|
- � I i - . I -1 . ,ill. . :, � I : i -T _,_ - .. . I
<br />�-;: ::: 11� I Ill ____ - ___ __ - __ - - - - __ - -
<br />Pi-IZW�l:;,*-,Et,�-'-Y _____ __ -
<br />1.
<br />�f.'- 1 'A-�'; IWO A -,'� Mi 'Ul-MV W.-.W,;:IIF�170 w0f; W 4Ai P11111 = l.'�i-SE VWI' ." I
<br />-
<br />MAXIMUM A.S.D. -
<br />1
<br />" - i -
<br />APPLCJVA 10
<br />... FT
<br />r ,0=
<br />GLASS COMIDITOM
<br />sm7m.s
<br />.66.0. -75�3 1 70' OR LESS
<br />2 sper 1 soorm -
<br />-
<br />". 2% ,.s,. "im, ,
<br />I ____ ___
<br />2,w 31W
<br />.65.0. -73.3 1 _ - LESS
<br />__
<br />2 7". i __ -
<br />. - - -I*
<br />I mr
<br />LmxF;Q=/4VS- MIS At mmomp AT 0YOPPLAP & #OX or PAWL LENGTH
<br />PANEL
<br />11111F�10 f,ili,W-Vll-im .1, 1:1:"I " 11111114.1i`iii 0;7191',�mr-TWRW,I','-N-�.,�;:14-1�.:.,i."T,,,M,y�ll.-41, Ili w_l7.j,:I.!:
<br />W-Ioliirr,iii A - __ - i��11(3WM.i.:;�4q;iA$30:iw.:.Iwll.ig."Illzi�IFIT =,
<br />MAXIMUM
<br />ALSM DESIGN
<br />PRESSURE
<br />RATING
<br />(P Pt.f )
<br />MAXIMUM ANCHORS OMCM FOR E- 0. - , qVi. .
<br />APPLICARLIF TO
<br />SECTIONS I a
<br />ANY colowim.
<br />- --
<br />MAXIMUM PARET
<br />LVAcTw v (w)
<br />I
<br />INICONS
<br />CAIx_
<br />-
<br />I RANCLAMILVE FEMALE 10
<br />I PANEL#AM PLUS
<br />�
<br />TO CoNamm
<br />-
<br />70 CDNCRM
<br />.
<br />To CONCRETE
<br />ITO COOODRM
<br />BUICK
<br />19 to"cwn
<br />ID CONCRETE
<br />ill.=
<br />TO -1,0.=m
<br />I 12 .
<br />MIA
<br />12"
<br />N/A
<br />12*
<br />N/A
<br />12'
<br />1 IN/A
<br />I' A 2, (TOP)
<br />.
<br />I
<br />it*
<br />3. Pir
<br />- IQ'
<br />r
<br />5'
<br />4.
<br />_
<br />5'
<br />1 -
<br />I s"=.
<br />12*
<br />1.
<br />__ 12-
<br />5.
<br />O'
<br />G*
<br />i
<br />a.
<br />1 .�.107;�-.l-
<br />�66.13. -75.3
<br />i
<br />-
<br />N/A
<br />_--mi
<br />: N/A
<br />MIA
<br />_
<br />Mi
<br />N/A
<br />12 1/2'
<br />t
<br />TV.
<br />-1
<br />2. (BOTTOM)
<br />- 7-
<br />N/A
<br />1 6 1/2'
<br />N/A
<br />4 112'
<br />N/A
<br />1 4 1/2*
<br />N/A
<br />' 3' (TOP)
<br />.- -1. __
<br />12'
<br />Mi
<br />- -
<br />'2'
<br />Mi
<br />___
<br />9 1/2"
<br />N/A
<br />9 112*
<br />N/A
<br />3, ( )
<br />i
<br />1 12'
<br />N/A
<br />-
<br />12'
<br />- _
<br />N/A
<br />-
<br />� ;2*
<br />N/A
<br />12*
<br />N/A
<br />---
<br />4. (TOP)
<br />1
<br />1 12-
<br />6-
<br />12-
<br />-
<br />.
<br />2
<br />_
<br />if
<br />1 - ---
<br />; 12' ,
<br />- -
<br />$I*
<br />-
<br />, (9017rom)
<br />IF LDO= TO O&O " I AS D DESIGN PRIESSUK RAT"
<br />A SEE OW 20 FOR ANCHM TYPE & SPACING MR WPAI� Into WOW
<br />FORK GLO.DM
<br />� $A*" S%MM AND MNAWJk EDGE DISTANCE ARE SOCATM ON THIS
<br />SOPIEDULE. FOR ED LOSS THAN DOCATM ON SCHEDULE IEWM ANCHOR SP04W
<br />10 M�MPLY" SPACNC SHOWN a" SCHEDULE my THE FOLLOW4 FACTORS FOR
<br />Rn OPOUMM To K PDSDKF4 RMM SPACING OW-ED usm FACTIOR SMAL,
<br />==LEGX MINIMUM SPAPPAING POCATED " EATIN &VCHDR TYPE AT
<br />� I/4*.-
<br />1 1/!'b_
<br />AIOM VOW
<br />__
<br />: TAPOW
<br />.1/ii
<br />PIADAM
<br />"WLE a
<br />.Aktwlt
<br />I KW
<br />_ _11/4 _
<br />-
<br />� � w.cm 0.)
<br />-
<br />I
<br />I
<br />-
<br />2 't"
<br />" " !� 10.)
<br />3
<br />i
<br />+-7-
<br />'
<br />1= .
<br />��
<br />______
<br />-
<br />I � ,/v
<br />__.
<br />- - -
<br />=A Lft Imiff mgma
<br />I,
<br />in
<br />-
<br />_____ 1 1/,T
<br />2 I
<br />-
<br />I- __
<br />- _____r
<br />-
<br />I 3 ,/2- 1
<br />-
<br />I ,,Ti
<br />I -
<br />-
<br />I 'm
<br />FV,-F-0
<br />+ REORM No, ovarmot sirrivii BOTTOM OF PANEL
<br />*0 PID 70 K 1/2* I/2'
<br />V M.
<br />r-J-11
<br />++ REQtN" i OWANCE BETWEEN BOTTOM Of PAWL
<br />AND Q TO K Vir 9-1 t" -
<br />Hurricane
<br />COMPONENTS FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-11")
<br />- - - -
<br />- ,- _
<br />�.. 15.125- (TOTAL WIDTH) � __ 1.
<br />I - - - 2.1i - -
<br />- __
<br />_121TDO` (EFFECTIVE WIDTH) - - -
<br />CL
<br />I- _-_ I I I- 193, :
<br />2SVT�
<br />"", - ilf=.110
<br />a I /.. (TYP.)
<br />- I 17_
<br />_374%. 125 : , ,a ANGLE 0 a ve
<br />I 'ai - - I-M, -
<br />� I
<br />- 1�3w* -
<br />- 1350 - 1 ,.250, - 100'
<br />I :I.Si
<br />'".- - 'a. - - , an 0 12 I/r ac
<br />i NAVY N IWVEF=)
<br />I ,
<br />" ,>.
<br />�
<br />.250.11, . i
<br />"
<br />, e.
<br />11 HEMMED
<br />0,024' ..
<br />(IMPLYING
<br />.
<br />I - , , - - I
<br />L� I 'I r - M.
<br />, ,
<br />, , 3137
<br />I . .
<br />6i�) ., .1, , '*
<br />,(*4'
<br />h
<br />I �
<br />r-
<br />H
<br />- f s 1.500"
<br />"57, ,,,
<br />EDGE
<br />GRADE
<br />,
<br />TYP I , .2 ... .064' -
<br />.-
<br />. I DIV ,
<br />L
<br />I . DETAIL A
<br />I- V 44111'
<br />.. ., 2
<br />- , , ,* I
<br />I ,-,
<br />- - L-I.,,- I .125" 9
<br />(I v � -
<br />- - - - - - - - - - - - - -� I I - 375'
<br />Di I
<br />__iYVi (TVVI
<br />1
<br />___ - 1.350' -
<br />PANELS SMALL K 0115IIALUED ALWAYS
<br />- - 2.00O` -
<br />_ ,., -
<br />FROM LEFT TO ROO W1 1/2* LEG
<br />PANEL
<br />(�) 'H" HEADER
<br />(�) 'F' TRACK i AN= WITH STUD
<br />AT 00 AT LEFT SIDE OF
<br />, , I
<br />"'� � -
<br />TV. POP ED" 0,024* (ANY.)
<br />OF P-W
<br />'
<br />�_ -
<br />, .,
<br />PANELS END LIP � - 'i
<br />W/ HEMMED EDGE ,��` -.1 , 3;5'
<br />,.,-- ,*%or to.05* I .., Ii 4. 1� ..
<br />",
<br />- VIA I 1`00, ��
<br />, ,_ - I . 7--
<br />- i
<br />-::,-�-. --
<br />I ,-, :�.,, � ,
<br />G ��_ - .,
<br />� � __
<br />- am" .__ - - I I .G7* III 625' ,� - ,
<br />��
<br />GALVANIZED STEEL
<br />1
<br />, 0 1
<br />PAM . ��
<br />- 1 � I
<br />3, � �
<br />I
<br />. I 'I � U 0.250-0
<br />'S
<br />� -I
<br />- 2�591'
<br />- 2.250'
<br />-
<br />-
<br />�' �EMMEr(_ , , -
<br />"
<br />Z I
<br />ISOUrFRIC VIEW DETAIL
<br />. , I
<br />I ,�
<br />0 �j `200. Tt,i � _
<br />. - " 2M.
<br />A ,,.-I 7- , A
<br />oum- �� , , , -
<br />PAWL \,�-1,15) OR (po
<br />1
<br />1
<br />W
<br />I
<br />I
<br />957,
<br />ROUNDED CORNER 0 ENDS OF PANEL'S I - APRIL ai
<br />(_�
<br />12i
<br />. END UP W/ HEMMED EDGE.
<br />-2 37B - -
<br />I . E.S.
<br />� (N I S)
<br />315^ ___,
<br />, PROI DMAJ1 1
<br />2,w.
<br />1 1 ---I
<br />(�) HIDLE WASHER ,
<br />EDGE OF PARIEL
<br />3750, ,072*
<br />,OOP7*
<br />(Ty �) -0 7�0.
<br />I
<br />'M
<br />V105-1,1154 ALUM Adi (�) KEY HOLE AT
<br />EM - 7-- -
<br />_L __
<br />1
<br />2�'w r
<br />. - ?so- -
<br />I I YISEE SHEET 6 MR AODOIOW.
<br />.Pi UNDATIONTS IF SLEEVE LDgrr$ O I I*.
