : r , _F L I I - A, ,
<br />1 1 1 IF I I;
<br />VAX I � MAX ; � : � I I
<br />: i4� I I . , ( . . : f
<br />I � i I : I .. I r E so%
<br />I -, " I 14 E-D I E, 1: _ SPACER _ Of V
<br />I
<br />I L;�) : I* i2 i/2- C"C : I I --- -1 I I O I U0,14 : ,I MAX
<br />�___��
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<br />I I 11 ��, CONCRETE ANCHORS 7 I - CONCRETE ANCHORS I
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<br />,� I "I � , 4 ____L_1 !
<br />INC PO LIRE , I I - (SEE SC�EOUU ON � I (SEE SCHMLE ON
<br />""S' 0 �,
<br />�_
<br />� -
<br />I 1, I --'
<br />__ . - 11 I SOECTS 9 TI I ,
<br />CONCRETE , � �10 - I . : EDGE OF IGH to _Ac SHEETS 9 THROUGH 10) j�j';2 '/a- I-ONG VAX ALUMINUM
<br />I
<br />, WALL CA SLAB I
<br />I
<br />1
<br />REOUIRM - - , I (AL! ,DmDmON) � I . -- SPACERS 6 ED;g* O-C. VALID FOR
<br />: , �
<br />PANEL
<br />3/4- 1 r I 14ST1 ALL DESIGN AND
<br />;4 m Ex,STWG POURED CONCRETY PER SHEET 3
<br />11
<br />�16'CN,PUv19NCII
<br />11� LENGTHS
<br />CONIC ME ANCHORS %,��,,, 1. REQUIRED. OR ,CONCRETE BLOCK
<br />SCHEDU ON FIFOLARED #�, I* MAY LONG kUMINUM SPAC 0
<br />(SEE R LE M
<br />to) -
<br />SHEETS 9 THROUGH _ C DL __ 12 1/2* 0 C. (SEE TABLE 01 ON
<br />SiHms 9 & io)
<br />CEILING AND-2 MOUNTING BUILDiffi,MNTING WALL MOUNTING /DIR w/SP&QvmJJL"
<br />SWINK wm
<br />SCALE 3,18. I' SCALE 3/6-1* SCALE 3/8-1,
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<br />... ... ......
<br />I , . .
<br />r
<br />.. � .
<br />� \c NSI, . �
<br />� v , , FLORIDA BUILDING CODE (Non Ni2h VI HurriCone Zone)
<br />z . P)P,R RLFEW. -
<br />0. 44167 '. 1 24 GAGE GALVANIZED S
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<br />INSTALLAT19N DETAILS F09-REOM-LAR
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