,,, I -A-LL I ! I! L- a I I 11 I I I I I I I ! . J_ , !, -, I I 11 . If ........ 1, 'I, .! - I 1 I I I I I I III ..I I IF F V, If !- I if I I v 11 I A- - - I I I,? I I I II' I I I IF, IN I- I II 'I I I I
<br />I I I I I I I 11 I I I
<br />- - I � . .
<br />OF, Ret' - G INSTALLATION FOR � A "Nuslue, .�
<br />,.�. A .. - __-1
<br />- - .., no .-
<br />is"! - off SPUT PANELS -r- I �,_(va""""" - -_ ,
<br />- I - 6, - - � I),-- � Per -) 111. - - - ��
<br />""
<br />" , 1, If 2),/.*. - NAL. �
<br />:�� -3 rIa%,/..- f-.-: - I
<br />-) I I I I r- - 1 -- - I- - U`;4v,` 4 - 7 I ' I : I _r �_T
<br />- t _rz I ... I I- - 11!F_ � - " -1 I "' - - ______ ---
<br />DUMPMER .. __1 - , /. * k . I - .. _PY1 -- 7T -I -1 -1 " T
<br />I 0 - R."141 - I I ; / 0,1 VA., ,.,w 77' I I - . I 1.
<br />-,- I I r- =3 . t I � _' : � I , I
<br />Anou"fe. � ; - M,,, I 21- I. cr,* I ". DTI i - -1
<br />I , � , ,
<br />r� ., : I , I, - J-4 - , , __, � I . 1 � i _.: � - I 1 1. � '',I*
<br />1i .�:� I 7 I• I
<br />I
<br />j r, I I I f !.,,--- , ('91/.", "ef, -1 , � I '
<br />'r ---- t,----. - . .. � ; I � � 11 ! I , , � I � ' 2
<br />, - ; ,iisq; Ii-
<br />k Y. I . ; I
<br />2'4 I . � �1 I I
<br />\ : I I - - - �1 I I I
<br />I 11 I I ,
<br />f - - -) - - I .- I - -
<br />� - - - - -_ , .. . - , I
<br />I - , , I - .1 - � -4- , � 1 I i : I ! ! ,
<br />J, f APoo,T If. I I � i ! : I � I � 1 I � 1 � ,
<br />_+_ IT. - ./I : I �
<br />I '. 0 NFAL,L I � � I � ,
<br />: IF APPUCAst III I w � - _P/1, C 1) A/ - I. I � 1 � ! I � I � � � , I I
<br />I owpm PIT ~ IF xCr.1 2 V.. I � � � I � I L : ; � i I �
<br />-� I, z _!L_ = - " �i- .- UP �._ '� I � `F_`.`FP" - � , i � 1 i I 1 , 1 I ,
<br />-I--- I : I- 3 A 1/2- _.- � � I
<br />___1._ , - x 0 ! . � I I I I I
<br />__ k -1 - Me to - �1. - rulo _. 1 t 1 I� 1 I I . , I , i t . 1 i I !
<br />; I I � 'I
<br />I i ; 1. I T ) I I I.
<br />I i I 11 - . I
<br />I : "I--- I , f - - -, I 1- -
<br />�--. =I.- ; - 4 ELEVAIIO , . __ ,� �� �_� . �
<br />I" - V__ 'COME, 1/4' - I- MWIR �-, I �_ I I 11
<br />1. OnsiNc - : DETAIL I 11 , I ;
<br />: I I , N
<br />i k. _ __ _._=_ �' ,7 , , r- , , - ,-, - 11 I - . Pw'-w - - -), ,,, - - -- - A
<br />"
<br />I I � ,4 - 'I- - - ,,-- - � ! � I 1 1 I �-vIfufaf,-=�._�`), I-,
<br />e - I . III."..., II. -I �14 I I I- _� I -t-ii-
<br />4 - , 1-T-
<br />-�, .;, - I _. - =-w-"-=L__ ,; :, ! , � � t ;I j � 11 in.,
<br />�. 0� ; !! � __11 ...!MT;= 41T.- ;".. , I � I
<br />I � I. '" A, . -M 4 � : ! . i : I Ii f
<br />;� - ; 1 i I 1� !� I! !; !, 1 : I ! � 1
<br />,
<br />,4"
<br />- -_ � 1 � I
<br />I I 1 ft. r___t:II11=Mn171_1__ I. - -,- . -_ i � � ! I I ! , I 1 i 1 I 1 ! ' I - 1 i
<br />I , I. . - :
<br />- �
<br />� 0 Pen" �, __ ___ . I i I : I I . I
<br />I.J. - . . .
<br />____� _I MO__:-
<br />I'v #,--.v - ,t, / =.. 1� i I , ; � I � I I I I : � � 1
<br />=4 '" I " .. - •.. ., , I I,F i :L : I i I i 1 1 1
<br />IT ; I : � -
<br />I I I - , IN ;
<br />-
<br />V)
<br />IffLo.o ,_ -1 U, I .-
<br />! CNN,r=F;&F== � * _ --- - - �
<br />I : I .., w. -I..., ____ -----7- .- _.. - ff, - F� ' I �
<br />: 7- 1, - ---.-- - L�l . I *L, ,L I ,. I I ', �' ' " 1 " I , I '�' I ,' 2
<br />; I I I �, !:! I ___ . _ _�_ _
<br />I- - z`r.I1`Mr - , I... _
<br />- � � I ��r4_" I - NMAI' " 1, - - ,-..__1 - , � , , , 44.1�_ -1 \[,/I - - ' j I _ __ ___, ____
<br />; _wWC`KNS1.ZA _� \ �, h. - . ec�
<br />I , Mar, .
<br />, V - - j I ,
<br />I Y 0. � :�T 3 I 11� 0 - 2'
<br />; Lt '. I i " I
<br />, , - I EION SECTION Y-Y SPLIT STORM PANEL ELEVATION
<br />: I �, LLYAT
<br />, LNG . SCALE 1/4'' DETAIL 2 Stu( 1/-'-,* r4=11 VC -LE 1/6'.1,
<br />1, I
<br />� �, ., - off " * , =_ "U."'O..
<br />I 'I� I #'
<br />-.,-n •k, I kUUTAN _3QtE2=
<br />Ka-.
<br />, _::,,�<" 1
<br />-
<br />�
<br />I ,,, --,,
<br />- -_
<br />/I
<br />I -
<br />f C--- ---
<br />I
<br />1, I V--. . ",
<br />I " I
<br />I I L____w "IN"A'r _r - -
<br />. I . Z, .
<br />I .0[ .pqt�-
<br />'....._"....
<br />---:--
<br />- - ,
<br />oar Po"
<br />L_.
<br />, , , __ - --.--w - , A . .
<br />. Pfun, . A II 1_1___�
<br />- .
<br />VP. MULLION
<br />SPAN ITT) -
<br />REOUM ..,
<br />TUME. MLILUOM -
<br />, .,-$,
<br />I- . 3' . 1/8*
<br />-
<br />� -'-G' 10 5'_8'
<br />___
<br />.'" . 4' . "If' .
<br />___
<br />Y z -8, To If -, o*
<br />_____._
<br />__
<br />____ 1� * '�' __'. 1�1.`
<br />_ _ _
<br />-
<br />3. a -w TO a' -a-
<br />2' . 6, . I /8' ,
<br />I
<br />- W ,�M V,Vo1QR,A5 D720fii� PRE �.[ "I.C.
<br />. . - 0 SMALL,
<br />.. &E .
<br />.,Owk TO S70tNE% Rrh
<br />SECTION I ,..,U.0 J� ORIENTED
<br />SEA r 3/8-0
<br />NOTE. MULLION CAR AM Of N5TkaV 0/0 STORY PMFLS ON TOP
<br />OR 114MOM SO INAT IT is LOCATED Al 100 OR RIP70. 01 ORCNITIC
<br />(0ME PANEL OPEW.W, W/ TUBE TOP & BOTTOM)
<br />0"06116410"Aff,N
<br />,,Nt C,l � A% NI;' , ... .-%. ..
<br />a : . No. 44167 "
<br />z . . I
<br />FLORIDA BUILDING CODE
<br /> ---
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR
<br />EXISTING WOOD STRUCTURES
<br />PANELVJ�,, &
<br />-= �
<br />I -
<br />- _�__ - 'L
<br />I I I= efful's `%`K"N_
<br />I I . - -
<br />---- �
<br />_
<br />� I
<br />-7:7- .
<br />� 7_7 , I_TF Nufn
<br />/
<br />, , ,
<br />� L -
<br />- _4_ I I
<br />- , I'"
<br />� I
<br />! �_
<br />I 1; r-L �
<br />I "I i U!E�-�-.rr
<br />1 - :
<br />. -.1i I - .-
<br />;�.". •- •If , .. ./
<br />--
<br />.,= =1N
<br />i, - I V- - _. I
<br />- - =�
<br />- -I--- ;= =_
<br />/
<br />i - /
<br />� I -- -- i
<br />t
<br />I . -1 - i-) -1.
<br />, -
<br />rwa U.&IN
<br />a: "
<br />I - I -
<br />I - 4rro aria
<br />NIMIN't N/ - -
<br />�, I - -
<br />�
<br />r
<br />/ j .1 " .
<br />- L,
<br />� !!tll !
<br />�
<br />07 "'r
<br />, .�j
<br />I
<br />1
<br />I I
<br />I .
<br />.
<br />,I,P..T- .
<br />-_ - -
<br />--- r - -,
<br />I == =
<br />NNINA.-W
<br />,,-4�
<br />) .
<br />,+I - -.
<br />- 1�4
<br />�
<br />,
<br />, - ,
<br />,
<br />- - - --
<br />4"I",
<br />1.
<br />, f �wj
<br />.:" ,
<br />4 ; I ... ...
<br />-
<br />.2""",
<br />! 0 j I - - -
<br />;.,-
<br />11 _%yl I
<br />. I "
<br />F
<br />,- - _�
<br />,
<br />' ,
<br />i
<br />"
<br />- If" I
<br />I
<br />i I I
<br />I ---.
<br />!---, �i,- I
<br />.
