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I I , -11, 11 <br />,-HILLON �., I I I <br />I ...... a�,, <br />, �� - " <br />i I , <br />" <br />',� <br />�� 2 � 1 1 1 1 1 1 1 1 1 I 1 I <br />.. I � , , � , <br />. V` , �j - 1, - I � I I � 1'� - � 1, I -1 i� �, <br />MIN. ED IRIV, __ <br />'A"� . <br />DETAIL I <br />`,VMC <br />", <br />T__ , _Fr� - - 1��­�­­ I I— "', <br />,-T-1- "' I I , 1, <br />� I <br />I I I I <br />" I I I � I i I � � ­1 . Is <br />I . � U V., � I <br />$MM. "n, � ! � I ,,, I <br />;I)-/ #,-/' <br />- . ., - <br />"I <br />y I ` ;;R,;m,;;�z4' <br />1 ".10OUKA, <br />­3 <br />16W.-W - � I - <br />� """ <br />�1,1� <br />, <br />3) Ile. rVeR, -m <br />0 - <br />w.. L"e-I <br />7 -------- rr <br />-�e- <br />%P,SROR a Hu, <br />. - <br />I ,I I <br />L <br />f- <br />� <br />I . <br />, , <br />21.r.I1..Hr_r - <br />- <br />------- <br />\"�'j <br />�u <br />- I <br />,4,� <br />11,� <br />INGLE <br />1�1. ALAIM <br />: __ I 4 m <br />Rant 4 <br />1 loo <br />I <br />. <br />� <br />ft, ,o, . scrHe,) <br />"m1w <br />1. I'll-41 <br />fm . <br />DITAL1 <br />oR,L m SU`E <br />I. ONAH"OH) <br />MULLJON SC14EDULE <br />i_-,,---------w -,. ,,., <br />IAYP`� MULIAT <br />REOUIRIED M'" <br />SPAN (F-11 <br />.-DOE MULU" . <br />I <br />, ,,._,� <br />2' V, 3' � 1/8' <br />> .,-a, To 5'-Ir <br />2* , 4'. 1/8' <br />� 5'-45' To JF-icr <br />2' 11,1118'. <br />,_ . '. . I.'4' <br />> V-10, To ir-c', <br />. I <br />- SPANS - <br />,,f FOR KSO DESIGN PRESSURE RATING <br />_ UP TO 155Z � f � -72 0 p.11 <br />SECIION I MU& Ir-40041,M �MACPIE ORIENTED <br />SCALE 3/&-I. <br />NOTL MUWDN 'I" 0 To OOTTEAA OF OPENING <br />CAN ALSO BE 06 <br />OR BOTTOM SO THAI IT IS OC44/Al STOPRUVRPARELS ON Top <br />CONE AMEL OPENING W/ TUBE TOP It BOTTOM) <br />I <br />k __ __ __ ____ __ - _ , , __ ,��' j <br />, . � I � V� I <br />I - . <br />I V_ , � I I � <br />* , I , ,� <br />- , , <br />w Itatta. I /�' �:_,_ __ � jj I . (we 0� , -, - , - <br />--. ,�r - I i 1 I I ; ,,, <br />_� I I � <br />m -1 ­. , - I I t,'j I I 1 lill .� <br />I il 11 Tj__A,1_;_1i,�3+ <br />� <br />It � T11! I'll IT_ I' l" i -11 11 !1_1[11-�i[ <br />i i i <br />I I HIM! HH1 !I <br />I I I I <br />. I i i <br />- � ��' <br />I I I H 11 H I M! I 1 1 <br />: I , <br />I I- - -�- - �.vr__� 4 1 . <br />, ': i I I 1! I <br />� - , 1 1 i il " ; , I i <br />. I I I I i I 1 � <br />J� �i Ill I . I <br />, <br />. �.