<br />r
<br />I
<br />12W
<br />- all,
<br />SIM& 2 1 /8"
<br />I 5 . (�) mi LENIM
<br />I - - 125'
<br />t
<br />1 ONLY wm rw OWA"TONS 000
<br />A, ,W - WODO STRUCTURES
<br />I
<br />, � - -
<br />- Tor
<br />. I
<br />",000* -
<br />2"Doo.
<br />I
<br />3 7511'
<br />- - ?S48*
<br />- -
<br />I. Ila. . .
<br />- "050'.
<br />0
<br />� 125* 2.000
<br />(Tivi
<br />- __ - , , 7w
<br />�
<br />.250' -
<br />(�) gry. AVHVVY HEADER
<br />@) Aturii Nunn
<br />I !
<br />CIVIVI
<br />�
<br />- -1 - I, i TO 5' Mo.. - - -- __
<br />�R SLEEVE J* MAX,
<br />- 2OOG` --
<br />-_ I
<br />LENGTH
<br />@ ANGLE
<br />0 'J' TRACK
<br />g PANEL HIMG
<br />.M4'
<br />I
<br />I -
<br />F .11, ISO
<br />- I
<br />- - 3,000' -38i , . - MOP -TO ALLOY
<br />1 :,2..
<br />I
<br />- tlao" .-I , - '-27r .01i
<br />.1 __ '. I .. MN
<br />'M..0Rw'#;,N%
<br />VI A T, , ,
<br />A_I�M� - .: ... 1�/)�\ (USE
<br />Pe,
<br />..?
<br />, . .
<br />2 f .-.
<br />*. '
<br />(I 1/4- WIDE)
<br />ONLY FOR E-Z HANG STORM PANEL
<br />SYSTEM) GM-16 ALUM. ALLOY
<br />I'aw
<br />A � I I
<br />ZQO.- I 0 1125, .MI ,,D.--
<br />7
<br />I FLORIDA BUILDING CODE (NOTTY High Velocily Hu ans zormi
<br />, ? .' No. 44167 I
<br />f
<br />I -
<br />ow
<br />: MR)
<br />I ;i. 1�, -iiampIi a (& i OR 0
<br />2, I -T -, 123' , ,
<br />I. It , - - t I -
<br />I I 000-_i\�,
<br />t
<br />Ilk 11, 1 * ; * 9 .am x"Im PVC'
<br />I . '
<br />!_ I.. STATE OF " , �
<br />Is
<br />'A.
<br />24 GAGE MVANUID STEEL STORM PANEL o� OF
<br />- 2.ODO'- - -
<br />P_
<br />I - __ SEE SECTIONS -
<br />, i %.
<br />1
<br />_ _ .250
<br />O;P'- .t
<br />MN � 17�-- ; �90"'�
<br />- ,
<br />2 -. - f I I L I E C 0 .;.�.\
<br />�
<br />97/27/
<br />GLOM PROTECTION PRODUCTS. I.I.C. aw
<br />(9 BUILD -OUT
<br />"i (R
<br />`ii
<br />BUILD-OU1 MEN TRAC ([5) & (p) WASNIERIED
<br />�--
<br />_ i
<br />/ , I. 01,
<br />/ , ,
<br />PAPPAY, M.. - : - - -
<br />GING - - OWN
<br />WINGNUT -
<br />.m a-*- 51 STIW
<br />,
<br />rL - , Do. GAME. ft 3"I -175
<br />-- )M-754& I^ fGVAVGGG- 20
<br />M.1 I - I-. - I- �- I
<br />TRACK A
<br />I
<br />(EMMIC 3 ALLOY)
<br />. RE M.,-.M'V.W,Mln - Ri 7-TI-911fly-
<br />,
<br />. I I FIM9 1! I it -
<br />I
<br />I
<br />INSTALLATION
<br />INTO POURED CONCRETE
<br />DETAILS
<br />FOR REGULAR PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />111)
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCAT04
<br />CONCRETE ANCHORS
<br />(SEE SO4MW ON
<br />EXISTING POL;RED CONCRETE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />EXISTING POLMED CONCRETE
<br />OR CONCRETE BLOCK
<br />SHUTS 9 THROUGH, 10)
<br />Oft CONCRETE BLOCK
<br />REQUIRED,
<br />.
<br />REQUIRED. ,r
<br />.q ,,
<br />- --ED.
<br />i
<br />44.�
<br />'-!%Tt TE LEG
<br />CAM
<br />-
<br />,,, - �
<br />CONCRETE I -
<br />.
<br />ETSnZ
<br />. !"FUMIi
<br />, p
<br />;::,-,
<br />I
<br />,
<br />(SEE SCHEDULE DOC -�� .'�'
<br />cir.�
<br />SHEETS 9 THROUGH ,
<br />I '�`, 1 02
<br />I
<br />F/, ;-- - t, I �. 1.1'.,.. .. I -
<br />I - I
<br />, - "I
<br />,_ 11 ,-,,, 1
<br />��&*
<br />, I -- - ,�
<br />I/.,.,, .0 NASKE. MIA, - - - 1.
<br />� (
<br />(� - . - OP -, ,
<br />4 ,1�1;�: , ;,,,.,,,,
<br />:� .�, I 1/4-
<br />..
<br />�*
<br />ft PAM XV, somm
<br />I/-'-VMII* SS. 0.
<br />OR IF I
<br />IV/ Wir ,.,:, I 1/4*
<br />, �
<br />-
<br />- , MAX CONCRETE ANCHORS
<br />- - -I - -
<br />�-.�.�,�, .
<br />I
<br />I - * " '/2- Ox
<br />- - � - - . - -
<br />: :
<br />I (SEE SCHEDULE ON �
<br />,
<br />��
<br />: ,,Ir _!� - -
<br />�_ I
<br />� , �
<br />I �
<br />1
<br />: :
<br />I
<br />WETS 9 THROUGH 10) I
<br />,.1
<br />I
<br />I i i ,AV,. -TV&,*
<br />I
<br />if
<br />1 ,6. �� i�
<br />:11 r I
<br />[
<br />I q�_
<br />I
<br />i
<br />� ��
<br />I ;
<br />��11�1
<br />;
<br />: war . .
<br />I . . a I/,- ot
<br />I .
<br />. I. ,
<br />I
<br />I V Mo.
<br />` �-,-. '. � - � .. � ...
<br />- - �_ - '. '_ "I . , I PANEL LENGTH
<br />I.,
<br />=&j.
<br />- i -
<br />. �
<br />E.D.
<br />iT ,` �
<br />j � ;
<br />(a
<br />F,:��'
<br />�:,. .:, ��', 1. I �-_,
<br />,
<br />, �
<br />: (SEE SCHEDULE
<br />, 11 . , ,
<br />: ON SHEET 3
<br />I
<br />I
<br />I
<br />a :
<br />�,., , ,
<br />- V,�_ � .,�,�
<br />z: I I
<br />- i - 01
<br />I
<br />mi.. I
<br />TV SEPARATION I MR SPACER(B
<br />, 0
<br />I -
<br />& SCHPEDLIU�
<br />IT 11 �
<br />�� ,
<br />:'�, 4W
<br />.aP . ,
<br />.., �q . . I.,
<br />�
<br />"I
<br />I
<br />TO GLASS. I ON SHEETS
<br />� (Set
<br />��
<br />I I
<br />I, I
<br />: ; I
<br />=-
<br />IN .:`i 'I * Mo., _r
<br />I I
<br />PANEL LENGTH
<br />( S
<br />SEE
<br />Sl
<br />,.to GLASS ; t/4,
<br />LE ON
<br />I 31 I .�`i
<br />.ET
<br />I ` T. """
<br />I ON 94E : 0 A, 10 9
<br />I f 3) 1 1 .�-. - .
<br />V M.. v 1P (M m �
<br />,
<br />I I
<br />114
<br />(SEE SCHEDULE I
<br />It I tactil. OAK r.,n
<br />L,-) I
<br />, I U -
<br />PAN LENGTH r GM` ,-,
<br />; . .
<br />, mi f I
<br />! ON SHM 3) I
<br />EXIST
<br />-I
<br />I
<br />(SEEM
<br />I I
<br />"' , G�
<br />SHEET 3)
<br />ON 'm
<br />I
<br />SERAAA
<br />TO GU
<br />-11 I. ! �
<br />E
<br />. %wH
<br />T L_
<br />__
<br />I
<br />I I
<br />� ff 11
<br />Av
<br />, __ r - I
<br />, � '. . -- - , . -
<br />-
<br />I( 13E SCH
<br />I S 3
<br />014 SHEET ) !
<br />I I
<br />: C4) '
<br />1. I
<br />Box f -
<br />OF V :, r
<br />�, ; I 1"
<br />"" 1, : � 1. _,",
<br />� -
<br />ED
<br />911"
<br />- - -
<br />� - -��,
<br />I � �
<br />...
<br />" . 1
<br />.� �_
<br />�.
<br />.- ,_ , I
<br />1
<br />1 ( I ) OP, .L. I
<br />VAX
<br />11 I I : 01
<br />�
<br />I -
<br />[
<br />: �
<br />I ED : -1, . - ! "J'E' Of V
<br />.C.
<br />. ..... ,�
<br />,,�" I
<br />- I MAX
<br />I
<br />i ��;:�._11111_
<br />.
<br />I
<br />t
<br />,
<br />��
<br />,
<br />'IT
<br />- 1.
<br />- ` _
<br />- ' .
<br />I '
<br />I
<br />- � 1 1
<br />I., 1.
<br />�
<br />Qfi�,-_
<br />* 0.
<br />:
<br />5 _::�: _ I
<br />�
<br />" _ ;�
<br />J
<br />,I" I , , � .�,-�,�
<br />"'i
<br />EXISTING POURED - '�
<br />'0�,.",
<br />' CONCRETE ANCHORS -
<br />�" (SEE SCHEDULE Of
<br />'L `_':"-'_
<br />�`��
<br />'tl(AIT
<br />,� " .-
<br />777,�
<br />I�
<br />_ I
<br />___J�
<br />CONCRETE ANCHORS '5 L____, I I
<br />' '
<br />(SEE SCHEDULE ON -
<br />",
<br />CONCRETE 7I�- �'�:,'.�, .
<br />'
<br />- - - - io)
<br />"' GO, SHEETS 9 THROUGH
<br />�*,,,�:-,"
<br />, ,
<br />SHEETS 9 THROUGH 10) IN2 I/11- LONG MAX, ALUMINUIM
<br />-
<br />I
<br />REOUW.O
<br />' - ' ,
<br />- C OINDITION)
<br />�'. ,:�
<br />_
<br />�', :
<br />". . . ,
<br />,1. �
<br />' -y-' SPACERS 0 VAUD FOR
<br />_,1. I - D.C.