<br />I . 1-TI., I
<br />I'_
<br />. ;
<br />. ,
<br />�I _- / s.,
<br />, F. "
<br />, , ---
<br />�
<br />i 1 �
<br />�wr
<br />I - I � J�
<br />--- - i
<br />M Ir. Ms.- , I, -.
<br />I -- ,��_ I
<br />7-41"
<br />� r I I i
<br />ILIL ,
<br />14, .I- t,
<br />i:,
<br />, I . , ".7
<br />��
<br />I j .
<br />,_-,
<br />I
<br />:
<br />'.
<br />i I . I
<br />I I
<br />_;9`=1i1-__..I0E_1 I i
<br />- I
<br />� ! - __(�'.
<br />U, � I �
<br />I 1
<br />I
<br />4v: - I � - - i�
<br />-
<br />Mr,
<br />I I I law
<br />I - - 1, 1, 1.
<br />- . I
<br />- - �1, I
<br />-
<br />i -- I -6)
<br />Ya_ :
<br />�__. I
<br />� 1 I i
<br />- E
<br />I : , tI
<br />I-,
<br />� i
<br />[
<br />_,_
<br />_�$_
<br />1
<br />_� -
<br />!-_1_lU�
<br />-4 ITT -Ace'-` �
<br />4L
<br />I. -
<br />.� ! I
<br />I - - I "D
<br />-it-,.- ,
<br />I
<br />I I
<br />- - . �
<br />i - I I
<br />A .
<br />I % =1
<br />, �
<br />I I, i
<br />I
<br />..
<br />_11,f"
<br />I 1;
<br />I
<br />i . - - I
<br />I
<br />, -
<br />Z .- I
<br />I -L".".1
<br />!
<br />� in:-- -
<br />1 .-
<br />� ---,@ I
<br />I
<br />WALL WWNTI
<br />i
<br />i
<br />,
<br />I : y
<br />4 I
<br />�• . j
<br />.
<br />! I , INSTALLATION
<br />- ALTERNATIVE
<br />i
<br />I I
<br />4=1. 1 1
<br />IF I- ,71, I
<br />I"
<br />1 ,
<br />�
<br />- - .
<br />:
<br />�4,
<br />SCALE 1/.' - I*
<br />-
<br />Wzvl� -
<br />- IF -1 w., I'- -
<br />- I - e,* =� i
<br />- --- ti
<br />.... L .
<br />� I '[
<br />-,4-
<br />,�
<br />ereffIes
<br />/ -
<br />- � .
<br />-L-L"
<br />Iif EIF-_- -I
<br />-7, i
<br />BUILD -ALIT MOUNTING
<br />i vi�ir �-g=-..
<br />M.
<br />."
<br />I
<br />ff
<br />I �--
<br />--- - f�]
<br /> " -
<br />INSTALLATION -ALTERNATIVE I
<br />i
<br />I
<br />.1 .. - �, I/" - Rownri --
<br />,
<br />. -
<br />1. 1--.... 'z
<br />-,.
<br />r -_ "-.-= �
<br />-
<br />SCALE' 1/4' - I-
<br />.1 . ! . __ j
<br />CEILING FLOOR MOUNTING
<br />WALL III: EUM MOUNTING
<br />WALL MOUNTING
<br />1HSUUA1k01L_-
<br />(SECTION AT TOP IS LIMITED TO
<br />INSTALLATIONS - ALTERNATIVE
<br />SCAUE: 1/4* . I*
<br />INSTALLATION
<br />- ALTERNATIVE
<br />2W
<br />ALSO DESIGN PRESSURE RATING)
<br />SCALL 1/4' - I-
<br />SCALE: 1/4e - I*
<br />I 11�1 I
<br />!
<br />I I
<br />- -.
<br />I. ..
<br />IMP, UFFFINT,
<br />f Km
<br />NoIrs:
<br />........ I"T"I'so",
<br />?, A,
<br />,_1
<br />FLOOR MOUNTING
<br />INSTALLATION - SECTION "W
<br />SCALE: 1/4' - I-
<br />t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W1111 A S0 DESIGN LOADS
<br />1 ... .),,•-
<br />.
<br />. *
<br />. *
<br />. 1 55, _
<br />up To 1 ?2 0 TIN t AND PANEL'S LINC
<br />2. FOR NEW WOOL) FRAME CONSTRUCTION WOOD
<br />.711 UP TO ff'-13'
<br />MEMBERS TO BE SOL)THFRN
<br />.. .. .
<br />. EN c`
<br />... -
<br />FLORIDA BUILDING
<br />�Llftrl. -
<br />CODE (High elocify Zone)
<br />ur Icon
<br />PINE NO 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL
<br />z : No. 4167 '. -
<br />= :
<br />.10oo P
<br />20 GAGE GALVANIZED STEEL STORM PANEL Of
<br />= .
<br />. L
<br />.*: -- * *
<br />__.___
<br />1 -
<br />I`\
<br />-
<br />"
<br />N.QTLJD9__CQWNA%h QIF_5100.11111.
<br />: .. - _J; ---- ��
<br />-,a ST t OF �Ck� I
<br />� GLOBAL PROTECTION PRODUCTS. U.C. ""'
<br />out
<br />-1 11LIECO ...
<br />lop & BOTTOM MOUNTINGS CAN BE
<br />% t.-- 't R,D,.-..-#-
<br />��--, I
<br />1_1� ��_--. V -
<br />YILLF, ,vp..b A t"Docauffo Cow'.
<br />IN 51 � -
<br />I
<br />COMOINEL) IN ANY WAY TO SUIT ANY
<br />L
<br />, * -,, ,
<br />-,,s .. "
<br />`0 "
<br />- I
<br />"I",-
<br />- .. - .. - m - - IT .1. INKIFN
<br />I-IFT-All 1. -.11-1.1
<br />(s1-M;;7',M; ;z '... , , I
<br />- 1
<br />INSTALLATION
<br />I
<br />" -------
<br />10 �OL %AN,,%oNAruNE,
<br />-
<br />_ _TL . -
<br />"' -
<br />- I Me .
<br />.�
<br />1*18f .... III.
<br />"
<br />, ,CA , ii-
<br />- ft~ !�, -.,;,E I-,.' -------
<br />- I -
<br />- I - I - I _-�fwefrv,o w se
<br />I
<br />---
<br />I
<br />COW-1wIt WI-M CowRrI1 ANCHOFS _-_____.--__,OR CONaEt[ A.C.M. SEE "'W"'a - lefir, ..___
<br />fstr SCRIDUTIC ON-_\ , (W SCHEDULE ON __\ FM WOOD KNEW SEE ICCYC. ON SMITIT Is
<br />wor" 14) '.) � -31 (2t 1/4A 2/4. 2A/4, 3/4 ON 4/4 a 5 2 -
<br />t 11^0 CONC-Elt - _j ", �' I•- "' &I.IW/15
<br />- - _�- - .
<br />1 5w. "OkfMI701 .L � ,a- -,, _- -- --7--a ;__ �, _,_ -71 -
<br />t�zso, �=__I= 1. --- --------,---- ______ __ - . _. � - -_ - ,;-- I-
<br />- I __ -,-.----- 1 150* - ___
<br />,
<br />\ j �___
<br />I ! % I I I Me. , _�", 1, _Ii'l - T_ I
<br />qz-_T7 - 7
<br />- ,
<br />no,equo _w"n I I , t I I -
<br />"F`x_. \ I � i�
<br />a I 11
<br />I \ 11 -_ I 1 1 I I
<br />.
<br />,I I � j I
<br />I
<br />I I � I 1 �
<br />'N 1 1 I i ! i
<br />i
<br />i�_- i
<br />; I ; ,
<br />I i
<br />\ � I
<br />: i i L i ! i .
<br />I �
<br />I i j � ;
<br />- , I 1 1 � � � I I � - r I 1 1 � T T � I T -, I ; I I I I
<br />! � I- Al _. t 4 ,� , ,
<br />I L I I I ,
<br />I ,
<br />il . 1 � I I .
<br />T-SuSswI.,wroffir OF, � - ,_ ", SCHMU O.- 1 i Mw ,Nil)' . � I ! : , ( . � I
<br />� I _ _-, , , 1[,C
<br />S.m I. I I L, � I ! % FT r �
<br />'""
<br />I'M - 441411014 � I � ( 1 1 1 : � - I I _,� � ! ,
<br />I I , �
<br />I I �
<br />10 CLASS audis I I I � i i. . I I � , , , �
<br />� ; �' - - I I
<br />I `0 f -f - � , , ---
<br />i [ - - � " � I 1� I �� 414� 41-411 �
<br />� f
<br />I- tLi
<br />��.___ I !
<br />. Z� ;X.OA.' r4- 8 glzyu. .. I 1 I 1 � I I I i r
<br />, �
<br />�, �7 ___ _---%_ -L 1 � I I I I IL
<br />A�_ - - _:T Stuo a If -12' . C SIUD 0 -2 ./2, oc (�', I ,11 11 I � il) I I ---=-- ---*,-
<br />7 - - -_ ___ __ � 1 � , : I � � \i i .
<br />I& � � �
<br />� I 'I
<br />7'11---..- �,
<br />i
<br />/ I , .
<br />,/0'.." MAE. 1 'MC,w ! ,I
<br />I " V.-_-..- (CASE I , � � ; 1 ! ; I
<br />- , W/ 3`11 �
<br />(1 1/4* w I Sop I,111.01 I / IF 3 rrl� I i � t : � i 1 � I I I �
<br />1 I : I , � I I
<br />I I I I I ,
<br />, ,2 1/2 CAN ";)I " � i �! I 1; I , I I i � !
<br />I �ie` If2 7I 0
<br />(M 1/1.) To 0, C I
<br />T Dri, 4 D i 5 �STT,Dti' 2/14) I � 0 I 7 , � .
<br />+
<br />(. I I � I I
<br />1 � i i i � 11 �
<br />I � 11 I "I �5 -f . I f I l I I ; I !