� � i i I I ! <br />- I I I I I i 11 I <br />It , , � . I 1 - - ,;_ 1 111!111 <br />1 - IL - a 1 I I I I 111 , I 1 � Jj - I - <br />1, - � " , A ; r I � IC - J_ -'- <br />It <br />% i;� �fjrj , <br />I �' <br />, I7 <br />I rl' <br />I � <br />,� � . I �Tj I I T� FI T�A 2 <br />, <br />_1 ", JI-111,111jil �` I I 1 �1 ' <br />�_� <br />I I �111711 <br />I t 1, 11 <br />- _` ,". <br />4", ` 2- � ..", , J_ VINLMCH .." <br />II , _ <br />, <br />I ,;� ­1 I <br />L___J -, I 11 � <br />SECTION Y-Y 11 SPLII 0 PAN�L_ ELEVATION <br />SCALE 1/1'.1, M zwl I SCALE 1/011, <br />FLORIDA BUILDING CODE <br />INSTALLATION DETAILS FOR REGULAR EANEL_S(___1',', & ,3,U <br />INTO EXISTING WOQD STRUCTURE5 <br />- I . =1 0-4 1 I— <br />- - ==i===_ . MjV1_=* IV* _­ %. - -. ;:--±=, 7 - - I �__L� 11�. ORY-1. ._.1j . -1 - � 41 -.e- <br />- ll - I 1. - <br />I I V! / I . <br />- AXPFIRG - HVIRROL, " - 1, 11, .� <br />- . I -1 I <br />" .1 , � V. - VReae, . =d ­� ,_ - - - <br />. t "' - I L,v__ Y�;l 14 _­ - <br />I ,, . I 1��, 11�.x O!U-. � -1 - /-��� <br />lz�_ � [ / I ,- �-._ i - _VV"ca� Ir - - - <br />1 ,47, �w ,� �__,­, <br />, I 'r 'I I IrII& - I I I = ��, ,J), , 7T---� / Not; 11 I , �r / I _0 --..- _­11- -.1 <br />- <br />, - * I 1.2 IT , , Po-K ft"o w/ �, ��`06 I <br />I n- I 19 I., 1 111 ­1 1] N�- , <br />i li� -­ � , L o, I ar W= I <br />,1 <br />, Y , 4�1* �- - __ - I , r-F <br />1, , I . E� , , "� � i 1�_j � --- - -1 ,� I li',�- - "'W'.. <br />I ---. <br />, <br />I 1_� , , 1 1 i .11,L& " 1- <br />44 - j <br />r1m --"- J, I % 1. . qj I __,��_ I I <br />�11 - . .,/r I i i iw;&WW�_ ,.. <br />� 1 I I; <br />I I i - <br />I- �� 'I , <br />,," I <br />.V, I - I I I ___o, <br />�y , <br />I <br />��r <br />zz_- 0 -I i v "Irm 1 ._ I I - 1i t %VM . ! __ , I <br />- i _11 I 2W, (D 1 -01, . 9 - sb`M"nV,K_ ; i - <br />I 9 I = I 1_�:-__w_7.1_ I re - 1 ---fl) 9 <br />i I a TV, - __ - - I i I I - - <br />- . <br />I V _jj_ I __4__ _� -LA_ I I 1. I - - - I <br />I 1 4- - - __ � . <br />I ,_� i . - I <br />i_VX,=.,N,m­ ; -­- I - I - 9 � , . <br />- M& i I =% I ----Q i i i f <br />I ; I .RUVV,1 WALL, IWOUNTI i I 4 <br />i ; I - . I I JIVISTALLATION - ALTERNATIVE 3 i I RiM."r. � I I <br />j I ;� I � <br />� - I I '_� I <br />; i . , � SCALE. 1/4' - I* Ew,qm. I I . <br />i -A � , - I - i + , /- =1 =� �w II`XI,VI 01to, -1 I I <br />§-,t ja_ I ;� i ""..." <br />___4 - --." - - I � �, � � I I -11, ­_ -4 01- I / ---\ W_--j EL <br />� 1. ,7-= I .., \ <br />� =_ <br />1 <br />-1 ___A <br />7 - -1 <br />� <br />�� � 401,'F,�F_ __ L��-. �___ __ <br />BUILD -Our jtQu VY`,VAW` 1 "I"_%�­_ __ ­ <br />.1 <br />INSTAUAWN - 1. i z T ,� Z:m".r <br />I - <br />jw I I - if- U -9 - T::� <br />� I , . =­`�Z_:%­ <br />I I- - ­ __1 <br />- I' - <br />$CALL ,/q* I i ­. MANG ik OMR-MOINM WALL & ELQQR IWOUNTIN <br />WALL MOURn INUALLATION - -ALTLENAMILAW INSIMAMQNS - ALTERNAVVE SW <br />(SECTION AT TOP IS UM TIED TO +55,5-67�0 MAX, SCALE,. 