<br />iiir
<br />CONCRETE ANICHORS.-
<br />, I �
<br />,
<br />" ,
<br />IN:,
<br />� 1. 1;
<br />- -
<br />I , -
<br />: �; �,
<br />%mPOURED CONCRETE
<br />C R BLOCK
<br />M
<br />Lfi.X
<br />ALL DESIGN AND PANEL
<br />EXISTING POURED CONCRETE LENGTHS PER SHEET 3.
<br />OR CONCRETE BLOCK
<br />(STE SCHEDULE ON - - to,
<br />- - -
<br />�� * I
<br />�',
<br />REOLIM.
<br />%REQUIRED
<br />�C �; MU. LOW. ALUM" SPACERS 0
<br />. 1/2- 0 C. (SEE TAME 0 1 ON
<br />SHEETS 9 THROUGH '03
<br />_�.
<br />SHEETS 9 a 1a)
<br />CEILJNG AIJMMOUNTING
<br />SCALE 3/11i
<br />BUILDitMNTIN
<br />SCALE 3/ai
<br />WALL MOUNTING 1OIR %m W/IPACERS M OR
<br />SCALE 3/8-1*
<br />X. ......... ItHI"O",
<br />0 jkA ,
<br />!47,?\
<br />A ..
<br />.91_.:
<br />. 'I*- . I
<br />*�.*`\�CENSI_ -��-.,.
<br />I .
<br />FLORIDA BUILDING CODE (Mon High Velocity "ur ane, Zormi
<br />z : 0. 44167 _'. s
<br />- . C
<br />f.P.
<br />Wam 1knw. - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />ED, - EDGE DISTANCE
<br />( SEE SCHEDULE ON
<br />NOTE FOR CQMN910N QE SECTION �
<br />TOP & BOTTOM MOPOLINTINGS CAN BE
<br />! ,.- * , * -F
<br />1 ... .
<br />I I... STATE Ot��,jgi=;E___,
<br />� , .
<br />Vii .'�ORID�.- .1i
<br />,�� w
<br />op� In
<br />wt"/IM
<br />GLOM PROTECTM PRODUCTS. LLC. [NOT,
<br />��. ��. .m SW 51 IrRm
<br />QWIL M. 31114
<br />SHEE TS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />.-
<br />,vvy-
<br />'i I. � ....... �i%;� I
<br />--�--��.- 20-175
<br />,.taR, DO.
<br />. )MI-IUS, FAIL,' M-)@W�ft7
<br />- TWA m Iii, am -
<br />I
<br />ONSTALLA110N.
<br />.. ........ t#W*K/Nwnw-lb�In
<br />-
<br />- - n. - I - im. - - ov� ft.
<br />*kqx A Ti , - -1. fq 1 1 S.w 5 op 1.
<br />I
<br />FLOM" i 11 viw I . 1 1 I . I -
<br />I
<br />" I
<br />I
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />- .
<br />, , _F :/4'*.iAC SCREWS 0 6' OC� W/ . .
<br />,- I I
<br />- I - .
<br />I - 1 1/2 - THROPPOPEOPEPaiiiii . ,
<br />__�!_ . r .4 I -
<br />I . - =. � - -
<br />, I, LAG SCAM 0 5, OC Vvr �, I - 10 EXIST" *Vm HEADER . �
<br />+
<br />. �/4*-
<br />,/,. ., T.W. I REOLVAID 1/4,0 .Ac satim 0 6, OC W/
<br />- , MEMO TIO. 11. � . FIAT OR an EDGE
<br />� I I 1/7* - TMR1ADW REIIIE'RATiOn
<br />4 �j
<br />I " .
<br />-It: E.6'Na .= 111EADER, � % I , -)
<br />- . - . 11 ) ---..(! TO EXISTING NOW
<br />. I (!) I. IT.., - SAI t,, I -
<br />1;
<br />, - -
<br />- - - '.
<br />I , I 0 EA M OF0 I 4
<br />� J� --- @�t ow. SKS � 4 , I , b . - / � IA S
<br />" I - 6 C_ V; I -0
<br />, T 1, /
<br />p - vj - or,
<br />i or -t;
<br />. - I- I -
<br />,
<br />I 0) I �' I I � I ; I � w
<br />�'
<br />, � 11
<br />" h 1 � .. I IT-1, S. 5
<br />I I -. um, S.WEn 0 5- OT:. ./
<br />�, ,_ 41 ;� . F. i
<br />_Yj. G,
<br />. f ! Iy.-.;!,wV"/1m . .. . VI � I I .1, - �_. VIENCTRAFON � c:I, 0
<br />- I
<br />I
<br />I
<br />1 _r (SEE DETAIL 1/2,I, A I "Im ., f32 m EXM�� Now HEADIEF, _?
<br />-
<br />I � .1 1 49YE 'A BELOW) - I - - - I I
<br />- C4- 0 f7w) q
<br />7�1-;, Lrx
<br />____ - 11 I I IKE 1�74011-1�`-111 A
<br />I Ld - ;
<br />1 -3,116' AN- POP MITI 4 CIII,'t WIT
<br />11
<br />2- #,..V!iNs I I - , -
<br />I f 0 mqo"o� Of EMERY IS) � ,
<br />0 VIA EVID OF I
<br />� (D
<br />I
<br />CT
<br />%WAS'," OP
<br />; I I I ,
<br />I -4 - �, 7 V I - ,_ I
<br />WOOD Toi : I I __ - - I . :1 :
<br />www r (SEE Drk,,/?. A,
<br />- _01 j -1 ____ � �
<br />- I z "m I. a"W)
<br />- - � , __ I T_ REQUIRED -
<br />WOO
<br />_FT Ia : - 11 I I
<br />I - 1 "
<br />! 1
<br />I 7 9/16- mW, I/.,O_2w/1* 5
<br />" I - - - .
<br />: - SEPARATION - : .;,20.1/1* � , : I
<br />-2 ii/w w I I I I
<br />SEPAPATIO", - /.,. TO CLASS
<br />: 7 LA'_-`�,'Li :0� ; -
<br />10 GLA.S MIS V./271/Viii - 9 ! Z
<br />.m PAT 0 ZAR g 12' 0,_ �� Ij
<br />; Pi . _!ta� 2 ,/a* MI, I
<br />FARY OVERLAP � ,�! 9 SEPAIM-KRY - i
<br />( . . I
<br />I/`-_20Y3/-_ To CPASS 1
<br />1 10,_20.31., 6
<br />. q I � 2 9/16* - -
<br />"11/_111.' � :pFw!/ T
<br />Vi (_ �11 ; - - SLIA"I'm - I
<br />/. 0
<br />- .
<br />I TO Q� EVERY OVERLAP b i rMur, mvw i
<br />i P
<br />i
<br />I
<br />1 5�1
<br />III
<br />�a -
<br />� I i ji I I I i
<br />" , d ,
<br />I ,- I
<br />- A, � II I : 9 i ! I
<br />�,
<br />i N I � - -
<br />I III . i I I - 5
<br />, "
<br />1 � 0 t, I iv. IJI
<br />'§ 8 , *� . i :
<br />I � . t i i . I
<br />i- ! =,�= __1_4�1_ A tx e 1
<br />; j jj I j sg �,
<br />I
<br />� 1 3 �,
<br />. I I �",. 2 I
<br />4 r ,111,�I,= :;� F7 19 0 1
<br />!I it
<br />I �
<br />- a I _ , C .
<br />. : �,,, WING MIA 5 �, I
<br />I .. ,'� liG ! - I
<br />I , , - I - . I . - OF - DI -�jj I 11 I'll , f �
<br />isk -1 I �
<br />'I
<br />! ".�.I
<br />2 . .. -Z
<br />� ---I I ,
<br />I I... 1, I
<br />a 7T
<br />I
<br />- 2 : '* " NY 11 Qm=-,LT:,UE - q�_A �_, ___ , I --
<br />21 I -1
<br />.- - .11" "..
<br />4 - � I i 7/3' , -WREAOLD 8 11 , " .-
<br />IV " - . t 1 �/ 7j'-3//�.,I
<br />&Znl
<br />I
<br />. . � NOTE ,A .1 _L I? PEMPETR47KANO 12 1'.2- Oc 11 � p - II
<br />I , VILIT 'j, PV_ ,/._
<br />� Pat
<br />_t _m -
<br />I
<br />. L I.J. - 77 ,� _
<br />,/I
<br />I_ Mari Gi
<br />W , _ � WIRED ' § THI��v
<br />�2� .;"./. TO Waco 2g;.'Al
<br />SERIES zm O", - ,`
<br />FLAT OR ON MOE � --f � , I ,
<br />PANIGMAIT PLUS ./ - IV/ ,1.._1,2-
<br />- 11) 10 � 1; 91 Zlnid -M I- sam� I 6 ;,;�Ii
<br />�
<br />1 TV- , I W/wI-,yg
<br />,CNO, Goo ENIETIRM I* 12' 0 G � . . I , C_ Oic
<br />0hem
<br />.1 . -Y - I ,/--..LAG SCALlsis 0 6- Oc IV/
<br />m 1 _'1/.,..,AG SCREWS 0 a' . r IF ,
<br />- (2gQI.' 2. -
<br />-1. 1/2 VN. II-TEADEDRIENEVIRATION ' 1/2 VVYI FIVREADED PE MOTION
<br />wow -LOU-" -2 - I (ul'i
<br />ALTERNAMVE 2"W 1 ..
<br />FLAT DR ON El" 1 - .11 2'14' .Gai )w Nau Ri 0 .Dow. a RUPLIT
<br />SCALE I /4-.1- . FIAT m 0. ED"
<br />1 � PLATE KOLWD I.,
<br />III - - - i - - I
<br />ALTERMATIVE I I
<br />__ - SCALE I/.-.,- BUJIV5��TING
<br />- � ELOOR TO CEJUNG MOUNTING
<br />hoym,
<br />I WALLATKAIS ARE ONLY VAX FDA BUILDii IMPHI AS D� DESIGN ,DADS , � ___ INSTALLATION ALTERNATIVE 4"W
<br />, � "' " SCAUE '/.'-I'
<br />U, 10 'OOOL -15' NI AND PANEL$ LENGTH UP TO S'-tO' . ,
<br />� 1. - it ', *HJWAM 311w
<br />I
<br />� 1.1 - �41?`% SCAL, E 1/4'. "
<br />2 FOR NEW WOW FRAME CONSTRUCTION 01000 MEMBERS TO PRIE SCXJIHERN 21 I, . I ,VTIOFY� I`* , ,
<br />P APPE �
<br />%,:i. 2. W1 SPECIFIC DENSITY OF 0 56 OR EQUAL � ; ,OV"'... EN
<br />11 I . \.\r- se,!�P\
<br />z .* FLORIDA BUILDING CODE (HIgh Vei No can. Zoned
<br />Lu=:j
<br />MMLJ& I f NO. 4 - - IrUrni `PLYEYO� -
<br />z
<br />.SnEISK luomr tA As
<br />OULIEME" FDA I Top = I 20 GAGE GALVANIZED STEEL STORM PANEL
<br />. 1
<br />Vii -- Tor - ", I
<br />Clir. TO Tw ON - Z_ : , - OVAMY,
<br />AS IMS �Ri
<br />I S I
<br />, jrAm, �sk%i - .I-
<br />Iom on JOW � -1 1. , ,�_ -
<br />A's"I"An", TYPE M , , -1 -P=.w � ."... STAT Of w/m
<br />� GLOBAL PR OTECTION PRODUCTS.