<br />I ! , - j I I , I 1 1,� , �
<br />1
<br />I � � I , ��,� � ! I I ; i I
<br />I �",.Lfi�
<br />I : I I 0 1 , I I ! I � � � 1 1 1 1 � i I I i � I . I ! j" 1 ; i I � I � - � fxI
<br />� ! i , � ,. = I -
<br />. I I I i Nu, " - , ;
<br />, � , � I
<br />i , �
<br />� �t,
<br />1 1, ; I
<br />. ! � � r � �4 14 "NAIT IDCAT-
<br />I u r�f
<br />I I , 1 1 , I I I I I 1 : , , � �,
<br />i I "
<br />� � -, - i
<br />� � , I I.D PANDI)
<br />I r , - � 1. 1� ��
<br />- I ; ! i i 4� ! 1�",! i i ! i I I I I " ITT i I I � : ) ItOlM MIM5 1/14
<br />I J, I 1 ; I
<br />; �
<br />I . .
<br />-1" I I , I ,
<br />. : I I : � �
<br />,� � I � �& ,/,.)
<br />P`UftD C I �
<br />OFFACRETJ I , I I
<br />I 4 I � , i � �
<br />i I
<br />-1 - -1 .
<br />off C I I + � � I I I I I
<br />, I i I i I ,
<br />I
<br />.1 I - t t _4 -1 i I ; . �
<br />i i
<br />�
<br />�
<br />i
<br />'00"Cel"t
<br />ON TMILL I I 11
<br />KOUTNED � ! I ; I I I '
<br />I P, , .. , -- - , 1* 1*1. Z Is 1w/15
<br />I I I , I � '4 CA 4/4 1. 2 & W/15
<br />1 � ! I 11 N TF#N,kIr LOCATION
<br />� � I
<br />-; 04 LIFE SAFETY PANEL �
<br />! I I 1 1 1 : I AREA WINO In SJUITY, PANELS LOCATION Of LIFE ISEE NOTE ER -LOW)
<br />.1 � . I C_ , I it REGULAR PANFIS W/ OR - -
<br />1.� I
<br />, -"I SAMY Pwl� -I
<br />1 L_-' - I ,;-
<br />I I - I MIT) REGULAR TRACKS !
<br />I . isNOTE
<br />CO *111, .w,K*% / ',�, I . ( ! RELOW) IF LAST PANEL (D 10 BE INSTALLED
<br />.1
<br />-,
<br />n SAM STORM PANEL OPERRIASLAL
<br />(,E�T WMEM"t 30, , " . WE .TEE
<br />1,10 ..) " __� ___ - 9; ., OR 41EE S6�ETY STO -M A,_BE P*CW"Q ODD
<br />/ r. CONDITION 10 FAC"Aff AFSTALL��I"F .rNCk'
<br />�V_ -.- Cf.
<br />CO.C.," ..",", 11 - RANEL(j) & JA IT) BE INSTALLED OR REVOWD FW.%O INsIX
<br />- OF STRkCftW
<br />(SEE wwrixia ON - C - _
<br />SMEEl'.) V12YATIO
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTAL TION SCALE 3132--t-
<br />=._v_C110Aj SrA" 3/8' - I' - SECTION 2 .SCALE 1/B' - I- j /., Mn IND, ®0-"', cll - li* ./I, - -1 I-
<br />cAr
<br />I -
<br />WLS. 9 U11 SAFL'7_51DAM.I`AtL_ 3.1S11X,JNIIALLAIION i Z�1_ \1_'\_/__ 0"4
<br />.__7��,._ -
<br />I LIFE SAFLrY STORM PANEL CAN BE LOCATED AS AN FNL PANEL (rIPS' OR LAST PANLL) o,
<br />OR AS AN INTERIOR PANEL (ALAI PANEL LOCATION IN BETWEEN END PANELS) 'j.j� -ww-o I- (4'. I-
<br />k IFE S&FErf PANELS WAY OR WAY NOT Of INSTALLED AD04EN7 TO REEIlb-AR PANELS ENID ,�NULS
<br />SO, Nor,F I)
<br />(W/ OR WIO ACGULAIT TRACKS.)
<br />P
<br />? Urr CStGR ANCE CONSISTS OF nO-19' MAIVANIZED STEEL S70ROO PANEL AS SECTION 8-8
<br />PER C PONEMT 6 . SHEET3 Of DRAWING SCALE 3/32--t-
<br />IRIS PANEL ALLOWS ITSfIr , 0 FIE REMOVED OR INSTALLED FROM IMF rNS.Di Of
<br />STRUCTURE
<br />...... ,HHH"N"s
<br />3 oME SAFE7, "Atj�. REQL4RES TOP TO tIE COMPONENt(Z)& BOTTOM TRACK to TILI/,- 45, 0 F. ,
<br />" ,
<br />BE COMPDKEj3) AS PER SHE or THIS DFAIRNIC I" ......... �,?\ COMPONENT Y BE INSIALLED WALL OR FLOOR MOUNTED 1ORIOWNG SECTIONS I &•
<br />i ENS.
<br />9� %.
<br />2 ON THIS SHEET. AS WELL AS DETAILS 16 2 ON SHEET , 4 ,r
<br />,, . t FLORIDA BUILDING CODE (High ftocity Murrlcons Zone)
<br />4 Mi. ILEW4 FOR CO, PIDNEWT 4D IS is' - , -, - -
<br />Mo. ANCHOR SPACING FOR COMPONENT 6) ANCHORAGE AT BOTTOM IS GIVEN CM � . NO "On . Tim - fP
<br />= .•7 1*1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />* *a:
<br />.• E CRIMP, W,
<br />SCHEDULES I & 2. SME17- 14 S *.
<br />COMPONENT ®MAY BE PERMANENT OR REMOVABLE � * . - - -
<br />� .. E V __ _.J_ .
<br />S [Al __ 121113010
<br />4��--.-2,f-_c,`, - I
<br />, . �, , TILIECO... "', GLOBAL PROTECTION PRODUCTS. LLC. - P,,,
<br />5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDING'S ON 9-4177 IS % %. 4ORW , •
<br />- ,
<br />, L,
<br />��
<br />- f400 $1. 11 STOW
<br />. , `J'`�24-2-< CAW. I 3321T.
<br />_1
<br />6 SEE SJIEII 4 FOR DETAIL APPLICABLE to THE WCF-�'SITY FOR THE INSIALLAT,CIN OF -,,,, eis .......
<br />I k" a ENCRICEITIM4, coeWwA. -1011 20-176
<br />- - - � .1. - 0.1fle- INN (VA"
<br />A1111104
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND 10 filUCCO/WoOn RANDS i .a 44=
<br />#1oN4,111.o'vk_1"'______ - Q. - 1. INNI-111 ___ - �.
<br />L sL^.T`_F`w/Dfq , CA-00001H, - �. - -.- -_
<br />, = Ur, '. , .'is I n!4�
<br />...... --.--
<br />I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "t" fqrHrnwr
<br />- - - -.11I ,,rA._
<br />OEM - A.so.
<br />=7N.")
<br />i .. ago, I MINIMUM xv�Yio. 1
<br />- 1 .m.
<br />� I
<br />r.9.1% LICU
<br />I or '"
<br />_(�:I"")
<br />---TO
<br />.".5. _72C I 1 5* 0- LESS 1 2 I/..
<br />""""D----
<br />__
<br />1
<br />1 , rMAU 5 A 7
<br />_ --..-- _.a I . - - - - - I— -4.4-
<br />5. 0 !
<br />__4_..
<br />-
<br />- - - .--- -
<br />.35 -17 " - 5.
<br />, - ----- __ - To - 0.:a, W. i___ - 2 31
<br />___
<br />I'MI.Q. _)ID '-IL 10 11--it' - : 2 I/2
<br />.
<br />� UNBOLTED
<br />,
<br />T_
<br />A:
<br />1 , 'MiN.; 5 A 7
<br />I q
<br />I
<br />____ _118
<br />- ..3A, -"c i 12 ` OF its% ;
<br />. __ . __ - - - J:
<br />3 ,/2 .
<br />I-----I-
<br />,�Iw, - )
<br />-
<br />2. 6 6 10
<br />- SOLIM W/ 110IF-2NI' SS MI If VW9W Al OVERUP AT TATDIJTf Of "Mil.
<br />(VAUD ONLY MR PANELS CI)k 1A) INSTALLATIONS AS PER SECTIONS I t 7. M SACETS IF A, S1
<br />u, C
<br />�
<br />"s"',
<br />� --u;&;;
<br />__ -
<br />To OwAt"t
<br />MANNUM
<br />--a `w-_o*P___ -
<br />! 'o
<br />______
<br />To co.c.4", I COMCAFTEI
<br />ATICITCASS SPACING FOR
<br />� ___ - _ - - -
<br />I To
<br />10 ,:o,TcArrr j CONCRETE
<br />to - 3 T/2' -
<br />- -- --
<br />- , "'NINn"'T IAUS
<br />______--vi - -----
<br />To CoNiNCTI; I �qcfqcri;
<br />APPLICABLE TO �
<br />SECTORS, 0 A, MUMLIM PANEL
<br />- C�� , LENGTH 'L' (1)
<br />or INET, I
<br />__ __ _ _ -
<br />ININEENATE ni-t In
<br />--7_-_`T5__
<br />To OCNICITETE covocefft
<br />i
<br />(". I I
<br />---. _L*_
<br />,
<br />6* i ./A
<br />,
<br />- __ � __
<br />6' 5'
<br />.- .M.C.,
<br />./. � ..'L,
<br />__ -, -,- - i___._
<br />.,A ]
<br />4/. ! N/1
<br />I IROD,
<br />�
<br />6' ./A
<br />-_ __k____
<br />",
<br />_&O�_
<br />IT. ALI,
<br />• i
<br />------- 4_ � -
<br />" : If*
<br />I
<br />a- NIA
<br />____-_�__ _.
<br />" i "
<br />I
<br />, (TOR) :
<br />I I (Borrow) i
<br />- _+
<br />- -_ - -
<br />I
<br />- --- - -1 _ _ . _
<br />-
<br />, _ -_ - . -_ -
<br />I I ___l`
<br />- -_ -
<br />Ii FI/A
<br />. - � __, -_
<br />TV N/A
<br />-_ I
<br />a.