1/4' - 7* <br />WSIM"MN - ALTERNAM A-S.D. DESIGN PRESSURE PATINS) <br />SCALE- 1/4* - I " SCALE: 1/4' - I* <br />=;��'. - i 11 <br />.� 0, - I -, �; <br />I <br />I <br />($-.- ____ <br />,_ i ,� - <br />� <br />�=__IL"LJ .. / ,. z-. - - <br />. __:�_ - - - <br />7. <br />i T�W�� <br />, , _. <br />_j_1 <br />- - , <br />FLOOR MOUIMNG <br />NOTLJ� " "'Ittion"111111 UAUMON - SEQn0N <br />I� INSTALLATIONS ARE ONLY VAUO FOR BUILDINGS WITH A.S,D DESIGN LOADS A, 714t;;�,, SCALE: 1/4' - I* <br />... ... " -11, <br />UP TO 455.5, -72,0 p�IJ, AND PANEL'S LENGTH UP TO 8'-S' � . r,pNs, ,.- -,- FLORIDA BUILDING CODE (High Voicolly Hur acne Zcne)j <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Z' 11 <br />PINE NO, 2, W1 SPECIFIC DENSITY OF 0,55 OR EOLAL S : = .xw `,111,00 INC 1p.w <br />= : No. 4167 - z 20 GAGE GALVANIZED STEEL STORM PANEL DRAW , I <br />- <br />= . <br />= *: - <br />NOM-FQ" = " ( -.:: J, A -1 �_ �,-.-,-r-.-­-.-.-r -------- ----------\ w,-�,rma I <br />, <br />-_ � -,o'.. ST Of'L , - ­_ -:> / I - I __ -------- GLOBAL PROTEMON PRODUCTS, LIC. <br />,,.;,. ik' --;-- IL ECOits, \, - CALL, <br />._ 7, � O.'L 51 arm <br />TTO mOUNTINGS CAN BE 'so v, - - � <br />lop & 80 M ":. . - � , ?-� PRQVR� taa� GAVE, M =11-mlaaa-m? 20-176 <br />�, <br />COMBINED , / _.. - - -,_ � AVAR"Ve. n .1. )6-7N5. FAX <br />IN ANY WAY TO SUIT ANY `,,,fs.k'­ -...- c-101, " Neat - - �. .. P.m _­ OIRVNV MRV,- <br />INSTALLATION, - ". <br />CA-_ I <br />, ___.____,__ "`I,,,;,,4!,�.,,Lii*f,- - . I wAIRR I TLUT ... P.E n- I � I _iJ . I - ;;;T. _�. <br />.1 I - <br />- - - � I- <br />MAXIMUM A.&D. DESIGN ERESURE BONO (P.S.f.) AND QQRjRESPQNQIN <br />MAXIM11101 PANEL LENGTH "L' SCHE12ULE <br />iUM In - Y - - -4'b A, In 6JVVVLR I A� AR - -- I - I I � - - . . � �1 <br />M"Mum A.S.D. <br />O'S P ". <br />% I <br />- <br />M,�:,3,gmm <br />L I 1 . <br />. TO GLASS <br />I j MATICH <br />�AEO=_ <br />I CONDITION <br />Mu &= <br />OF THU <br />+55b, -7210 <br />7,-!r OR LESS I <br />1 <br />2 1/4- <br />1 umsoLlm <br />I THIRD, 5 A 7 <br />_ - <br />�35.& -12.0 <br />_ <br />,V-6' TO W�,__­_Ir <br />-21.1- <br />I <br />1 UNOXTED <br />� <br />I I YHw 3 * 7 <br />I <br />-55,0. -724 <br />__ <br />­ <br />.._,.- ,;-,-,_-,-�-tj- <br />_ <br />2 1/1' <br />I " 80'ro "11-f- <br />AT <br />I � <br />_ <br />��'. -Re, <br />I- <br />,2,_. ��_ LESS i <br />3 I/2- <br />---�--7;-.