<br />F*
<br />:��!7�-> Lw. PAM
<br />."i DIt:,r_1 �_
<br />�
<br />"Emm jimmai � ___ - __� -w I., 31 sww -
<br />. 1-1 / -Z - - -
<br />- - L. =T. __. I'Mor"I'Ll"Mi COMPAR, 0". "' �11
<br />"11;111'�111�
<br />I- % - MY �, �vx V, - "NI)-i-4 1. 0.1-1.1 .-Aw i�ym F. 20-f76
<br />"AAR"i
<br />A BOTTOM K"IMIG!I t. CONDFINDIN A AMCMM LQW11ON '9175= . - "...........- - _"S"II, ol,.M.,
<br />�t
<br />I
<br />To
<br />- SU" Aw INSTALLATION SDMLE '/4 . I- VAAWVi .
<br />'I -
<br />I QVXTI�119 -.1 1 -
<br />I
<br />I
<br />- NOW SHVFTEP "I'Vi NO, S"i - 11 _FY %A1/SKRAAF`.REf`A"E .io. I, ", ". " _ ...+ im
<br />- -_ am Ln # . � 24 or "
<br />I I
<br />vliizl'llisi�l',IALIGIR, � ,
<br />__I, " , ,�
<br />W.Imi-�.M.i, .
<br />�'- I "
<br />�,,Ii.nl;l�l-i 1 ;11; ; I ;1A
<br />. -
<br />MAXIMUM PANEL LENGTH
<br />*L+" OR *L-" (it.) 0
<br />MAX@" A,S.O
<br />DESIGN
<br />PRESSURE RATING
<br />(P.Vi.f.) I. . -
<br />CONMM At WOW
<br />INSTALLATIDWS, t
<br />IL+
<br />ILI
<br />2av
<br />12,-O*
<br />12'-O'
<br />___�io_
<br />fr-a,
<br />W-Op*
<br />�___
<br />.G
<br />---T,Z- I_-
<br />_r
<br />-
<br />_,.
<br />FO;
<br />JULO
<br />to'- to'
<br />W-0,
<br />-
<br />Mo
<br />-
<br />?a*- f,
<br />jii
<br />43-
<br />___ _�_____
<br />Mo
<br />9 .-a .
<br />-;;_-a-
<br />_v7__fr_r_44w_
<br />A�r
<br />-mi
<br />, _
<br />#* a,
<br />, � _ -
<br />" ,
<br />a' -a'
<br />- -?,---7-,-
<br />-
<br />70�
<br />__
<br />,�. I
<br />ISSIT
<br /> __ di
<br />- � - I'la. � - .
<br />11 __ --,----
<br />?"
<br />.. ---
<br />ISO
<br />I'-3'
<br />01i
<br />Mi
<br />�
<br />I.-2.
<br />__
<br />dri
<br />____ --
<br />0.0
<br />;-:w ,
<br />_i74;
<br />-
<br />---i7--5- -
<br />67
<br />-2-
<br />-------
<br />Oi
<br />_00.
<br />, ,
<br />0 -0
<br />1____!�o -
<br />F0110
<br />--!!L- -
<br />-
<br />3'-fY*
<br />__
<br />10SO
<br />--!:-v
<br />___
<br />6,-3-
<br />___s�-_v
<br />__
<br />1100 4-1
<br />-
<br />-
<br />31-71
<br />I--
<br />1150
<br />- -
<br />-
<br />- -
<br />V-S
<br />
<br />I 1116
<br />-_
<br />-
<br />5�5 i
<br />W
<br />SINGLE PAIRLIS C1 I �
<br />QVID Ii TRACKS (LI - I - 1) & -0 2111 D.M.,(D, 0. (
<br />112AT-EACK-ENO -
<br />MAXIMUM PANEL LENGTH (i), @ .1 9
<br />*L+* OR "L-' (ft.) El-
<br />wymw ks.o.
<br />DES"
<br />PRESSURE RATING
<br />(PA 1.) (. G, -)
<br />CONCRETE & WDDO
<br />W-ALUATious It
<br />L+
<br />I i
<br />�
<br />J110
<br />I f 1-01
<br />i
<br />310 I
<br />_F0T-P_r_
<br />#.-#-
<br />40.0
<br />III
<br />Iii
<br />___
<br />___ 45.0 -
<br />Sao
<br />- - - - -
<br />.- $&a __ -
<br />- ___ -ii
<br />di -
<br />- #,-I, -_
<br />Ai
<br />Ii
<br />- -
<br />Iff'-2'
<br />-
<br />----.
<br />- -
<br />- r-r_
<br />Y-51
<br />_--iiii
<br />$*-a' -
<br />_i:4��
<br />r- 2-
<br />___
<br />Mo
<br />?,-S*
<br />_ ,
<br />Lf ,_
<br />-
<br />no
<br />-_
<br />1'-2 I
<br />-!L-
<br />Ili
<br />__
<br />eac
<br />�
<br />,...a.
<br />- _67--s-_
<br />__
<br />III
<br />1-01
<br />O"_J*
<br />- __
<br />W-0-
<br />- -W-- -
<br />Pi
<br />- -
<br />j7-;�7-
<br />___
<br />pso
<br />-
<br />6 .-r
<br />- -
<br />TiF
<br />0 -
<br />too.
<br />--ii
<br />J_
<br />5._ r
<br />.- _.
<br />rOVS0
<br />.-
<br />III
<br />_
<br />S,,
<br />�
<br />I 10.0
<br />-
<br />5'-f *
<br />I MO
<br />-
<br />Ii
<br />. I—
<br />41-4i
<br />MUMUM SfPARXIVIO% TO GLASS SCHEDULE
<br />MM*AUM
<br />PANEL LENGTH
<br />GRATO STREPED , I ?a v,
<br />-
<br />WIND SPEED � 170 ..p.n
<br />00
<br />uminsimumm
<br />I ResiGIVANNED
<br />UNRESTRAINED
<br />RESIPAIWO
<br />30 OR LESS
<br />I'
<br />I 1. .
<br />a'
<br />6 1/4-
<br />>33 TO 90
<br />1.
<br />1.
<br />I t/2-
<br />7 1/2-
<br />Z_
<br />I .
<br />7 t/2-
<br />7 i/2- I
<br />L��
<br />UININIUMI PANEL LENWH (in) FOR A GIVEN UOUNTING CONDi
<br />TOP
<br />DIRECT
<br />I
<br />IF"
<br />--
<br />`X, S,
<br />� '"
<br />"
<br />-r TRACK
<br />*W
<br />OUT
<br />., TONG,
<br />I '-
<br />BOTTOM
<br />MOUNT
<br />HEADER
<br />HE ..
<br />ANGLE
<br />.-
<br />�-g-_
<br />.=
<br />-
<br />I DIRIECT Mounn
<br />46.
<br />32'
<br />32'
<br />34-
<br />SS'
<br />50
<br />I
<br />50-
<br />-�gj
<br />I I �5'1(1,5* 97UD ANGLE
<br />'.
<br />32'
<br />_
<br />32*
<br />-
<br />32'
<br />ii
<br />30
<br />w .
<br />zi-
<br />- r TRACK
<br />,
<br />'.
<br />'.
<br />1.
<br />42,
<br />Iii
<br />OVi
<br />-
<br />i W.
<br />I maz� - flpkwA�
<br />a
<br />- SO.
<br />1 32-
<br />j 32
<br />__�;�--
<br />__�!�-
<br />�
<br />C9
<br />8
<br />MUN -
<br />m
<br />I
<br />50'
<br />1 32"
<br />1 32'
<br />I Go .
<br />.
<br />*2/4 +11/4, 3/4, 4/5. 5/5 & 5/5
<br />W/S. 2VIN/S. 3W/7 & 41i
<br />3' MAX ANCHORS (SEE SCHEDULE ON 3* MAX
<br />_ - - -- SHEETS Ili 10 J111 I) - - --- . -
<br />, I" WN I I mm,
<br />, ...___. _ - .. ..,
<br />6 a 0 6
<br />1
<br />- :7-
<br />rT I - I I I- -I - � - -I - r I - 7 r- -i 7 I , __ T_ 7 - -1 - - - 7 -I - 7 -, I , !
<br />I I I
<br />. i � � I
<br />I I � i I 11 !I !I 11''f 11 I I 1 �
<br />I �
<br />- - 1 i L _ I --- ,I - i I � 1 I1 I I ,. I
<br />_1 1 I L. I " I i A I I : __ --I 1
<br />1
<br />__ i I- 1 J__ I ; 1 - T T - _ I T - -I � i
<br />! � - ; , I - . �, _ I , I
<br />__ i I - it - I - I It ,i� � i . 1 1 - , I
<br />I I 1 1 I I 1 1 1 11,11 �, , g
<br />I � !
<br />I
<br />i 1 i ! - I - - -
<br />; r - 1 1 . I , BOLTED PANELS Wl 1/4141, - I
<br />11�'T I LoiaCK:�. PLELS 1 I 1 I , . ! _ _�
<br />1 � � i 1 4I 1 & i EVOLT my 0 0 .-"��IRUUR I
<br />(SEE SECTIONS AS I :
<br />I 1 � ; i i , I I I
<br />I
<br />I I APPUCARU) I I i � 1 1 i i I I 1 (SEE SECt*NS AS JNVRIPUCABLE)
<br />Ii 1 1 i , i i j � I , ! :
<br />I I I I , I I i i i I !
<br />I . . . I I - I ; I � . . ,1 I . i
<br />� � I 1 1 1 1 1 1 � ! 1 f i I i I 0
<br />q I `,`
<br />! I I ! i ! i I ! i i i i I
<br />;
<br />, , .