<br />- - I %/A
<br />__ I - - -
<br />v , MIA
<br />, N/A . N
<br />- __ - __ - - __
<br />N/A �
<br />N/A __
<br />t ___ __ 4-
<br />6. i N/A
<br />_ i__ ___
<br />5' ; N/A5'
<br />!
<br />____T" ____ __
<br />N/A
<br />2 "m �
<br /> _ "
<br />2 (flanw)
<br />.12.
<br />./.
<br />I
<br />I
<br />",
<br />4 IVA-
<br />4. I ./A -------
<br />I
<br />- --- I
<br />3 AT . (TOP) 7'-5, off ,0_1
<br />j - T ./A
<br />Iss
<br />_ -.1" ___!�____"/_^__.
<br />'* � 5, _
<br />-_
<br />I—-
<br />_ N/1 ,f/A
<br />-_ - ----I--
<br />-
<br />'* --I- - - _ I
<br />- -_
<br />- '. _+ .. -
<br />_____��
<br />- ,- '. - __T __
<br />-
<br />i :
<br />**
<br />_.____
<br />-- ----.,
<br />. . [ ./A
<br />./A N/A
<br />6' ./A
<br />N�"-'
<br />6 . I N�;
<br />I
<br />___
<br />-/A ./.
<br />j !
<br />e, � a.
<br />I
<br />'. I
<br />.
<br />I - �
<br />I '.
<br />(TOP) I
<br />_ , .., - _ ,
<br />, Is , Dea TT-) �
<br />r -_F1s.__
<br />,
<br />- - -
<br /> -_
<br />I - I— I
<br />-1.
<br />_ _1 ",
<br />--It. . -
<br />..
<br />;_/Io-__
<br />t -
<br />____ _ I
<br />- I
<br />N/A
<br />./A
<br />0 . I
<br />1 12 1/1* I I/-
<br />i2 1/2. 1 5 ,/..
<br />a ,/� N. , -
<br />.._,/...__ 6
<br />I
<br />, cwvorroff. -
<br />bNO FOR vwA,LA`xNs IN.O wow f INALDIND,
<br />STANCE AN WDICATED ON THIS SCHIMAL r0l Et LESS
<br />ENCTIMET Ir .UL Y14111 9110K 5.0- ON S"O'LL In
<br />0 BE pmv_r KMM SPACAKI OBTAINED Uwwo rACTOR
<br />,110 Toe EACH ANDKoe - .1 ANCMPAS USAL,I)
<br />,/...
<br />1/.,.
<br />I ./.,.
<br />./.. -
<br />I /4
<br />-
<br />=21 I
<br />'9'11
<br />.
<br />oMKe`
<br />,
<br />-_
<br />I
<br />I
<br />I
<br />a
<br />I In
<br />3
<br />- _____
<br />I
<br />__; __
<br />-
<br />-
<br />-, 1 _
<br />---
<br />, '/'
<br />-s,-,i
<br />.
<br />- -
<br />I
<br />Inc=
<br />I
<br />�
<br />-
<br />:
<br />I .
<br />,
<br />-
<br />-
<br />-
<br />'m
<br />- . �
<br />.
<br />..- , -
<br />- - __
<br />1 1
<br />.�
<br />1411�I ,\c E.
<br />Nse---�,
<br />�
<br />I
<br />! . No ,4167 % 1
<br />III
<br />-10
<br />... -.
<br />__
<br />�STIOwA, .
<br />,!, . ,I11-
<br />_
<br />�
<br />1.
<br />". , ."iiov... T� *zleSe�S16P..Lv vXV
<br />104"'A404,s./sfMIAUML/ %-
<br />f402e `e`I`oC. -
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
<br />IF
<br />CINNN s,
<br />N.___
<br />11LIECOINC, \
<br />GLOBAL PROTECT11ON PRODUCTS. I.I.C.
<br />- -
<br />0"'/'
<br />DAII.
<br />w__1
<br />� I.. $1 STNUL1
<br />DINK, n 1331.
<br />- - - ,
<br />- .t,___1.
<br />I
<br />OZ I A ' _
<br />PKIRL (WRIST, IsQk 1. ('y.___
<br />'W--7-
<br />20-176
<br />,;=,;,',e
<br />-TOP Al FULIF .� -E
<br />RIIK. 'k 1 .167
<br />- -
<br />,
<br />- Hj�
<br />.
<br />F�
<br />I -
<br />�
<br />DFIFFINTL .
<br />.;�-
<br />. .
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELSJ
<br />&
<br />:Z 10 I "' IONG �ss BLFFRNG W/
<br />/•,.-20a* IS ws 0 a I/C OC FOP,
<br />----4---- ..n ONG".6 UP TO a .** ANTo 6 I If.- or.
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />I --,'I Foe LLNUM UP M 8 - 8' MIT- ON IFI 10
<br />PANtUMeOt TIMMEE ID 00 PAINELMATE PUTS 0 -
<br />.. , 12 X�; O,C TRIMI I 12' MN THWEADID
<br />I PEN , TO NFACt. TO41 LfRwn" UP
<br />I—' � -� r`R, w-61
<br />, -4- .-----,-
<br /> -.--.
<br />I
<br />- --`�' - ---. I. I -
<br />I
<br />I I i--- ,
<br />_T I
<br />I
<br />.
<br />�____ __
<br />I
<br />,/.
<br />,
<br />� I I r � :
<br />'I . I
<br />_Ti �
<br />-1) --
<br />,
<br />. .
<br />I �
<br />--
<br />I
<br />I
<br />I I-
<br />I .
<br />`1-f 'I
<br />1 - --,- ,
<br />.-1
<br />I
<br />;
<br />r I
<br />IQ: ,
<br />11
<br />to, .
<br />:
<br />I *�
<br />I ------ - iF
<br />I , -
<br />: � r-03 I
<br />1 i
<br />==
<br />ED,
<br />ED'
<br />t
<br />1 1
<br />1
<br />, ,
<br />: 1 1
<br />i \
<br />I
<br />-
<br />I
<br />ul�i I
<br />.......
<br />.- - 1) -
<br />:
<br />: I
<br />\
<br />i
<br />i
<br />,
<br />� I
<br />�
<br />I
<br />r__,
<br />I ke
<br />. v
<br />I
<br />- ,
<br />WOUNK,
<br />: I
<br />I
<br />� ,
<br />: IS
<br />.
<br />i I'-
<br />: TW ANMTT
<br />i __ -, I _ .11 - I �
<br />9
<br />I i
<br />ALTERNATIVE I W
<br />ALTERNATIVE 2
<br />,-
<br />1 - -- - -
<br />.- - .
<br /> .. - - 1- -- A
<br />�
<br />Tick I J/B.s.
<br />SCIA! 3/6-1 -
<br />� I
<br />I
<br />;
<br />II
<br />ut'sCHEDUU: ON SFW a I
<br />I 1
<br />: w sc� ; .
<br />OR SMW a
<br />. OR
<br />- sliff.1011- 1 R. I
<br />10 GLASS
<br />I
<br />I
<br />I - e
<br />I FOR - I
<br />I i 1;/.5;1115 IF
<br />,
<br />%L.AA.TKW
<br />1 70 ou"I's I
<br />I I
<br />� � 1
<br />:
<br />� ','f 11
<br />: . 11 "I .1.
<br />_ ,,-,I
<br />44LT__ - - I
<br />I - : I
<br />I
<br />T_U�_
<br />.-
<br />E : -
<br />I k
<br />COI
<br />'i �_ � t
<br />- OK
<br />�,
<br />I I
<br />E0 I I I
<br />i , 1
<br />v
<br />TO-
<br />It. I
<br />-I- II
<br />Q. I 11
<br />",�
<br />TO
<br />77
<br />I
<br />, F I
<br />- 40
<br />. ---. -
<br /> . 1.
<br />- - - . - - - I
<br />�
<br />I a
<br />LO!
<br />-----.
<br />I
<br />to; 1 EQ:
<br />i
<br />is � I
<br />'_ _1
<br />, - - I
<br />ji?
<br />r1 - -_ -
<br />- -
<br />- - _-]
<br />\ ED:
<br />I -
<br />I -
<br />#
<br />I
<br />/ -_T*N:_�
<br />I �
<br />i
<br />'� I
<br />I I - -
<br />I
<br />�
<br />, Ii., 10 . 5/6* IONIC, SeAss &AMN6
<br />.
<br />I
<br />I
<br />�., L-i�--Sn.,Z.��
<br />I
<br />- -
<br />1 I i .
<br />i--+
<br />I
<br />J
<br />� - ' Tf/ ,/.*.-2N2* S I us 0 6 1/1' CC
<br />i
<br />UP S ii.
<br />PANEL L0.10.'s M - ARV II
<br />: 7.
<br />I
<br />"
<br />_��j -
<br />I -
<br />-
<br />---,-.--
<br />i I , I /A 0 C FOR UDGTHS UP TO IF -8, UP.
<br />- Ce•, FIMALIL To OFF
<br />i I
<br />I
<br />- -
<br />� , ,.',140,,�=q
<br />I =. , . .. C .,,, I
<br />I 1 ,I vil . M. .W1, TIC.11101- AT
<br />I VKIWIDTI, Or OU1,YING WOOD " I FOR
<br />i I
<br />i 1;`.(.0-UZ0_ 1 1
<br />V11
<br />A LAG SUMINS, 0 ��
<br />.- 'NeCon,
<br />. - . Pa't
<br />ALTERNATIVE _"
<br />SCALE 1/0. I *
<br />ALTERNATIVE 4W
<br />SCALE 3/a-l'
<br />I
<br />I AL IONG" UP 10 d'- 4' "
<br />i
<br />1._1___1_.