-- <br />1 aamu;- <br />1 I, <br />- qDLTED W/ 114,V-2w, ss " & wom" a Mvew & REILERGO, v RAHEL <br />(VAUD ONLY FOR PANCUSCO& 6JONSIALIATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4 At 5) <br />MA,(AAA, As 0. <br />..V.w Ameman sr.cm Pw ED, - 3 V2- - <br />I <br />DESM <br />APPLICABLE TO 1 <br />- 'T * WXIMIJ PANEL <br />TAKON <br />'_ <br />cr TAP-ORP <br />OALY-tH <br />PANCIMATE a <br />I -��W- <br />E PLUS <br />- <br />ANY COM110010V 1 LE'ar" ­L' '"') <br />__7 <br />" <br />H�� <br />To CONORM <br />TO <br />CONCRETE <br />SLOOK <br />Ito _ <br />To - <br />at= <br />RATING. (P.L) <br />OF THEIR I � <br />; <br />' A <br />N/A <br />I ./A <br />6. <br />1 <br />I R/A <br />� <br />-1A <br />". <br />H/`V <br />! <br />, (TOP) I <br />". <br />_ <br />- <br />.- <br />N/A <br />__ <br />"/A <br />". <br />- <br />I <br />a' <br />8' <br />6, <br />v <br />-_ <br />I (BOTTOM) I <br />- <br />- <br />L--- -4---�- <br />- - <br />-1 _�__�/A <br />' ___ <br />____ <br />I <br />I' <br />1A <br />N/A <br />N/A <br />E . <br />I K/A <br />1 <br />1 <br />.� <br />N". <br />2 <br />M___� <br />6' <br />- <br />1 %/A <br />./. <br />N/A <br />I B- <br />� <br />I N/A <br />_ <br />5" <br />--- <br />I NIA <br />. _- <br />- <br />5� <br />___�'_- <br />-_ <br />.- to TTMM) I <br />-" D <br />O' <br />1 N/A <br />N/. <br />k/. <br />v <br />I Y,A <br />O; <br />1 ,/7. <br />. <br />e <br />I N1. <br />3 a - (w) 1 7'-T OR LESS <br />OR U�� <br />_7---�- <br />. <br />61 <br />- <br />I 1, <br />_ _ <br />N/A <br />----,- <br />,/A <br />__ <br />6' <br />, <br />. <br />I a- <br />, <br />- <br />1"_5�__ <br />I . <br />. <br />- <br />6* <br />. - <br />I &- <br />- <br />- <br />s jecITCAV) � <br />- <br />- <br />6. <br />i K/A <br />- <br />VA <br />­_ <br />N/A <br />I N/A <br />- <br />___ <br />-,----I <br />__ <br />5 � <br />NIA <br />-1 _t_�,_,�__ <br />O_ <br />A <br />� <br />, (T� i <br />- <br />#I I <br />S. <br />4/A <br />- <br />0"A <br />__�01:�_ <br />,f- <br />e <br />a - <br />, <br />i - <br />i <br />I— <br />a. <br />���[ <br />- ----- * . .... . � <br />4 A, I (WITTOM) ! <br />- - _T <br />­N_ <br />- <br />­.­_._____f_ <br />,;:-, <br />- <br />-a <br />, '" , I <br />I <br />__ N/A , <br />, �A - _ I <br />,- <br />- ...