<br />,
<br />. ; 4 I I : I 1 1 1
<br />1 i I , I i I I I
<br />I I I I I I
<br />E
<br />i I � I � I I
<br />, . ! 1 1 ,
<br />D.Iiiii (4 , I � I , - - - � - I j - - -
<br />__ _j. �.j_ I- � I � I . I 1 14, I To -Hi � I
<br />I I.I I 1 L! �- . I .� 1 � L 1 1 2 1 1 1
<br />- - 1�i I I I 1�i j I ,
<br />D A a i . I , -
<br />win � 3' MAX
<br />@oi - I. wk - 2/4 1/4, 3/4. 4/5 5�5 & Ii I. "
<br />L* L111IIIIII/i 2W/6, 3.111i & 41i
<br />- ____ - A04CHORS (SEE SCHEDULE ON SHEETS 9. 10 Ji -,
<br />-
<br />REGULAR STORM PANEL (j) ELEVATION I
<br />zm,* N1 I.S. /0 m. GAP
<br />11 (w,t CN1xv_., Itu mium L
<br />1/4"im- iL7_ -V--/- ____N.�
<br />MAX. GAP -N�_ --I - _\_�,
<br />I
<br />10 N.T.S. IC -I
<br />""C'k
<br />0(t) i mA)mm glOwAKI PANEL, LEMM FOR A GAVID4 POSITIVE JLSO. DESIGN LOAD.
<br />L MAX AUDK#W PANU LONM FOR A GIVEN ME IME ASO. DESIGN LOAD,
<br />(2) PROCENM 10 DEtOUNNE MAXIMUM PNdX LEI4Gft
<br />GIVEN A PMIM ALS.D. DESIGN LOAD. DEnMW MAXIMUM PANEL LEkVM "L,* FROM SCHEDULE.
<br />OWN A NEGKTK AS.D. DESIGN LOAD. DOU&MC MAXIMUM PANEL LEMIMH *L-' FROM SCHEIDULL
<br />FROM. MAXIMUM "OWOU M04M LENGTH IS EQUAL TO THE ilMN DEnWNM FNIEL LVCTM
<br />K""N 'L., ANTO ,,-*
<br />(3) SEE SCHEDULE BROW MR OWN. PANEL LENGTH FOR PMOSM QUALIFICATTION. I
<br />____
<br />I t __ *WAUATMOIS MO OM ARE UMM 10 * 25 Wirf MAIL Ii DESIGN PRESSURE RATING I
<br />. I , �
<br />It . -212 . SPACER Ii USDO
<br />.
<br />.
<br />. .
<br />f i . Ti it I.
<br />.
<br />I . . FUORJOA BUILD114G CODE
<br />I -
<br />. -
<br />.
<br />: TXMM INC
<br />TV: I- -1 167 '. I 24 GAGE GALVANIZED STEEL STORM PANEL
<br />*
<br />MO, 5�i�-:��- � / I I L I E C 0 # -Ne � \ IGLOUL PROTECTION PRODUCTS, U
<br />mm 3-9 51 �
<br />GOV. FL =I.
<br />P`IaM` (�)--� I- (-""",
<br />1w
<br />F,P
<br />DOWN w
<br />#?M/N"
<br />'It
<br />-
<br />20-175
<br />.Rwm ft
<br />S.m s OF 10
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />�, . . . -7 - . - I - __ - � t - " .. - I - - � - I
<br />�
<br />. I . . I . I SEPARATION I )
<br />I - - ��, INTOOD ANCIVIONS . . . I tle I ($To =GLASS. ,, . � I k-1
<br />-
<br />. . - I I I EE I
<br />I
<br />I I (SEE SCHEDULE ON I - � i 4) I/e.-Tery I
<br />I I , 11 � SHEET I 1) MEAP ONLY!, r DIN SHEET 3) 1
<br />.;�.,_�
<br />I
<br />! I . m G, 4 114v ITT, k
<br />li - .W.P.
<br />w R"
<br />I _.. -_ ___ __ 'A - ;,
<br />I : I i I � I U"A` O'" Y
<br />_�',
<br />"
<br />I
<br />I I � I I � � - __ � I V INP.
<br />i
<br />. I I I , �
<br />, I EXISID I i - -
<br />I
<br />I-,,,)pm4EL LENGTH
<br />. I
<br />WOW HEADER _' V1 �
<br />-02 wow
<br />- ANCHORS 1_1 ! Kzg�i I (SEE SCHEDULE
<br />i
<br />REQUIRED _ , -_ 1
<br />I . (SEE SCHEDULE ON ' , I - - I - - ON SHEET I
<br />N_ - -- -
<br />0. SHEET I 1) - SPACER 1�r
<br />I I i
<br />� I 10=pi '1/2- ' I 1 1010141m . , � 0 a .. Fl. 1-1 - ,M
<br />V:
<br />OF V
<br />�
<br />� . 1: -1 I , t MAX
<br />4 C, )
<br />-
<br />. r il i I WOOD HEADER - .w : ED i
<br />'.
<br />1
<br />REQUIRED , 4 .
<br />I . I , I
<br />. " I MIT, �: " I
<br />I %i : [ . � 4
<br />1 � " . I 11 m it g,� I ED I I -
<br />[ c!)
<br />I I
<br />, t .- -_ I I
<br />:'t- , :
<br />r-
<br />. i I i i
<br />I
<br />I L-J I - I : I . -0 I' AUX. L014G ALUWftM SPACERS GO 12 1/2*
<br />LI
<br />I I OC (SEE TABLE It ON 94M I I,)
<br />I Mar. ! _01 I : I SEE NOTE - BELOW FOR LWAT*NS FOR
<br />I SEPARATION I V MAX, I V Mo. I
<br />I I I 1 1/2" LONG SLEEVES.
<br />�
<br />PA14EL LENGTH PANEL LENGTH I I
<br />I �
<br />(SEE SCHEDULE I (SEE SCHEDULE � I
<br />ON SHEET 3) (SEE SCHEDULE I PANEL MATE FEMALE ID OR PANEL MATE
<br />: ; ON SI#EEY 3) !_ I ON SHEET 3) -
<br />,� PLUS (SEE SCHEDULE ON SHEET I 1)
<br />I
<br />1111101� I
<br />I "
<br />,
<br />j, 'Ir AT I. .9 -a �
<br />i ; .. ! I
<br />'i
<br />'
<br />I - � ; =rl-G, EKsnK 11 SEPARATION : 2'.4" WOOD
<br />ExsTIPNG " -_ -1 ;a
<br />I
<br />[
<br />: �
<br />CLASS ii I - I GLASS ir(SEE = - I PLATE REQUIRED -
<br />I � I �
<br />on SHE ! -
<br />"', 3) DIRECT MOUNT W1 SPACER 6A
<br />I : 1.
<br />_�
<br />*ET
<br />I - I I -
<br />1 1
<br />I I,, I
<br />1 7-11 :: C5 4, SCALE 3/Ii
<br />1 � 01 11 . �
<br />I P
<br />ON SHEET I I
<br />I I sox I - I Or 12 1/2- OX SEE rTA FOR MAX. PANEL LENGTHS &
<br />1
<br />Ai
<br />I : I of % ED � I I : .0 DESIGN LOADS FOR THIS INSTALLATION.
<br />I I ,-, 1 14 MAX , , - I
<br />. t, . � I
<br />I I I . 12 t/2- OC It I I I I
<br />-
<br />"
<br />ED - I I i 0 ; I ____ ,---------.-!
<br />. ji
<br />I i
<br />--- - '0000* t. 1 I . -1 WOOD ANCHORS ! ** i
<br />I— I I �
<br />- I � . . S7AGGERED W/ STUD �
<br />I
<br />, � (SEE SCHEDULE ON I SPA= IA WAY K I llr LONG At. -
<br />t -1 - IT '.
<br />..
<br />: � SHEET I 1) I OP) V&V"AIM 6 LMD To A OK WROi &JLDM Gain tii 1
<br />2 .K4. *wo -U4 ! *wm I . mm MN 6 A PUUCrOO FMM ANY I
<br />I
<br />PLATE REQUIRED __ - " i sAmm meow CANDMI NWAIM Ok MV 11).
<br />I
<br />I 16. - I
<br />- � PLATE REQUIRED i "WARINDONn"i
<br />I - - SoroAG%fn Mrw/ STUD I �IOL SEPARAMN TO GLASS .JDItM �111 . . . 1 2'.4' WOOD i
<br />SC SIM 3 6% 1.01/�i : , (2) ANCHORS oom � carahm 84 Olma WOO "WALL to pw �
<br />HCDULf ON I i -
<br />�KQVjr - __
<br />I " MO" K Va= wjmm At a
<br />LONG AS Im VWXY
<br />I IssKav Il cowtn wft I ma a A wnm=m FROM 12 112' ax� w.cm Z..". �
<br />i
<br />.
<br />� I S-W 11i I
<br />I (1) MkV" ASD DEM PNENSLK 1 I :
<br />j
<br />� IKIOG 8 -W. -45 si I I (3) � 24 G&W RVdL LENGTH 6 UWrID TO W AT ANY OPD" !
<br />I
<br />I , I ; MO 8 A OESIMMM MM LOW MADRID, U)IPM AUOM GM I
<br />- . . - I I DO NPARKIN STORM 'APa UNNITH 9 I NG I i U?rr j SOWAL!P-W 11).
<br />n. I WALL MOUNTI Mo I
<br />V I
<br />ALTERNATIVE 2W 1 (4)1 Ile IM WCM CMPOKW NA ONALL GE 0 MCM ON J
<br />i
<br />WALL MQUIPTIM � SWU L
<br />i (3) STOW PAM OWMAMM 4 ONLY
<br />ALTERNATIVE I W INTO Am Dwm "m FRAME WALL I SCALE 5/13i VAUD Ft�MVUAIM Or I t/r UNINT WACO M ITS (ONLY 1
<br />1 WING MON3 1. 2 AND 3 14 OUEM= W �
<br />i
<br />I ! j_NWG
<br />SCALE 3/9-1- 1 (A) marm"Amon VALID ami MR wm i � v..msm"wm Am w 2m Chin EW"DN) Or THE FLOODA
<br />am �
<br />ZOM 1. I & 3 PO NOW f
<br />L ,m-ot i i i
<br />I
<br />- � - ____ --..---- --.---- �, � - - �
<br />NICITES, ......A-.... -_
<br />... E -. 1. - FLOR111 A BUILDING CODE (Man High Velocity Hur carm Zone).
<br />- ____
<br />NOTE FCIR COMBINMN OF SECTMNS: I INSTALLATION ARE ONLY VALID FOR MAX. A -SO. : No. 44167 * S 4"" lkwA MI 1".