<br />- i
<br />- ,
<br />D%MAI
<br />AM
<br />CON & ANMCHOORR
<br />TONS
<br />.FRAML
<br />LMTIQNS
<br />DIRECT MOUNTING INSTALLATION BUILD-0111
<br />;1iL"1NSTALLATIOh1
<br />4CrE S4UrER TWINS NOT SHOWN FOR CLARTIFY
<br />ALTERNATIVE 6 ALTERNATIVE
<br />SCALE 3/8-l'
<br />7W
<br />SCALE 3/8-
<br />NOTES:
<br />0,".v000H4IM,v
<br />4,
<br />, IN, 0 �\ ...�!�,
<br />1. INSTA"TiONS ARE ONLY VALID FOR BUILDINGS WIIH A 5 D DESIGN LOADS
<br />'
<br />_A_,��'-- EN " ,
<br />C ": "It
<br />OV -, 51
<br />UP TO -55 5, -12 0 PSF AND PANEL'S LENGTH UP TO 8-11"
<br />J ... 1�p
<br />FLORIDA
<br />BUILDING CODE (High Velocily Hur icons Zone)
<br />2, FOR NEW WOOD FRANC CONSTRUCIFCN, *ODD MEMBERS TO BE SOUTHERN
<br />. :
<br />n2roo "Inco. INC
<br />FT,
<br />PINE NO. 2. w/ SKC0C DENSITY OF 0,55 OR EQUAL
<br />x : . -
<br />, * I
<br />20 GAGE GALVANIZED STEEL STORM PANEL oFfm .
<br />I
<br />NoMi
<br />. I
<br />alk *. , �
<br />I 'o.. S1 Of i--`
<br />r -- - ,
<br />I., '... ,;
<br />F�
<br />-
<br />�_�
<br />,,,
<br />11LIEC0111c. \
<br />_.
<br />'/Isfile"
<br />GLOBAL PROTECTION PRODUCTS, LLC. DAn
<br />-,
<br />,�-
<br />FL ,
<br />,,,
<br />I , tq, , �\,,, . ..Al.. -
<br />,
<br />i
<br />a M.ux.o Cow-
<br />.600 I. 5, StRarII
<br />,
<br />3" -
<br />TOP & BOTTOM M0JJNI)NCS CAN BE
<br />COMBINED IN ANY WAY 70 UP ANY
<br />S
<br />I
<br />" 5ee.-,... .
<br />. .... ,
<br />,
<br />'11111,111Z, , , ,
<br />�O
<br />I A\.� e
<br />a';�.TIFIYFN
<br />- ...." I!r - . ...
<br />- O."'eR.-M am" ,",
<br />"NoINE (_)='5Z I. fif.)." 20-176
<br />INSTALLATION
<br />% I-
<br />If "t"k1�rw.1`2o-1"K/rM`E
<br />c.-am".
<br />-run �,. n, '" , If I,
<br />- 7T__ !!�_
<br />.. 1 ;72 . .
<br />- - " " F"B9 - 11 i mw IT or n
<br />I
<br />I
<br />- -
<br />I, ,t7 LOCATION
<br /> AT ALTERNAT ,.
<br />J_ - I- 1/2* _ END PANE * L - i
<br />- - - V - - - I - , 1 _
<br />�� I I , I . - T - T4� i
<br />-I I i 1 1__, t -I __
<br />1 � 1 1 i i ; i
<br />- ; I I I � i I I
<br />!
<br />� I i -
<br />, - L 11
<br />STUDS 0 EVERV I 1 1 I : 1 1 1 i
<br />OVERLAP --T ! I _]v_ }-1_-- L I __ r. T. I - -
<br />(12 412" OC) ,
<br />TO WAD PANEL 1 ,1� I I I i I � ; I 7T i
<br />, , , I!
<br />I ! I I I 1 1 I
<br />II I i I i I I
<br />I i I
<br />t t I I I 1 61 ! ! 0 \ I - � - I I ...,
<br />Li_ I I I I .- _� -1 -
<br /># = __k4 _11L_�___ I __I
<br />I/ ,,-.I IF, SEE I '- INTERIOR PANEL " F.No PANEL
<br />SC TOR M., #1 - MR MD,.if t-,. _
<br />(9 - (2�_,/ - ` - 11 - ICIIIII'Ll
<br />ANCHOR SPACING
<br />DIRECT MOUNT SPACM SPACING
<br />L- 1" I' VII, -
<br />DETAIL I- -MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE
<br />SCALE: 3114' - I'
<br />MAXIMUM A.S.D. DESIGN PRESSURE STING (padj AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR
<br />INSTALLATIONS INTO CONCRETE A r,ONCRETE BLOCK STRUCTURES
<br />WIQ_j_1__(Lk WALL FeWPIT CQND)T1Q1C._TQP_AL_JXMQM. Wil&__a I- 1:2*_'
<br />(-1-)7 (J)---i (8-.)7 AL I =TERPOtr ,I- , I-- (i_�-
<br />I
<br />-i , AT I NOPANEL I...,
<br />STUDS 0 E - -IV- _ -- 1�1_ -
<br />I , _T I- i "LAP I I I 1 I I ! I � I I I I I
<br />Yow I /I 0 11 i I I I i
<br />HOLD PANEL i i i 1 ! I
<br />11 _� ; I � I I I ..
<br />va. - (CASE .) I I I - _�_.1_4__A __1 - - - k, __4_1 .
<br />- 'I .- -_ t-- - 3' 16. (CASE 0) II t ! i : Itt
<br />I j I 1 1
<br />1 � I 1 1 ! 1 I � ,
<br />1. � � ! i I
<br />I i I � � � � i � i I
<br />I � � ; ! I i � � � : \
<br />1_�_�, -
<br />; : I- I i i i�\L_._,,�
<br />_
<br />I i / ._1.._ 1. � ,I T j" - E
<br />`CMC 1 Sr..CDVLE -
<br />•
<br /> I-- 02 EDP -- 12 FOR 3- - (�� - @k, "' `MPT, ,
<br />ANCHOR M MCHQP
<br />PACSTIACIFF1
<br />_ ___ 1' 3' ,I, ____._
<br />DETAIL 2 :FLOOR INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCALE, 3/Ir . I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH *L" SCHEDULE
<br />UIPPL"Ak QhM1CL1EC.TQN% I A I "CATUI_FQfi_ 1dT__%hELr1_S1Of%L_PAb1_
<br />SYSTLIL211.
<br />MINIFINUM 1D
<br />RUCON,
<br />or 1W(m`
<br />C^.-
<br />FAFIEWY[ R-1 0
<br />,NNELLNMME PICs
<br />4-'KAIk, 10
<br />DESIGN0-
<br />PRSSION
<br />7,1 "RS 0 A
<br />N PNTEL
<br />IEW-Tv 'k(M1
<br />O7OMToCIL
<br />t�
<br />oor"
<br />MCONC
<br />To
<br />effrvo (I,,I
<br />"efac.
<br />co"C'm.
<br />�0R
<br />CONCAM
<br />M
<br />BLOCK
<br />C04wn
<br />CoNTcoelT.CO~TADN
<br />, BLOTD,
<br />OF THEN
<br />!-.
<br />I If/-
<br />4�/A
<br />r
<br />! ./A
<br />_ - -'-_
<br />6'
<br />NIA
<br />' 'j7- -
<br />6,
<br />N/A
<br />1 & 2 (")
<br />.55,0, -72.0
<br />-
<br />+
<br />1,
<br />_K/A
<br />",
<br />_
<br />1*
<br />-
<br />.
<br />9
<br />5--0- OR LESS
<br />9"
<br />SF-'
<br />q�_j7T(Wfjj5M_)_
<br />---!-
<br />'.
<br />- . I
<br />NIA
<br />N/_-
<br />I
<br />A
<br />V/'
<br />6.
<br />N/A
<br />6,
<br />/
<br />8'
<br />%/A
<br />(TOP)
<br />-_
<br />-550 -720
<br />-
<br />-IF-t-
<br />a.
<br />,
<br />6,
<br />-;;---
<br />7 I/r
<br />9.
<br />_!_A_
<br />1 9.
<br />9*
<br />1�1
<br />,5. C' 70 r_e'
<br />,550 -72
<br />O[
<br />v
<br />-
<br />1 N/A
<br />1 -
<br />I N/�
<br />I N/A
<br />I 16, -
<br />-
<br />MIA
<br />- _.
<br />-
<br />_ -
<br />- S* _..
<br />, 'A
<br />f
<br />N
<br />1 _; _2J_0P)
<br />-11
<br />7--6
<br />L_
<br />9T_
<br />1 4'
<br />1 9-
<br />I a-
<br />! 0'
<br />;�
<br />I 6.
<br />.
<br />I (BOTTOM)-
<br />K4M,IL.LJ_2 ., tX'JLQ.QR.MO6W__QQNWQtQ 6LOOTTOM *--E,D.- 3 1,12, ,
<br />MINIMUM .so
<br />IMS"
<br />TMicisLat
<br />A.TW ,, AI'
<br />!,�, rvftL a "! - ,TaA To, 0 .ar)
<br />LAt ___ -------
<br />;ALvJN__ _.
<br />ow - T! 6 3- - flow w w �ff
<br />__ -LiPE-
<br />-
<br />APPLICABLE TO
<br />SECTIONS III &
<br />,KY COMBLRATIO,
<br />OF THEY
<br />MAGNUM PANE
<br />LENGTH %" (fl!')
<br />1
<br />,P a
<br />CONCIUSI, CONCRETE
<br />CONCRETE
<br />-492 615
<br />3. 3'
<br />I
<br />4 112. A '/2-
<br />2 (BOTTOM)
<br />__ -
<br />7'-5' OR LESS
<br />__
<br />.52A -66.0
<br />_____.____________
<br />__
<br />-
<br />-4. 4.
<br />_.- __ ___
<br />2 (BOTTOM)
<br />-
<br />I'-6- OR LESS
<br />-
<br />*n�l__110_
<br />- -
<br />-3
<br />155 0 ___"L.
<br />.�,50 -7201
<br />__
<br />___3' ___3L -
<br />2 �/2- 2 1/2'
<br />___
<br />2 1/2- 2 1/2'
<br />_____ .. ..... -
<br />A- 3 1/2-
<br />2 (BOTTOM)
<br />7--6- OR IM
<br />_
<br />N/A N/A
<br />.