=/�r <br />1 �/4' <br />1:, 1/2- <br />7/ . <br />1 & . . <br />- 1/1�. <br />11 <br />I/.. <br />I 0 vv J­ <br />5 Coom"O.I f, <br />- - - ­1 i I <br />� <br />SEE S4QYa LO Vo It MR ARCHORS TVIPE III SPAVEWV FOR OERALIATICKS ONO WOOD FRAME "U'Ll"' <br />MAINUM ANCHOR SPACIROS ARE MIAMIAVA WERE OWN= Aft WICATOD ON THIS SCHEDULL FOR CO. LESS <br />THAI, WDICATED ON SCHEDULE RUNAGE ANCHOR SPACING BY 4AADftYM MAARH On 51C.EWLE Or <br />TIC F=WM FACTORS MR THIS OPMARIOR To BE PV"LL RIDLICED SPACING OBTAINED USHO FACIOR <br />SHAUL NOT EVE LESS THAN MORMUM SPACING W.I.CAND V`OR EA04 W-101? TYPE AT ONCHDAS UEQEVD. <br />ANCHOR rmE <br />1/11.- <br />MVVa0`I <br />1/41. <br />., a,,,aeP <br />1 <br />,4qiiiem <br />ED-ME , <br />sAftl <br />- I�Wv <br />- <br />� V4� <br />- <br />___ <br />,A` - SPACHIR 01) <br />- <br />3 <br />I <br />3 <br />.-ItRiU_ t- 0,L) <br />3 <br />, '/2 <br />__ ; -..* &VVVVo I,.) <br />1 <br />3 <br />� <br />­/2 <br />1 <br />FAU= <br />- <br />__ - <br />- <br />- <br />- <br />- <br />L_ <br />- <br />- - <br />, <br />7w-- <br />-;70- <br />__ <br />- <br />- <br />_`4 <br />1. <br />V <br />__7__ <br />.1 <br />U <br />_____ <br />- <br />__ __ <br />- <br />73"". <br />__ - <br />__- <br />- - <br />"I <br />.__ - <br />""; <br />FLORIDA BUILDING CODE <br />ID. . 5/0' LIM WAS$ MASIONG W1 <br />INSTALLATION DETAILS EOR REGULAR PANELSa <br />& <br />;/4' <br />"'V-2ftr SS. us� 0 6 1/4' 04� MR <br />. <br />PANEL LENCYPIS, VP TO -D* AND 6 1/4' 04. <br />; <br />INTO EX15TING WQOD STRUCTURES <br />_�_ I I I <br />. - ''I �1 <br />� � � <br />q I �i <br />FOR UENRINS UP TO 5"e t-O <br />PAJISJUVATIE FEMALE to �R P=AXM ,1, 0 <br />$2 2 - Td;2 THRMED <br />- - <br />, 1 14 , .., - <br />I , � <br />� I - <br />i � I , � <br />� <br />� <br />I �, ri <br />�� 4�__ __:�� <br />I ,� s " ��� <br />, <br />I � � �, <br />, , <br />,�, - <br />t�Ml,,. <br />PERX�T&CTGI� ALL LTNGTHS UP <br />no a' -a' Me.. <br />i <br />r"'. __ __ - - <br />� <br />11 <br />I I -� I �,� I -,/ -0 <br />� ti, n.=A "'A", <br />To beslew "m -mm <br />'Lit, <br />� 1 I . 1, 4,, <br />I <br />i I fl <br />I I � <br />I i� 1, �i <br />� 1i <br />i <br />31 <br />I <br />. 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LAOS <br />TA14 INDICATED DH SCHEOLUE REDUCE ANCHOR SM04 By MULTIPLYING SPACING S40" ON SCHEDULE W <br />INE FOLLot" FACMV FOR 796 OPERATION To BE POSSIVOLC REDUCED SPACING OBTAINED USING �-ACPVJR <br />SHILL HOT BE LESS TON "MUM SPACM INDICATEEL F OIL EACH ANCHOR TYPE AT ANC`IORS LEGEND <br />yi:s <br />- <br />Ile, <br />1/4'. <br />1/4'. <br />I/A.. <br />- <br />1/4*1 <br />ANCHM TYPE <br />--- <br />Imaot, <br />- <br />IT IN'" <br />mlammmokYe <br />FEMALE 0 <br />__ <br />McNot <br />P" <br />____ <br />OVAUK-Am <br />____ _ <br />soue-io <br />- <br />SPACING V111 <br />�;�7;01� <br />I <br />A <br />1 3 <br />I <br />I <br />I 3 <br />1 <br />� ,/z <br />1 <br />**--- <br />OV,) <br />. <br />, <br />3 <br />1 <br />1 lil <br />Im MILI <br />- __ <br />, <br />, <br />, <br />__J _1_2 <br />7 <br />m`,.A, 0;Vy <br />!