<br />- : *. Ti 24 GAGE GALVANIZED SIM STORM PANEL
<br />DESIGN PRESSURE RATING P.s.f) AND PANEL LENGTHS I
<br />! * - * : 2 DW� Ti
<br />.*z --_--I.
<br />TOP & BOTTOM MOUNITINOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . .
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERWE 21ii I * TATE 0 - 7 . - Ili \ GLML PROTECTION PRODUCTS. LI.C. G` 'wE
<br />1. �!o ..
<br />INSTALLATION, I , � 4�___� � sit. 5 vmw
<br />. , Z:T:l =Tk-5-0 _. - -
<br />!ORIO ` om,m� ca"A"M"
<br />. . 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD � , &G,1NIP =.7r.* DMAL F` "I"', TGG� 20-175
<br />� _ occ __ �-- PHGNGLDWM
<br />MEMBERS TO BE SO1jtHERN PINE No 2. ill/ SPECIFIC N �i&i;` I�qw - )�� FAA, 004
<br />.
<br />1 DENSITY OF 0.55 OR EQUAL. "t ...... ummwe%...�,.. - , 1 - ! - I-., - IWW WINNING MI,
<br />- ; I - - f5m9 ; ! j ow 6 a, is
<br />. - F,iMxT-.,T.v
<br />-
<br />I
<br />GENERAL NOTES
<br />PC) IQ L� vvA%_fgw11_fi___1.%5_,mvI_-
<br />�0�`ii�A.A�i� -I
<br />DMOCUUMIRT (PLOJ HAS BEEN VIEWED FOR COMPLIANCE 4, ACCORDANCE /&'* TAPTCON ANICKOPPIRS, AS MANUFACTURED BY I I.W OUILOEX, INC
<br />WIT4 THE 2020 (7th EDITION) Of THE FLORIDA MIND C � IS ST SHALL NOT PIPE 01STALLUED AT HIGH - i 'i 10 PANELMATIE FEMALE PC AND PANELMALTIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRCME ZONES (ULW-DADE / B"ARD COUNTIES). 1/4-0 LAG SCREW PER Ad D�S
<br />OMAGH *RO LOADS SHAL_- BE DETERMINED AS PER SECTION Ili OF THE ABOVE &&WnONEI) CODE FOR A MN WING - 7/16'0 . 5/9' WOOD BUSHING, AS DISTRISUIED BY ALI POW SCREW. BOLT & SPECIALTY rG
<br />SPEED AS REQUIRED By 14E AFRISDICTION WHERE STORM PANEL WILL BE INSTALLED' AM FOR A DIRPECTIONALM 'ACTOR 2
<br />KO-095, USING ASCE 7-16 MO SMALL NO EXCEED THE MAULIMUM (ALSO ) DESIGN RATINGS INDICATED GNP S-Ii C 1) MMMUM THREADED PLIMETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PANELMAITIE PLUS4=
<br />1 TV tHRU 12 At 17 - Ia -0 PANELANUE FEMALE M 4%41�
<br />To VfGI THE ABOVE 00NINTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />PIEDUCED 10 ASO DESIGN PRESSURE RATING By MITATIFILVING THEM BY 06 0, ORDER TO COMPARE T14ESE W/ MAX (A,SO) C2) kANIAOLiM THREADED PENSRATIDN Or LAG SCREW. INTO THE WOW FRAME UNIT SHALL BE I I NO THIREAM
<br />DES" PRESSLIRE RATINGS INDICATEM ON SHEETS 3. 9 r4RU 12 & 17. 18 PENETRATIDIN INTO STUCCO SHALL BE CONSVD40 AS PART OF THE REQUIRED VMRENGED PEN 14,11b.
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NKTT� OVER STRESSED. A 33% INCREASE IN &IOVABU . . I
<br />STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS FAS�LMM SPACING 10 WOOD RAS BEEN WM�WNM- IN C11 MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL, Of AS INDICATED IN THIS DRAWING -8-
<br />-
<br />ACCORDANCE FIFTH i 2018
<br />STOW PAi ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERWIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MWNAJM PENUMDON OF WOOD BILISMINC SHALL BE 5/8- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LOW, MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA RUk(WM #MIA 01-01 AND 002111i AS SHOULD STUCCO EXIST, MO I , MINIMUM FOR WALLS WITH NO STUCCO =
<br />PER SM 12-99 he ASTM C 330-02 STANDARDS. AND AMERICAN I 1-10 AS PER =3
<br />TAS-201 MO TAS-203 PRGfOCOLS. AMID AS PER CALCULATIONS FIVERFORTMED OF ACCCIROWE W/ SECTI(514 '60, or ITIE C 5) IN CASE THAI PRECAST STOW, OR PIRECA57 CONCRETE PANELS, STUCCO Or WOOD WAFWS BE FOUND ON THE EXISTIAGG
<br />, WALL ANCHORS SMALL BE LOW, ENOUGH TO REACH 7HE MAIN STRICTURE BENNO SUCH PANELS __%
<br />IOMOA 9Uri CODE
<br />ANCHORAGE SHAL. BE AS MENTIONED IN C 1). C2) III C.4)
<br />2 ALL ALUMINUM EXTRUSIONS 10 SE 6OW-16 ALLOY AND 11EMPER (UNLESS OTHERWISE Ni SEE SHEET 2 (0) ANCHORS SHALL OF INSTALLED FCUO"NG ALI OF THE RECCOA04DATIONS AND SPEOWNCATIONS OF THE AMCI40i MANuFACTLOVER
<br />:e"',
<br />3 ALL ALUWNUM SHEET METAL USED AT CLOSURFS SHALL RAVE 3105-HIA ALLOY a PA14LS MAY ALSO BE [INSTALLED HORGOATTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECIVN I THROUGH 6 (5MEETS 4
<br />T
<br />4 KILL STEEL SIM METAL PANELS SMALL HAVE STRUCTURAL QUALM STEEL ASYPU A-053 GRADE 80 MINIMUM, G-60 GALVA141ZED ZHROUGM 5) EXCEP` THAT .EAOER5 Q & Q) SHALL NOT BE USED
<br />SIELI DIESIGINAIPPON W/FY- 92 2 � (AFTER ROLLED) 9 T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VOW" THE SOUNDNESS Of THE STRUCTURE WHERE 94UTTEP IS TC BE
<br />5 Au SCRM TO fit STAINLESS STEEL 304 OR 3f& AJSI SERIES OR CORROSION RESISTANT COATED CAM" STEEL AS PER INN CLACCI= . TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SCOPE W/ 50 ksi Ili STRENGTH AND 90 I,t, TENSIi SFRCNGTH AND SHALL, COMPLY W/ FLMDA BUILDING CODE sim"
<br />�,
<br />J"
<br />2.113 10 CACH REGULAR STORM PM11 WITH LENGTHS OVER 9i AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTIEFINAM" POP, 3W & 4W ON
<br />SHEETS 4, S. 6 & 7 RESPECTOVELY; SHALL KAYE A LEGIBLE AND READIPLY VISITORS MARKING INSTRUCTING OWNER OR PERMIT TO
<br />a BOLTS TO BE ASTIA h- 107 GALVANIZED SML OR AISI 304 SERIES S7APALSS STEEL. PATH 36 P,vI MINIMUM YIELD STRENGTH SECURE PANELS WITH WK� M�EMENT DURBC PERIMS OF HURRICANE WARNING
<br />7 ANCHORS To WALL SHALL fit AS FOLLOWS 11� THE INSIALLATION CONTRACTOR IS TO SEAL/CA" ALL SHUTTER COW"ENI EDGES WHICH REMAIN 114 CONTINUCUS Cai WITH
<br />",
<br />5
<br />THE BUILDING TO PREVENT *M/RAIN INTFIUStON
<br />(A) T"w_%kT2)8m_fQti
<br />i/4-0 TAIPCDN ANCHORS AS MMUFAC!TURED BY ITW IRUR.Gi INC (W� V-3192 i 12 STORM PANEL IIIISTALLA11014 SHALL COMPLY WITH SPECS PINUICATED IN THIS ORAWNG PLUS ANY BUILUTIVIG AND ZONAGG REGULAIDINIS
<br />_ 1/4. 0 - 21!' CALK- ANCHORS. AS MANUFACTURED BY DEWAL; INC PROVIDED In THE JURISDICTION WN[1i PERIM IS APPLIED TO.
<br />- 1/4-* . I SOLI -Sr ANCHORS. AS UISTIRIFILIFTED By ALI PONT SCREW, WIT & SPECIALTY CO .
<br />(w,,i V,.- .0 13 (.) THIS PRCi EVALLIATION DOCUMENT (RED) PWAM of THIS ENGINEER IS GENERIC AMC DOES NOT PROVIDE PI-ORMA
<br />,
<br />",Do P` )
<br />- 414-10 FAINELMATE F0441 0 & PANIELMATE PLUS ANCHORS. AS MANUFACTLIVIED By ELCO COWRUCTIUM PRODUCTS. FOR A SITE SPECVFK PIRGINECT. ,.s WERE THE SITE CONDITIONS DEVIATE FROM -THE P ED
<br />- 1/4.0 ZAMAC "LIN ANCHORS, AS MANUFACTURED By DIEWALT, INC IIII CONVITRAC1011 TO K RESPONSIBLE, FOR THE SELECTION. PURCIMSE AND INISIALIAMN WLUDNG LIFE SAFETY Or THIS PRODUCT
<br />A I) MINIMUM EVOEDUM OF TAPCON ANCHORS INTO POURED CONCRETE SK41 BE 1 3/4-. 2- FOR i PAMLLMATE AND BASED ON TWA RED PROVIDED Hi DOES MOTI DEVIATE FROM THE CONIAITIONS, DETAILED GAP 14S OM%JME?4T
<br />CONSTRUCTION SAFETY AT SITE IS THE CONIRACTOR'S FIESPONSOUPPY
<br />I 3/4* FOR ZAMAC NNUIN ANCHORS
<br />W THIS PRODUCT EvALUATION DOCUMENT WILL Or CONSMAM WAUD IF MODIFIED
<br />A.2) CAUPY-41 & SDUD-SF1 ANCHORS SHATIL BE EMBEDDED 7/6- INTO THE POURED CONCRETE NO EMBEDMENT IWO
<br />SIUCC,O SHALL BE FAIRIMPTLE) 1/4- 0-20 SCREWS USED SMALL BE 1 t/2- LONG &MNNUM SHOULD STUCCO EXIST to) SITE SPECIFIC PROPLECTS SHALL BE PREPARED BY A rLORVGA REDISTITED ENGINEER op. ARcHi WHICH wtu, BECOME THE
<br />AND I* MINIMUM FOR WALLS ATTH NO STUCCO, AND WAY 13E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E OR) FOR THE PROUIECT AND WO WILL BE RIESPOPMOSATUE FDR IKE
<br />OUT Iii WING Nurs PROPER USE Of IMF. P ED tWA&ER OF RECORD, ACTING AS A DELEGATED ENGINEER To THE
<br />P ED ENGINEER, SHALL SkAW TO 'HIS LATTER THE SITE SPECIFIC DFt%MNGS FCR REVIEW
<br />A, 3) IN CASE THAT PRVECASI STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR *000 BOARDS BE FOUND 04 THE
<br />EXISTING WALL OF' FLOOR, ANCHORS SHALL BE IONG DOOL04 TO REACH THE MAIN STRUCTURE BEHMICT SUCH PANELS I.) THIS PE.0 SMALL BEAR 7HE DATE AND ORKAINAL SEAL AND SIGNATURE OF THE PROFESSIDNAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN &1) MO IN A.2) ENGINEER OF RECORD THAT PREPARED IT
<br />(8) TIZ-ow-01. S�QNC[31�_Gi,m_wi A14-r-m 14 SHUTTER MANUFACTURI LABEL SMAu_ K LOCATEr ON A RE&i ViSPOLE LOCATION AT STORM
<br />- PANII SHUIIER 'FOR"A" WITH SECTION 17099.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />" : TAPCON ANCHORS AS MANUFACTURED BY I I W OMLDEX. INC,
<br />SNAi BE PLA,,IDM,A,r, EVER, OPENING LASELINO TO COMPLY WITH SEC90N 170993 Or THE
<br />:/4/e
<br />_ - 7YIii CALK-m ANCHORS. AS IAMUFACTURED BY DEWAi INC FLORIDA BUILDING CODE
<br />- I/ A 1/4' SOUD-Si ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. SOLT Or SPECIALrY GO
<br />-11 CON " xRN
<br />- ,1:*O 0 PANELMATE FEM41 D AND PANEUMATE PLUS ANCHORS, AS MANUFACTUREG BY PELCO _STR I P;,
<br />r1jilliffrill",
<br />- 1/4, A ZAMAC 614i ANCHORS, AS MANUFACTURLD BY DEWALL INC , Im A,
<br />!4� Nx
<br />. � %IE ... :..