<br />� (RLYTOM)
<br />_ ___
<br />2 (BOTTOM)
<br />-
<br />17 6' TO 8*-G'
<br />I -
<br />________.
<br />.- -8*
<br />f7 6' To F, I
<br />____.__.____________.______
<br />N/A N/A
<br />___ I
<br />3' �.
<br />I _. _ _
<br />eO
<br />; N..jA. TIQ;
<br />.. . e
<br />9
<br />.\rE�Se
<br />I No.44167. .--
<br />,-
<br />1,. N
<br />*: * :*
<br />_ AAA -
<br />I - Ffvfrfule`rN I
<br />NTTa-
<br />,-, I
<br />�L. -
<br />i.) I w_
<br />i (WE WC`Km)
<br />EGrIefIAON
<br />-
<br />I .--
<br />SEE SmEry I$ TOM ARCMORS r'"t a SPACING `OR INSTALLATIONS PTO WOOD PIMME BUILDING
<br />wimull, -ow wAcTFas Aw NwrwuN cm owAvoct, AM FNRAA,in o% Twis sownfea -
<br />ED LISS THAN 940CATM OR SCHEDULE WIDUCE ANCHOR SPAC3f4 BY MATIPLYTTIC SPACING
<br />SHOWN ON 9041af BY THE FOU011114c FACTORS FOR IRK OPEW" TO BE POSSIBLE
<br />0EOU= SPNOW OBTAINED USING FACTOR 544J. NOT ME ULS5 INAPT NIMPAUTI YFIaCM
<br />INDICATED Toe LACR ANCHOR rYPE At ANCHORS LWENO
<br />,/.,.
<br />1/4'.
<br />1/4'.
<br />1/...
<br />I/.-
<br />OXIM Tor
<br />f�
<br />a CIP
<br />Ol.tL.ft
<br />�ll
<br />cftx-ipi
<br />- osBF%?e!
<br />-m,t�).__
<br />3
<br />3
<br />3
<br />
<br />!?.!--- C.)
<br /> -
<br />,-L'-J!_'o.
<br />-1
<br />I
<br />.......
<br />3
<br />
<br />I
<br />- _.
<br />". -LT �b
<br />-
<br />_ - _
<br />- -i -
<br />.
<br />A110101. " ORION:
<br />new
<br />I
<br />Is
<br />iM,
<br />-
<br />-
<br />,
<br />-
<br />i, � /�2,
<br />-
<br />-
<br />-
<br />I
<br />-
<br />I
<br />,
<br />".
<br />I .
<br />I -
<br />I .
<br />"
<br />, .,,,_
<br />I
<br />,
<br />CODE
<br />MITTV ,E;i;l**ilj.40;1.'Iil,'IrNC-WWRW-1,1,Xsifl:i:IP =0 ,1eWF_X417,1IIJ7W_1,
<br />(VAUD ONLY FOR PANELS nI& Q INSTALLATIONS AS PER SECTIONS I TMJ%J 10. ON SHEETS 4. 5 k 6)
<br />wullaxi NICHM SPTIC" ras ". - 3 ,/2- -
<br />MMIK"
<br />A & IT DEVONI
<br />APPIKA&F TO
<br />UCT,O.1 If 4,
<br />MA,INUM PANE LT
<br />. I Tzkcvw_ - , -_
<br />____T
<br />.1! T!!!-GW
<br />-_ --- --- -_ __
<br />-_ ---,---.--. ----.----
<br />_0NOILL1�0
<br />- ,-
<br />P1101-11 -kU5
<br />------' - -
<br />- _WfAI 9E1
<br />_
<br />To -- I O-To-
<br />PRESSURE
<br />RATING
<br />- _ __ -_
<br />To
<br />To "O'C"t-7 1 CONCRETE
<br />
<br />- I -
<br />to
<br />cowRm 1 caecif
<br />To m
<br />1YFT
<br />TO
<br />IQ COMICKETI: COKIREYE
<br />To collowit I 'a
<br />(XIM!"I'm
<br />�'-
<br />IQ -1 "' -
<br />co"CAL
<br />- "N""I", ON
<br />or THEN
<br />LL.M "O (TY
<br />(P. 4)
<br />I 2LoC.
<br />� BLOCK
<br />i suNDA
<br />I
<br />SLOCT,
<br />"Loc,
<br />I
<br />I sto.
<br />-
<br />I`*
<br />i 141A
<br />N/A i A
<br />; N/
<br />, 1.
<br />6' j N/A
<br />6. � N/A
<br />�_
<br />a- : N/A
<br />N/A
<br />N/A
<br />-
<br />I (lop)
<br />--------,-.
<br />-
<br />6, � 4'
<br />� I - , �-
<br />i N/A
<br />6* ! a-
<br />I
<br />- , ___ -.-
<br />8 , , 6,
<br />_ - -1, __ - ___
<br />a' 1 6"
<br />__ -
<br />N/A
<br />! N/A
<br />I Mortom)
<br />,
<br /> --- __
<br />N/A
<br /> - - - .........
<br /> .- -_ -.-.. __ .-
<br />- .- - t _. __ -1
<br />______ --- -- - -
<br />-------I--
<br />-_ .--
<br />I .1 . -1 - ____
<br />6, , A
<br />. _ ... �
<br />N/A ,/A
<br />6" I NIA
<br />0' : N/A
<br />8. I
<br />I N/A
<br />N/A
<br />I—. _
<br />N/A
<br />� _ ... . .,
<br />2 POP)
<br />- . , _.
<br />N/A I N/A
<br />4
<br />6' 1 N/A
<br />5 . I N/A
<br />5' N/A
<br />i
<br />N/A
<br />I N/A
<br />; (BOTTOM)
<br />-
<br />6. N/A
<br />I---- I---�-- _ .
<br />__ __ __4___ __ __
<br />__i___ -_ -_
<br />-ET_ �
<br />-_ __4 -
<br />__1j
<br />� --- - -
<br />- _r________
<br />I N/A
<br />3 * 4 (I UP)-
<br />55 5. _72O
<br />a. I N/A
<br />N /A N/A
<br />I
<br />�' N/A
<br />. I N/A
<br />4__
<br />I' i N/A
<br />N/A
<br />,7,-5* to s'-fi,
<br />OR LESS
<br />- . _
<br />a' 1 4'
<br />. _ _. - _ _____
<br />-------
<br />-
<br />N/A ! N/A
<br />__
<br />__ - __
<br />-_ _ -_
<br />6. f a.
<br />� - ...- __
<br />f. , I 6'
<br />-
<br />_ __ __ _ __ - ___ __
<br />4
<br />6- i I"
<br />---
<br />- --------,
<br />N/A
<br />- - -
<br />NIA
<br />I - __
<br />- -, - -
<br />3 (BOTTOM)
<br />_ .-
<br />6- j N/A
<br />N/A I N/A
<br />J_
<br />I ! N/A
<br />-_ �1'_1_-_-__
<br />N/A
<br />I N/A
<br />I (Top)
<br />1.
<br />I %/A
<br />1 j-,
<br />_-
<br />6' I.-. A.
<br />_ _ I—, .
<br />I - .
<br />6 . -
<br />- 6' -
<br />_-__!� __L_N�f�_ _1
<br />6' I '.
<br />_-1.. I—.
<br />N/A
<br />_
<br />7 1
<br />4 k 7 (Elotiom)
<br />I
<br />6'
<br />- _ - . I
<br />%/A N/A
<br /> _.: -
<br />--1/4-.
<br />-----4-------
<br />� - -----
<br />� - -,
<br />_�/_ _
<br />_
<br />t
<br />12 1/2' 6 1/4
<br />12 112'
<br />1 6 1/4*
<br />1 6 1/.8 1/4-
<br />6 1/4' 1 6 I/.,
<br />!
<br />N/A N/A
<br />I
<br />I 1
<br />1
<br />I
<br />N/A
<br />N/A
<br />I
<br />5 rtop/BoTTom)
<br />.5oo, -521.3
<br />N/A I N/A
<br />1 12 112- i 6 1/4-
<br />1 12 /7-
<br />! 6 1/4-
<br />11 1/4- ! 6 /,F_
<br />I
<br />6 114' 1 6 1/4'
<br />.
<br />N/A I N/A
<br />6 (TOP/BUTTON)
<br />,11--8- TO IV-2-
<br />+55.0. -72.0
<br />-
<br />N/A I N/A
<br />6 1/4- i NIA
<br />6 1/4, ! N/A
<br />f 1/4* 1 6 1/4*
<br />6 1/4- i 6 1/4-
<br />N/A � N/A
<br />& (TOP/60170M)
<br />4'-B' TO 11'-2'
<br />N/A I N/A
<br />_
<br />%/A i N/A
<br />i
<br />N/A ! I N/A
<br />I N/A � N/A
<br />6 1/4- I 6 1/4-
<br />6 1/4' : C 1/4-
<br />6. 9. 10 (TOP)
<br /> 6_ I- - 4, -
<br />'
<br />- ___ f
<br />N/A N/A
<br />N/A N/A
<br />I ---- -- __
<br />N/A i N/A
<br />� - -.1 --- I - - - __
<br />1. � 6'
<br />__ _ - - I— _
<br />Iff � 9 1/4-
<br />6__
<br />______
<br />8 (BOTTOM)
<br />.43.11. _48o
<br />... __ , .- _
<br />_ . _ ____
<br />i -_
<br />___-__4_ ---
<br />- _____ - -
<br />i - __N�A
<br />- _ ' _ _ __ I
<br />_ _' - _. _
<br />---.--
<br />12'-A" OR LESS
<br />OR LESS
<br />I .
<br />6' 1 4
<br />______ -
<br />N/A
<br />- _ _�N _�A __
<br />- _
<br />N/A N/A
<br />� ____ _�_ _ - _ -
<br />N/A
<br />
<br />_ fi- I I'
<br />_____ - -
<br />t
<br />�
<br />I Ii 1/4- � 6 1/4-
<br />----------- -------
<br />9 (BOTTOM)
<br />___I��j
<br />I-
<br />t_________
<br />N/A I N/A
<br />N/A 1 N/A
<br />N, 1, � N/A
<br />N/A
<br />� 6 1/4'
<br />6 '14* !