�;Z=_ <br />, 47t <br />,, 'I, <br />- <br />. <br />3 In <br />AMA m am <br />asom <br />- <br />F A C <br />y 0 A <br />,� ____ <br />- <br />__ - <br />- <br />- <br />- <br />___ <br />- <br />----! - <br />2 Llr <br />- <br />.__ �_ <br />I 'm <br />- <br />I� <br />I <br />- <br />- <br />- <br />�__-_ ] <br />_.__.­___ <br />__71;j� :=-- <br />�_L_ <br />-, .= <br />� <br />-6-VVVVVI <br />a) <br />a) <br />I <br />r- <br />L <br />Cn <br />-Fo <br />(3) <br />-1-0 <br />- <br />-0 <br />> <br />= <br />0 <br />- - <br />- <br />a) <br />0 <br />-4I.- <br />=3 <br />'VVIO <br />. <br />-j,ga- <br />L_ <br />(L) <br />L_ <br />CL <br />C <br />0 <br />,,, <br />t <br />(L) <br />0- <br />0 <br />L_ <br />0e, <br />" <br />% <br />= <br />co <br />­0 <br />01- <br />- <br />92. <br />. 9: <br />LA ,a <br />" <br />- <br />A <br />C4 <br />.& <br />-,.-, <br />W <br />U) <br />a) <br />-L- <br />r- <br />'� -10 <br />, <br />IV; <br />1 �,4 <br />. <br />�, <br />p- <br />(D <br />0 <br />-0 <br />- <br />0 <br />CO <br />- <br />, V; -%-j <br />- <br />� <br />�:_ <br />Ca <br />0 <br />-0 <br />-= <br />_a <br />�,-.!� - <br />21� <br />. 0) <br />�i <br />w <br />C: <br />0 <br />L_ <br />-0 <br />0 <br />a) <br />. <br />3: 'o <br />�,� <br />= <br />= <br />5_ <br />q <br />?;: <br />. 0) g <br />.0 <br />= <br />.:K <br />= <br />0 <br />LL <br />- <br />�P- C <br />w <br />C', C <br />1. <br />- <br />.z. <br />, <br />�. <br />co <br />- <br />co <br />= <br />".......... <br />co <br />� ., <br />to 1 <br />, " <br />." -9 <br />VVU) <br />.S, <br />- <br />; <br />30 <br />e- <br />= C= <br />to �_ <br />Z.0 <br />(n <br />a) <br />L_ <br />_&VVVVVVVV` <br />" <br />0- <br />�� <br />7 <br />w 0- <br />C: F_ <br />= <br />'n <br />Co <br />,2 <br />_10-0 <br />cl <br />m <br />- <br />0 <br />!VVV_ <br />= <br />CO <br />< <br />0- <br />0 <br />..0 <br />. .............. <br />I 01 <br />r- <br />I <br />� I .1 ­-LIC .. . .f- t� FLORIDA BUILDING CODE (High Volocify HurFicons Zom <br />* 1� NO. <br />� : <br />. z <br />44167 * a <br />. - <br />�_ ,LTnx, LIVE, <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />FP <br />1 . DRAN, W. <br />, <br />� <br />'�' SD <br />L �--' n <br />� <br />"o <br />%.4:.--,rt,rRj <br />--'15 �y - - - <br />* - <br />:*z -, <br />� - ,_ <br />- .. -111.1 -1-1 ­_�, <br />__ <br />It, - - <br />,.,- <br />- - <br />, - <br />IT <br />z _,�MFVO mt, - � <br />ITILLIT <br />GLOBAL PROTECTION PRODUCTS, I.I.C. <br />.wp S'. 