<br />4 .. ,
<br />91) MINjUtal EMBEDMENT OF TAIRCOM ANCHORS. ELCO PANEILMATES AND ZAMAC APPAILIN ANCHOR. INTO THE . , \,,�C_EN *,,-.*% FLORIDA BUILDING CODE (Mon ti vIi No cons Zorwi
<br />6 . _� _'
<br />I
<br />BLOCK UNIT SHALL BE 1 1/4. . .
<br />. -
<br />.: I ` 1 -Noii m"I'Viri w I.,.
<br />U
<br />81) Chi Or SOLID -SET, ANCHORS SHIALL 13E EMBEDDED 7/0' ITITO -�i CONCRETE 3LOCN UNIT NO OEM, %,44 7 - 1- 24 GAGE GALVARM STEEL STORM PANEL oPAW III
<br />STUCCO SMALL BE FEWr"ED� '/A' Ili SCREWS USED SMALL BE 1 1/2- LONG W.t#WN SHOULD II;o EX'ST, * - \
<br />AND I" WMtMUM FOR WALLS W111I NO STLICCO. it .0".. S 1b Vi2_ _�_ I C �
<br />.
<br />TATE Fr.. - z to % GLOBAL PROTECTION PRODUCTS, ". 0"'u."W"
<br />� - , . A, ... _ � S. .1 31"W
<br />__/_0" - - .I- -
<br />83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OFT *ODD BOARDS BE FOUN 1i .
<br />Nw � O
<br />;
<br />. I
<br />.
<br />. . ARM.. - A, ___`L_
<br />ON TO REACH THE MAIN STRUCTURE BEH"Wn SUCH P .. ..
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENKILI ., on,it- - JVw_-_ ........, .N= x l(�).W�, 20-175
<br />- ss,
<br />i; . . . . . . I -
<br />n �.� -
<br />ANCHORAGE SMALL BE AS MENTIONED N B. 1) MO in B 2) .1 - GRAMING.
<br />VIM .. - AW
<br />-1
<br />-- ��"O I-
<br />'1141,01-10, ,
<br />GINTER A� YIPUT �a, .1 � .
<br />!
<br />.""PT11"FIT,
<br />noni I", I .. -W I Or ,a I
<br />I I
<br />_.g'g;2r,'FM0M'0GON'RETE
<br />INSTALLATION
<br />INTO POURE12
<br />DETAILS
<br />CONCRETE OR
<br />.
<br />FOR REGULAR PANEL
<br />CONCRETE BLQCK
<br />"NO = CONCRETE
<br />9S.O. 0C.
<br />r1j
<br />STRUCTURES
<br />,� ,"
<br />.1
<br />Bi CK
<br />PEOU'Ri
<br />�;� r
<br />/,t��
<br />REOLOW.
<br />CONCRETE ANCHGOTS �,:, , ,
<br />-
<br />',�
<br />_�
<br />CONCRETE AN04M _'11 I
<br />SCHEDULE ON I - , �
<br />SCHEDULE ON ,. .
<br />(SEE .11 ,
<br />SHEETS 9 THROUGH 103
<br />- (-2i
<br />(SEE - , ;,
<br />SHEETS 9 THROUGH 10) 1461"i I
<br />1: 1:11,
<br />4)
<br />EXESTING POURED
<br />Cwr OR
<br />I w
<br />-
<br />I
<br />,
<br />-
<br />I
<br />cow m BLOCK q,3 I"""
<br />-
<br />I - -
<br />! �� �
<br />.,-,� - ,/2' 1/4-
<br />I ?,
<br />-_
<br />I - . ,,-.-,,
<br />i ��
<br />--
<br />I /,. f 1/4'
<br />�
<br />REQUIRED I',- -S
<br />,w .m 9"
<br />G, 0 Ile ri�
<br />,
<br />� "
<br />. ,!
<br />tt �
<br />VI - -
<br />,- �
<br />,�,�,
<br />m�m - .
<br />- CONCRETE ANCHORS ,�+s,
<br />. ... .
<br />I I
<br />% �
<br />;
<br />I (SEE SCHEDULE W , - I I I
<br />i ll',
<br />I
<br />E.D �, ."', I
<br />!
<br />!
<br />1-
<br />SHEETS 9 THROUGH 0) ..,* �
<br />�w� ,",
<br />� ", -, , "
<br />,
<br />, - ,,� F1 -.;, _�','.:-,,,-
<br />FF , :�. _.-,��
<br />I
<br />I
<br />� .�
<br />. I
<br />Im
<br />:
<br />. 1
<br />Eof i
<br />i
<br />I- 0 1 1
<br />7'.._";,. .
<br />Zi��4'
<br />1 cl)
<br />I
<br />I"
<br />: 01
<br />i ,/, : -
<br />L4 1 - (1)
<br />, -
<br />I
<br />L __ - - ,-- � -
<br />-
<br />I wi
<br />I
<br />I I k
<br />r � v �2 �0
<br />0
<br />ft, .-&-- -
<br />IT V. Ii
<br />1
<br />I _11
<br />_.T -
<br />- MZ
<br />NO
<br />:.�.`� : �
<br />I- - I ,
<br />F D. e,,:�
<br />� - I :
<br />:
<br />I
<br />F-
<br />T 9,
<br />i cm .m PAWL
<br />" SMAMT"
<br />-1 TO GLASS,
<br />T
<br />I omm.
<br />1
<br />,;,��,-'�
<br />, I
<br />EaX I (SuTs'GCX*emE
<br />=IG_j
<br />u2c� a" r-110 V Min,
<br />I I
<br />�
<br />I
<br />11 (SEE SCHEDULE
<br />ON 94EO 3)
<br />: %DOWN, 00 lF.C.
<br />I" �
<br />. �91 ; I
<br />, ON SHEET 3)
<br />PANEL LENGTH
<br />i (SEE SCHEDULE
<br />11
<br />0
<br />I
<br />1
<br />. I
<br />V Mor. Imin, SEPARADDIN V Mir.
<br />I
<br />i
<br />t,
<br />I ON SHEET 3)
<br />I
<br />1
<br />TV
<br />1
<br />I I I
<br />PANEL LENGTH -4 M GLASS I PMMi LENGTH
<br />(SEE SCHEDULE - I (SEE SCHEDULE
<br />CONCRETE ANCHORS 1/1
<br />(SEE SCHEDULE ON
<br />1^
<br />0
<br />(SEE SCHEDULE I
<br />1 ON SHEET 3) 't Pm ?�F"� I ON SHEET 3)
<br />SHEETS 2 THROUGH i
<br />I -01 �
<br />ft
<br />#
<br />:
<br />I - 1-
<br />I
<br />.
<br />- - m , ,
<br />1, �11'1110
<br />wx
<br />i OF V
<br />=14
<br />I I
<br />: C
<br />j
<br />=41� :
<br />, , I �'.' I
<br />-1 I', � I -,k�'r,
<br />. I
<br />64,
<br />I MAX
<br />I.
<br />I
<br />I sox
<br />'L
<br />I
<br />� :
<br />��
<br />i �
<br />!, I,- .
<br />t
<br />�
<br />1 , . I "_":� I
<br />I
<br />'
<br />,", "- 1��: I
<br />.
<br />I "I. , , 11�
<br />,. : " I
<br />1. :11
<br />I I OF
<br />MAX
<br />1
<br />. - ic, �
<br />I'll, � ,. "..,
<br />� , -
<br />""
<br />I 11 ,;
<br />� ,
<br />, I .V. I.-
<br />0,�
<br />. .7 ; _v
<br />,%, I �.%
<br />I , .
<br />1� �
<br />I 1
<br />� %`, , :1. � �:;�_-�,,'.� -
<br />11 I ?, . :
<br />1�
<br />E 0 4 ��, ,�
<br />i
<br />- I
<br />t-l"t:
<br />�',
<br />� ,."" �
<br />i , : ,
<br />I
<br />": 1� I I
<br />ED.
<br />. . I
<br />w �, � �.% I'r
<br />�'�
<br />It !
<br />I I I
<br />: I 11
<br />- �..
<br />,
<br />"
<br />ft
<br />�4
<br />�- 11
<br />� i.
<br />�� ,
<br />gzvri -,"""I", I
<br />if-i/2- ar
<br />I-
<br />$
<br />(AS, APPLICABLE)
<br />� ;
<br />I . 4=
<br />BLOCK , , "
<br />CONCRETE ,�... I
<br />CONCRETE ANCHORS
<br />;�
<br />! �,,_,,,�,
<br />I - -
<br />t . 00) _41i
<br />F. scFa"p4
<br />,/.--I. " VA * ,-,n
<br />REDUHIED � .,
<br />,:11 I
<br />- I -
<br />, i (SEE SCHEDULE ON I I
<br />, I%
<br />I ..-.. I- 1 ALTURRAT,
<br />/;
<br />- v Pan - IF " I "
<br />I
<br />�",- .