<br />I----
<br />1 '/A' , 6 1/4-
<br />. I
<br />10
<br />I
<br />SEE SHUTS W. 11 AM 12 FOR ANCH005 TYPE t SP!ACF%o FOR TNITALLATIUtPI, INTO WOOD now DIATOMIC,
<br />wra" AMCHDR SPADAIM AND MINIMUM EDGE DISTANCE ARE NOCATOD Of THIS SCKDtnt MR C-0 LISS
<br />THAN NOICATED ON SCHEDULE PLIXICIE ANCHOR SINIC" In MUL LIM SPACFT4 S.0" ON SCMEDI.IE 01
<br />IMF rOUDMWO FAC'011% FOR YK5 OAMT*N To BE POSSIBLE, REDUCED SPACING CHINNED LSNC 'XIIDP
<br />51MU NOT K LESS n MYND, IftclCo 04XCA7D FOP FACM ANCHOR TYPE AT ANCHasis UIDENO
<br />ANCHOR T"
<br />1/4'.
<br />UIPPOM
<br />1/4*.
<br />a W-40,
<br />I/ -.
<br />,6M, I,
<br />l/.-.
<br />kvdLa w
<br />'14-.
<br />Reff-
<br />, /.-.
<br />INXJD_W?
<br />__ -
<br />wN - __ - - ,-- �:) ---
<br />-
<br />3
<br />3
<br />___._
<br />3
<br />______
<br />- . I - __ -
<br />-1 1/2 - -
<br />---
<br />. + I
<br />- L -
<br />- __ __
<br />I
<br />1_ - .?!�M!w�____
<br />"--- QF�T,RFTN IN)
<br />)_
<br />,
<br />-
<br />I
<br />,,
<br />3 ,/,
<br />- -
<br />..
<br />. -
<br />-
<br />-
<br />,
<br />AMK EIIL 0M
<br />F A C
<br />T 0 14
<br />I 'Al: ,
<br />.
<br />M
<br />-
<br />-
<br />-
<br />-
<br />-
<br />I '��
<br />I
<br />.
<br />-
<br />-
<br />..
<br /> L ---- - "
<br />-
<br />I.-
<br />__
<br />I PC
<br />
<br />-
<br />-----
<br />-'Pa---
<br />I M_
<br />I I
<br />U
<br />I
<br />-
<br />-
<br />.. _ I _ � L 11
<br />-
<br />,�,_
<br />____ L'
<br />- -1
<br />- -
<br />.
<br />-
<br />I.
<br />_. -. -
<br />I Do -
<br />-1-1.11 "I . ,,v .... A
<br />41' ., \
<br />- 4r., \,\r, 'r
<br />- " -
<br />* . NO. 4167 ': 1
<br />.
<br />TE
<br />, , *
<br />;Va,/lIDIM,mot;Dm
<br />01i
<br />1�
<br />C_j
<br />iz
<br />.
<br />to
<br />d
<br />C:I)
<br />.
<br />LAJ ---.
<br />_= C,
<br />C=
<br />M
<br />C-1 C-4
<br />1:0 ><
<br />161- CL.
<br />= -
<br />= cc
<br />C.4 '
<br />�lc
<br />CL?
<br />-
<br />:w
<br />= W
<br />- C=
<br />=
<br />I
<br />-
<br />t5 .2= ,j .i C13
<br />3: -
<br />M
<br />co 03 .=
<br />=
<br />- w a)
<br />,;I-- = =
<br />7
<br />LY-
<br />_= ,,
<br />tor _L
<br />= I=-
<br />2 0
<br />CO.- ,j
<br />15!
<br />FLORIDA BUILDING CODE (High Vel"Ify Hurricane Zon
<br />- _. - 20 GAGE GALVANIZED STEEL STORM PANEL I To e,
<br />-
<br />. + 0/26/20111,
<br />- - \ GLOBAL PROTECTION PRODUCTS. LW .1 .n
<br />ILTECO... ' efiffi.. 5 f,nar, __
<br />Ne _& g"awltniva Cow 0,11E. 11 3"'.
<br />. . . . . . (I&I few 20-176
<br />LIMT1.11- .:- _,.� T". PICK, (�)W-l� M
<br />-1 I - -
<br />INTO EXISTING WOOD STRUCTURES
<br />-- -_ - .- ___1
<br />-
<br />, .
<br />I _______, �
<br />�
<br />1 ________---4,
<br />. ',.'1
<br />V4_10 PO&LWTE PLUS
<br />I I . '- if--'. -TE PLUS
<br />C ' I/a_
<br />SCA9
<br />V4-10 PANOLMATr PLUS
<br />9 1/-* ac� W/ I 7/3'
<br />6 1/4" oc W/ I 7/0'
<br />THREAD[ PENETRATION TO
<br />� 0 W/
<br />I THR FTWINATION TO
<br />WOOD I
<br />THREADED MENEIRATION TO
<br />--- I— - __ I
<br />EKISIING WOOD HEADER
<br />I li�.___ F - I. � . � [IrSTING 01000 MEAN,
<br />RKEOf "I I I
<br />tUrSTP4 WOOD HEADER
<br />-- - --I
<br />I
<br />-1 I
<br />�Awo
<br />Imo------
<br />! 11 i I ,/Iw/n.
<br />,
<br />,
<br />I ;zwm,
<br />I
<br />;=-.
<br />- I IVERN T" 0
<br />_- IF
<br />I . .K
<br />T'DO Is
<br />�
<br />;
<br />1-1 ,� IF
<br />sno a
<br />I ! 2. 1,
<br />. ! 5 ,/.* Cc
<br />I 1. I . I/ - of
<br />I
<br />L�L'T
<br />I 4 ,/" 04
<br />WOOD KADI^
<br />.I. I . lr'�
<br />WOOD �
<br />[ -
<br />: I
<br />I , (I
<br />� �
<br />-
<br />_ �_.
<br />�
<br />[1� �-
<br />:
<br />.
<br />I LFn7LJ 1,
<br />�
<br />I I
<br />.
<br />I ---
<br />� WE SCHIMATut oFi
<br />i H,eKN
<br />� i
<br />SW:Dow a I
<br />.
<br />ran. W,NAIvTaN �
<br />�"IOCLABL.
<br />! ..0N
<br />__ 9 6
<br />SO'"
<br />1: I
<br />!
<br />, 1
<br />1 I � I
<br />I 1. QLASS
<br />,
<br />i ,,.-. .I. ..
<br />, . N PANEL LENGTH
<br />(SET NiMi ')
<br />_�
<br />.. FAR, 'rNoTLI
<br />� ,- s,
<br />i M O,ff ME. I) � "..__- , I
<br />�
<br />I i
<br />: I ... IIANCL LENGIM
<br />MIT AKIIT 1)
<br />:
<br />1 . I Tv/ ,/.-. .
<br />I v"I . - -
<br />j
<br />.
<br />III 0 i
<br />I
<br />I . I !/ 1/0 If . i
<br />`W` "U`
<br />3/m 10 - •I I
<br />- ./ ,/r. , .
<br />:
<br />L!1a1' � �
<br />111 I
<br />I .� �
<br />:.
<br />I
<br />I
<br />.
<br />I I I I
<br />I
<br />EVID" ofk�
<br />-
<br />i 0 � :
<br />,
<br />1 0 r-, CYnAMf
<br />I
<br />. .
<br />I
<br />4
<br />i
<br />�
<br />I
<br />� I �
<br />1 1
<br />i
<br />i
<br />1
<br />�
<br />i
<br />:
<br />I 1
<br />"�
<br />�
<br />we
<br />50%
<br />I
<br />i
<br />ar 't,
<br />I
<br />; ,
<br />Of 'L'
<br />MAT
<br />: I Of %_
<br />I . MAR
<br />� k,O-,
<br />� I j ALAI
<br />I --i
<br />1
<br />-
<br />t
<br />I
<br />, -
<br />I
<br />- _�__ 4
<br />CO.7'0
<br />, I , 4
<br />-
<br />;�...
<br />, I
<br />,/.
<br />iIiii VI'U"ITU11`9 CO.`
<br />F-___j,-
<br />I
<br />� 0 IF ,/r Ot
<br />�
<br />: ��� - . _ . .
<br />* If - I1 I
<br />I
<br />, ,-
<br />il -
<br />I .
<br />. . I
<br />I �
<br />I =z"T,
<br />-
<br />r__-_ , 5 '."I' S, I I
<br />[IQ ,
<br />I -L-, __,_�
<br />, . ED
<br />I
<br />I . .__ I I
<br />. t___L_ --.!
<br />I
<br />I CO
<br />� - __
<br />I I---- .,
<br />�
<br />� C. LAG SCREWS
<br />I
<br />I
<br />==F:=
<br />I
<br />* v of. W/I 1/1,
<br />Z'f4* WOOD riLAIT 1 :
<br />REQUIRED :] , .
<br />Illft-IEL-11 2".., Woof) ,,ATE
<br />'Lull
<br />krov.cp
<br />I
<br />"I . I
<br />. � Ni
<br />:
<br />�'I,4' VICOO PLATE. � . I
<br />REOUAUI
<br />I I -
<br />I
<br />WW TIMPICADED
<br />P"O""Tw* "
<br />j_
<br />i
<br />I
<br />1
<br />IT / O.0 W/ ,/O-
<br />��-
<br />EADED PENETRATION 6
<br />Min _
<br />OF PLATE
<br />I i I
<br />I
<br />I . I_ 1/4-0 LAG SCREWS 0
<br />Iii 111,11,40"110 W,
<br />I I
<br />I
<br />I I
<br />MOMMOT" OF PLATE
<br />i
<br />I
<br />I
<br />I
<br />� I
<br />SPENETRATIONi
<br />11 1, I T=D
<br />I ,
<br />I
<br />DIRECT SNTIN !!STAUAMN
<br />AT MIDWTDIH OF PLAY[
<br />. i . .