5, S,w <br />OAV1_ n_ �I� <br />"/u/tm <br />DAM, - <br />Qs " <br />., <br />� <br />I - <br />� <br />TESTING J, EN41HICUUNKI Xr:g.1 <br />___ Ve.-m- <br />- 0. <br />.,-I- <br />MROWS� 04", 6%-75.81 Flo.. (-6-)Mo-M, <br />20-176 <br />'Z/ <br />'e� <br />" <br />00400 S, <br />- � <br />0'al-1-1 , <br />-PtImIrt .1 <br />ORNARVI, w. <br />' <br />'r-,'4 ------ = ------ WN� <br />- <br />- 1 - <br />- I . <br />INSTALLA-119N <br />DEIAIU.FOR REGULAR PANELSLI <br />A UA <br />INTO EXISTING WOOD STRUCTURES <br />. I <br />, <br />- <br />­­ e I- , , ;-- �­ ," _­- � - <br />, , si, I , <br />,�� �� 1� -",�,���11 <br />� ," <br />1 '­_ I I �'�'j L <br />r " lf�, , ,-- 11 PLUS 1'� i - , � <br />1, � - �� ,� " " " - - ", <br />" I I , - I 1 ,� -�, 0 ON11T; , , � <br />. , li, � t ­ - , <br />- . <br />_�_��r �j � � EXISTING WOOD HEADER , r-77 4�! ? , , EXISTING WOOD HLAvtL. <br />I I � I/ <br />� I � � "I - I 1, L, I � - 1, ,2 . q%, <br />11 �� ­1 i <br />I � �L �j, � , 1, I 1, � ii I / <br />il ­ - - '- I I L I "I <br />I � I '1�f , !�' - I __ ­­_ - <br />I I :, *_ � <br />11 Imp - � i -Iswo . va'� <br />I � I - � I #*� - , _A16 I I , ,� I -1. A " <br />1A i %� ! 1. <br />L � ,r t 1 NOVI Sw . I L I I EMERY snet, Ve <br />I i � I <br />0 '/'- O.0 - - t . I/. - <br />*111, <br />" 2' 1, � I <br />WOOD HEADER . L WOOD HEADER � � I . . 4, � I <br />� <br />REQUIRED - - . : 7... I L i - REWRED ----- 7-- 1, � W. ', L�� ; � � j <br />I � : � I . '. L , _ 0 <br />,_,_ _ . , I_ <br />- , . � 3 , ! <br />, , <br />- IL_ � � <br />1_­"`1 <br />- � <br />. r =I- . . I 5;lU I- �_ I :� I <br />LL1.%i_1____ ; I <br />I , <br />-,!- ­­---­­-­ <br />, I �j <br />, �__., <br />.111". I ;1 <br />, - 1, <br />1- 11, 1, <br />, , I - I <br />, <br />WOOD HEADER , <br />11 <br />REQUIRED . �w� AT <br />. I I � � �" <br />, <br />:1 , I . � I <br />I I I i r� <br />� �� no <br />.000 L <br />I <br />I of <br />� ' ' - <br />: 1 2' , � <br />I � <br />� <br />, � ;j <br />. I ; <br />� L . : <br />, <br />-, L <br />- � <br />. - <br />- �- � '­ <br />I <br />- <br />LL�L <br />I <br />E <br />j - CE`�'/'- i'"I"PlIP-111,71f <br />11 CASTING WOOD HFADER <br />I <br />i <br />- ----,- ____ <br />� ' � I <br />wAw : <br />- � �_ NUE. i <br />� OVOW $w . : <br />: t a '�`_ OCL : <br />I <br />: <br />� ; I � I <br />r : <br />; <br />� � (3) <br />: <br />� � I i <br />� <br />I <br />I . . <br />1 SEE SOOV"E Ot, : I <br />sIft, a - <br />I FOR VIR� 62 <br />� to � : I j L <br />- _-9. ,� <br />.