<br />., I
<br />-
<br />IT -)
<br />.=z _
<br />re
<br />.. -
<br />, LEG LOCATION
<br />�.. '4
<br />".::::,� I
<br />*
<br />1. I
<br />14)
<br />OP G. -
<br />a.=. ly-En OR CONCRETE
<br />ALTERN414E CONCRM- POURED CONCRETE
<br />- NWSI:��
<br />CONC-REIVINC
<br />BLOCK
<br />ARE USED. REQUIRED.
<br />AMC_HORS STOCK REQUIRED
<br />.. Gi i
<br />(SEE SC ULE ON
<br />'"
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SHEETS 9 THROUGH TO)
<br />Bump-OLITT
<br />SECTI011!
<br />SCALE 3/6-1-
<br />UNi
<br />I
<br />NG
<br />*iwm
<br />SCALE 3/e.1,
<br />WALL MOUN168,&!ff MOUNT
<br />SCALE 3/41i
<br />a A.
<br />.
<br />... . .
<br />. ........ ".
<br />. ___.. - .
<br />FLORIDA BUILDING CODE (Mon Ogh Velocity Hu
<br />one Zori
<br />ED. - EDGE DISTANCE
<br />t SEE SCHEDULE ON
<br />bml-fm QM16iii SECTIONS;
<br />TOP BOTTOM WOLtNTINGS CAN BE
<br />"ED
<br />I
<br />: . � W."Em -
<br />- : 0.44167 % B 24 GAGE GALVANIZED STEEL STORM PANEL
<br />3 *: ,
<br />I
<br />z * : i
<br />- . - PRODUCTS, LLC,
<br />- -$' -
<br />S -� 5TATE OF � - 1�� GLOBAL PROTECTION
<br />� �
<br />--, ?;,-. - ,�� _.�. %I s�
<br />I"ORID".....
<br />-
<br />DOWN & I
<br />W/V/� I
<br />I'm I
<br />SHEETS 9 & 10)
<br />COMBIN IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />,
<br />-,,, C
<br />%
<br />. ,
<br />I *;4; '%" I'
<br />FL 3131.
<br />WGRAP, -�.'s-�. .. intioni DRA),
<br />M 11-1 0 "" I po __""` IN& f- tom)uo�
<br />- - --i
<br />20-175
<br />ITIMAING nq,
<br />I
<br />1
<br />-
<br />I ... ;4&"Oot;l""",",
<br />I
<br />- I - -1 - I-
<br />(A-0004o'. . I i
<br />sm muff ,F.,�, i i -_ 17� - I
<br />. .11m I I
<br />l� I IN q!
<br />I
<br />I
<br />INSTALLATION DETAILS FOR REGULAR PANEL 11) INTO WOO
<br />�
<br />- - .,- - - �
<br />. ALTUMTE LEG
<br />4-1- 11, - -_ - - - - ____ - tOCATM
<br />KAU .1;�).110S=*=__ - I I .1 I �
<br />ADEQUACY OFF EEXI WOW I -_ I
<br />BEAM TO BE CERTIFIED BY � to - ,� . --li - - I -- ��;
<br />REGISTERED ENGINEER OR I - , , : .. i 10 .
<br />r I . , -1 1,
<br />ARCHITECT PRICIR TO SHUTTER , I � I . -- -- 0
<br />INSTAUATION. ANCHORS ALTERNATE WOW ANCHOFM I _:I_ , 1: - 1, ON, -
<br />,
<br />- - - " __ '
<br />, (SEE SCHEDULE ON (SEE SCHEDULE ON
<br />,
<br />f
<br />I _. � SHEI I 1)
<br />SHEET It)
<br />A
<br />t- PIT
<br />I I
<br />Mi, i/4-
<br />.
<br />I
<br />I Mo.
<br />:_
<br />WOW HEADER -
<br />- I
<br />EQUIRED
<br />i
<br />1
<br />WOOD 44CHORS _ �.
<br />i
<br />(SEE SCHEDULE ON
<br />I
<br />SHEET I 1)
<br />!
<br />- (1)
<br />*
<br />I SCHEOLPLE
<br />I ON SHEET 3)
<br />i
<br />1
<br />11"VI �
<br />sl
<br />E. 0
<br />I
<br />1 Ilk
<br />I
<br />* . t
<br />. .
<br />('w TOP, Pinic.
<br />__7
<br />-0)
<br />:I
<br />11,
<br />0
<br />-
<br />- I
<br />V MAX
<br />PANEL LENGTH
<br />,
<br />(SCE SCHEDULE
<br />I
<br />-- -- -----
<br />.
<br />- - .i
<br />-
<br />ON SHEET 3)
<br />1 YoL
<br />!
<br />I 'i
<br />r. )
<br />'
<br />,D4 -
<br />NO
<br />. . _ .
<br />I
<br />-
<br />__
<br />-
<br />VVCPO0 ANCHORS 7 --- -
<br />(SEE SCHEDULE ON - ___ -
<br />SHM I 1) - , �- - ___ -
<br />i 1 50111
<br />1 OF v
<br />! 0 MAX
<br />i Gi 12 1/2- D.C.
<br />i I !
<br />__ ; - ---.
<br />Z-xs- WOOD
<br />.� - :._ - - __ I DECK REQUIRED
<br />� -
<br />3/4'
<br /> __
<br />-- 2- Win -- -
<br />QEJUNG AND MOOR MOUNTING
<br />ALTERNATIVE 3W
<br />SCALE 3/11i
<br />I Ni
<br />I
<br />1, INSTALLATION ARE ONLY VAUD FOR MAX &S 0
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.Gi AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />I MEMBERS 70 BE SOUTHERN PINE No 2, Ii SPECIFIC
<br />DENSITY OF O�55 OR EGUAL
<br />-
<br />I
<br />A
<br />,
<br />IQ
<br />I
<br />- - .
<br />.�
<br />,
<br />I
<br />_EQ�EO-
<br />:9011, w OWBND WA
<br />__ SAM m we", on
<br />�=_*
<br />I.; -_
<br />&
<br />,. I
<br />I /.-ImAt. SP; .A G/ w
<br />I
<br />:
<br />1/2' ,
<br />�
<br />� -1-
<br />0 LIP ./r TLC
<br />_�
<br />=*m,
<br />i . I
<br />P ::
<br />I 1 2
<br />___ ___ ____
<br />1
<br />I , 3:
<br />I
<br />.
<br />I -
<br />1/4-Vi I.
<br />�
<br />I
<br />, .
<br />I , i
<br />I I
<br />I
<br />, ,
<br />. - 1
<br />2'
<br />0,
<br />I
<br />:
<br />W.
<br />,
<br />[
<br />=--l",
<br />I �
<br />4
<br />I
<br />:
<br />1)
<br />C
<br />- ;. in]
<br />I
<br />:
<br />I
<br />r
<br />.. son-PATION To GLASS
<br />(SEs SCHEDULE ON SHEET 3)
<br />- I
<br />1
<br />1.
<br />/1� "
<br />ULE11i
<br />I
<br />I
<br />i. _3�- 0 PANEL
<br />f
<br />I
<br />1 46
<br />. ,I
<br />(MMRM (SEE SCHEDULE
<br />PiLi
<br />.,,I
<br />LOW4 o"i Y _4i ON SHEET 3)
<br />11
<br />I
<br />-,� I
<br />I
<br />-
<br />-I
<br />;
<br />I
<br />- � � - %
<br />- - � �
<br />I :
<br />(j) OF -L
<br />Mo.
<br />I
<br />:
<br />I
<br />I
<br />I I
<br />� �
<br />- ..
<br />I 2
<br />.
<br />- -
<br />__ I
<br />1
<br />,/4-_:z*I,-
<br />I -
<br />1.w NVAID omn
<br />IF , a Ile ox
<br /> 14-IY
<br />.
<br />.
<br />I
<br />I
<br />I
<br />1
<br />2'.4' GODO PLATE. I _ - #OOD ANCHORS
<br />REQUIRED I : (SEE SCHEDULE ON
<br />� " � I SHEET TV)
<br />,
<br />I ,
<br />__ - - - . ___ - -
<br />11111.11fi-011.17 MOUNT11ING
<br />ALTERNATIVE
<br />VALE 310-i-
<br />FLORIDA BUILDING CODE
<br />_11i
<br />a)
<br />CD
<br />=
<br />CIO -Cu (D -1-0
<br />-0 > =
<br />1 li� =3
<br />2 2 _0
<br />a) 0- C: 0
<br />0) 0- 0 L_
<br />= m -0 Q- .
<br />- -0-0 a) 0
<br />CD 0 .4, w -6-0
<br />= = CIO -Cu "-
<br />a) -0 0 0 -0
<br />= 2 -�=? -= a)
<br />0 EL. C: I. 20 ?::
<br />11 L_ = 0 LL
<br />I= I CIO ir= ,,- m
<br />I _10 0 fu 0 ;>
<br />w 1w
<br />;1P L" -
<br />= -
<br />. tj..t il a) I- .&-, Ca.
<br />Ij li , .cn In "02 m 8_
<br />_E :- :-
<br />. = = m C -1i
<br />.,; = 6" IIII-iiii, -0 . - W <
<br />.!! livi
<br />4010 .0 " - __
<br />To,
<br />119
<br />.; !U
<br />'. r i
<br />,
<br />To C5 0
<br />ii 0 -
<br />-2 3: 3;
<br />.e -T 1011, I 0!
<br />X- Pi r I
<br />m co
<br />� I= = : I
<br />'in ii I
<br />= rp;
<br />z 0,
<br />10- Z
<br />�R 4
<br />z
<br />w
<br />mi
<br />Ci
<br />-1.,
<br />"
<br />(1)
<br />(1)
<br />(1)
<br />_I_-
<br />=3
<br />CIO
<br />>
<br />ri""i I
<br />L_
<br />2
<br />U)
<br />CL
<br />CL
<br />G<
<br />(1)
<br />-6-0
<br />0
<br />C
<br />=3
<br />-0
<br />m
<br />0
<br />L-
<br />a-
<br />C.)
<br />cl)
<br />"
<br />Ci
<br />Cu
<br />L.
<br />m
<br />w
<br />2
<br /><
<br />z
<br />z
<br /><
<br />_j
<br />M
<br />SHEET NO,
<br />SH 1 3I
<br />
|