<br />WAI 3/9-1-
<br />DIRECT MOUNT
<br />I fill-L M NJING INSTALLATION DIRECT
<br />. ft ,
<br />ALJS�. 9W
<br />MOUNT J11fWK
<br />a ,r
<br />INSTALLATION
<br />*
<br />SCALE 3/0- I'
<br />I TOR A�TERNATTAS 6W.
<br />OW & LOW VAUD FOR
<br />116o'h"
<br />EN11-1�11'LIIINI
<br />BUILDINGS ,F mTM k 5 0 DESIGN LOADS
<br />UP TO +43 B. -46.0 P.O.I. ANU
<br />""'mul
<br />,
<br />- I". T
<br />EN, 0 -4
<br />PANEL'S 'T. UP T 12'
<br />10 BE
<br />..... !I�Ql'
<br />,
<br />... T 's
<br />.
<br />, , FOR NEW _G. FRAME CONSTRUCTION.
<br />WOOD MEMBERS SOUTHERN
<br />. .
<br />ENSj'--.: -�,
<br />III., No � MI/ SPECIFIC DENSfrY OF
<br />o .55 OR EQUAL
<br />.. . a
<br />FLORIDA
<br />BUILDING CODE (High Velocity HILL
<br />Icon* zorie),
<br />-
<br />NOTE FOR COMBINATION Of �rcmfqs
<br />No. 41 1.
<br />= *
<br />: .111
<br />,0 ILITCO. DEL' 20
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />11
<br />DeFFINT 0,
<br />T
<br />,OP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED NAY WAY To SUIT A?-JY
<br />I
<br />i
<br />= * : * : =
<br />.
<br />- .. ,_ -:97-- __
<br />1; $T It Or ,,-D,C'�_ -. ,
<br />-10•
<br />1,
<br />!� 1�,..-, "i
<br />�
<br />FN
<br />I - I——
<br />' - \ GLOBAL
<br />/ 11L 1E C 0 in.
<br />PROTECTION PRODUCTS, I.I.C.
<br />- .. . -
<br />.1/39/1010
<br />. ,,,,
<br />INSTALLATION
<br />!RO..-
<br />. --, I- .., �, . ,
<br />.�, --/- 4:�>'
<br />R��
<br />e - , .� ,
<br />"I'll"^,
<br />TLUTF 1_�
<br />-..-.,----. _1
<br />,400, S., 51 lifflit,
<br />INW. 1 sILH.
<br />JI�t (W)M 7!L'i. r- (".)M .79,
<br />2 0-176
<br />NI' .1
<br />- - - 0-1 .1-0
<br />-.-7
<br />DIVIeffis Iff,
<br />__
<br />I . ..... Iffw, wLN.nlaNA,Vq&/ofn
<br />-YFNA =L011.1. 11
<br />I - .
<br />. I
<br />!
<br />.
<br /> --------
<br />1KT_&L&TKM DETAILS
<br />FOR OPTION 9 I FOR
<br />LIFE SAFETY STORM PANEL
<br />SYSTEM
<br />, V.,. LIM; scxCeS IF 6, cc ./
<br />__ - - ,
<br />- 10 0131w WoodP
<br />INTO EXISTING WOOD
<br />STRUCTURES
<br />I I � ,
<br />F11 .
<br />I ;
<br />11
<br />, i I
<br />- N
<br />i
<br />I
<br />i I. F_ - -
<br />I �
<br />i
<br />I - .
<br />1 i .12
<br />t----
<br />M.
<br />,
<br />r - __ - -,
<br />.1
<br />I 1
<br />; 1
<br />-----'IT--
<br />b .
<br />.
<br />;
<br />.\ I I _� I
<br />�ENKINO
<br />�
<br />TO!
<br />�
<br />I I
<br />EQ. , 1,
<br />1 �J
<br />i I i
<br />_i_ .. .... ,l__ _L__,I___1� 9
<br />-_--
<br />A,
<br />I
<br />I I
<br />i - -,,.
<br />- - --- -- T__ -1 �
<br />•
<br />m"
<br />I W-LU
<br />; :
<br />" IF V'r �
<br />4.
<br />..DS
<br />- �
<br />� I -I- - - __
<br />/ I
<br />ALTERNATIVE I
<br />ALTERNATIVE 2
<br />I 1/1' I - I 1 t l/..."INVIRE 5
<br />. L
<br />1 INTO (SEE I kA I., ",jl,?,�",
<br />T.
<br />1 ov V1.), �
<br />- ; j
<br />I
<br />h
<br />! Trif wMEDL&L I p i
<br />,1
<br />1-- -
<br />I I
<br />I stMPAAA
<br />I I
<br />I
<br />i O1I
<br />I
<br />ED:
<br />-I
<br />�..
<br />
<br />i � i
<br />I .
<br />�
<br />IQ,
<br />I
<br />I
<br />__ I OFT
<br />�
<br />to
<br />I �1 - Mon" I
<br />I
<br />i I!
<br />I ..
<br />, - - __ - I I t ;I I
<br />to:
<br />ED:
<br />- � I
<br />� -7-tT
<br />- - IT
<br />I 0 �
<br />I ,- � ____ -� 1�
<br />'ACTO
<br />I : 4mum" t!� T � I
<br />a -
<br />, �_ - - I
<br />I I �
<br />'i
<br />I " L-_---�
<br />I ,
<br />� "Ou"m
<br /> II I I - WAR
<br />RANI
<br />I
<br />I I -QUOU
<br />i
<br />-4--
<br />I \1 8 - :-
<br />-
<br />I I
<br />A
<br />ALTERNATIVE-4
<br />rw it EMS 0 a' ot w/ 1 1/7'
<br />I I,- T..--, LAD
<br />PE.C.I.MT0. OR
<br />�
<br />./4"DfS/r LEND INTMES IMA-4 e/
<br />I
<br />L
<br />1_____�A____ _ _ �1414' Is mz eel OC oft
<br />WOOD FRAME CONDITIONS
<br />A ANCHOR LOCATION
<br />16.-m FAFTILLMAIE ItNALF 0 00ALTERNATIVE
<br />", PLUS 0 6- GC W1 1 112- �
<br />TRIFEecto '(00FITIMTKAN 10 IiF%T..G TMOR
<br />SCIAL Ax - v
<br />PLATE
<br />WALL MOUNTING INSTALLATION
<br />Now SN"T" "MKS N SMOOR TM mA
<br />,< ""'HOWN,
<br />� ,
<br />, � N. TkIlt
<br />N
<br />ALTERNATIA I
<br />,
<br />NS� ...... �.....
<br />, , - ��'?
<br />901,11- 31r . I*
<br />-. . GE 4 -
<br />b?".." Ir ..
<br />. \N -
<br />N
<br />z :: 7 . ..
<br />z No. I I
<br />FLORIDA BUILDING CODE (High Volocily Nwr Icon* Zone
<br />z . . -
<br />C *11 ,
<br />I
<br />- .non INC
<br />1 20 GAGE GALVAN17ED STEEL STORM PANEL I,
<br />offewof 8,
<br />foxi
<br />z 51 Eof --z;
<br />I
<br />1
<br />I INSTALLATIONS ARE ONLY VALID FOR BLALDMICS WRH A, 5 D DE9oN :CADS UP
<br />.55 5. -12 0 .W AND PAKfl*% LIN01. UP TO 8 S'
<br />TO
<br />1, _%..... IF i Rmf,�..'� �,_.__
<br />1, 0�.. � I ...
<br />, '?
<br />"N_I^fs�
<br />- .�74
<br />-
<br />/I INC.
<br />24/1
<br />GLOBAL PROTECTION PRODUCTS, U.C. '"'Out
<br />At s.. 51 �
<br />FOR MEN WOO FRAME C ON WOOD MEMKRS 10 BE SOUTHERN
<br />D DNST*Icn
<br />, COUAL
<br />PINE 4, 2, w/ SPECIFIC DENSITY of 0,53 ON
<br />i- , ,,-;,�_ -
<br />-
<br />TWT TICSTwo 4 1.
<br />W. III. -
<br />,(lux" 20-176
<br />. .
<br />, /
<br />`40N. III-00, ,
<br />..... - P. J , -
<br />E147_ffl::�C.
<br />t.a.`L�oo,,'M,
<br />I __ � C$5-)"�ls.b ,AT -on,
<br />___
<br />Pf 9-1�""MM.
<br />. P1111 .I, - Ps
<br />Us , _07
<br />F-.T- - 1-1-1 - oFvYTNoN,,
<br />_4�10n_ -
<br />-* wtv's or Is
<br />.
<br />I
<br />-4-1
<br />(1)
<br />a)
<br />_C
<br />�3
<br />-
<br />Co
<br />>.
<br />a)
<br />-I.0-
<br />I-
<br />(3)
<br />6
<br />I-
<br />CL
<br />C
<br />0
<br />_0
<br />0
<br />(1)
<br />C
<br />Q
<br />CU
<br />-0
<br />L_
<br />a-
<br />-
<br />0)
<br />,
<br />C)
<br />(1)
<br />.4--o
<br />co
<br />Q)
<br />-L-
<br />a)
<br />-0
<br />�
<br />0
<br />CIS
<br />-0
<br />CET
<br />M
<br />C
<br />0
<br />0
<br />c-
<br />-0
<br />-=
<br />a)
<br />c
<br />ICU
<br />C
<br />0
<br />i;_-
<br />U_
<br />-
<br />- .
<br />A
<br />=
<br />CU
<br />2
<br />"22
<br />-Clua
<br />0_
<br />a-
<br />1
<br />-0
<br />.C:
<br />U)
<br /><
<br />Cn
<br />"
<br />(1)
<br />(D
<br />21)
<br />CIO
<br />>
<br />11111-
<br />0 L_
<br />U)
<br />0-
<br />CL
<br /><
<br />(1)
<br />-6-NIFF
<br />0
<br />C
<br />=3
<br />-0
<br />CIO
<br />0
<br />L_
<br />Q-
<br />0
<br />a)
<br />111
<br />L.
<br />U)
<br />ICU
<br />"
<br />rn
<br />B`BBBI
<br />LU
<br />M_
<br /><
<br />z
<br />a
<br /><
<br />_j
<br />Q_
<br />SHEET NO.
<br />SH 1.1
<br />
|