-T."11"', <br />I . � I <br />� <br />i SOL SCHEDULE OR <br />- I , I <br />I <br />FOR, �. SEPARATOR : � i <br />TO GLASS. I I <br />I <br />I <br />I --- <br />- Im - <br />I <br />i TO <br />. <br />I : I <br />- i , : I <br />: . , I <br />. <br />' <br />E : � ' i M­ PANEL Lr H <br />,j.,.-mM . S� : (SEE NOTE 11 <br />i - I I I <br />I <br />i I - <br />,/.rl.x,.* 11 - I <br />0 fV40V 01VERLA*1 - i <br />f �' � <br />1": I <br />- I M­ PANEL LENGTH �� <br />i 1/,,-­�- S4 -'- I (SEE NOTE 1) I I le-,mprI, <br />I . S W/ 'le,, . , , I 1 i,s, ./ "w. . <br />1 3/ wtrc� wl f J�. j- 1 L - - I - - - <br />i o�� I 9 DUY WEIVIAP <br />I <br />- ,L; j ( <br />. 1. We. PAM LENGTH <br />+, ; 1 SEE NOTE 1) <br />� I <br />I <br />- -1 - -- - -, <br />� , ; <br />- , <br />� I <br />I - � J <br />-­ ­­_­-_-_- � <br />1 � <br />L___ -.---- _ " <br />I I <br />­ - � - , <br />I <br />, <br />_ __ I - I I <br />. <br />�_y­ <br />- ' I <br />L <br />I - ­ ­_ __ � ,� I -1 I <br />� ; <br />__ <br />-,------- __ - - I -1 <br />i : , I <br />� � I <br />r- ­ I I I - L- <br />I i . <br />� <br />­ ,�; ­_ . <br />I <br />! - � � � <br />� <br />I � : i I <br />I I 7 . i � <br />: , <br />I � 56X Om <br />1 1 or `L' I ': 'I OF -L- <br />I I ! AO <br />- I � �� 1 4,� - � i , 1j. I <br />1 ----4 I I I <br />� I ,� I � I : ' , I 716`� 122' <br />,�� if 11!�=41 1 I !, " - i � , I , _ <br />, I �==- �, � � F, ... ft � <br />- , � , <br />, � - PRM . I 6. 1 � "I - - I � i . HI ,/2. 0E. , <br />� , 11 I <br />I I , L , I K - � 'L� I <br />I. , L - - -1 1, - � _ - : �; __ - �" � - , , <br />- � __1 ,---� � -- ��!�f <br />Cc L, �, . I - - I i Ea. - , - - ___ - . <br />t _.. L. � !!!!I, t ,� -L--4--' �: ==j== <br />, � � - <br />. I I i , - I I <br />I I : Q4" WOO J`�T& �" I i­ <br />2*.4' WOOD PLATE I L 0 ' : <br />[ I . - , <br />RFOVIAED ­ I I - 11 RED � ; � 1; , : & <br />'I '� L- -, -- _- <br />L - <br />1, 1: � L 'I- ,:" '.,, - a ; <br />�s� .. <br />. I I '11 ,-&M/T� - , I I I , 1/4'0 LAG SCRM 0 <br />_ t � MID WIDTH OF KATE -, 1 : -11] . 9- O.C. STAGGEWO W/ <br />. � � L � , . I , , <br />, i �14 � <br />_ ­_,_��,. � -L - � I'L , L"i L ; =I 1/2* "It. <br />--I -, ­_ �. .- . - . � I -_ PENETRATION <br />DIRECT W10UNTING INU ION I AT MIDIVIVITH OF PL0E <br />I <br />1 <br />� i <br />I I " <br />� 10 <br />- . <br />I <br />____j <br />� - Ill <br />I ,_ - <br />i L ' L <br />EEL ,_ <br />I , I - _;� 4- <br />I - � . <br />1­ I Col, I - <br />I'll - I 'L� i I �,� ;� <br />L -- <br />� <br />11.4* WOOD � . <br />_PWIE - -, 1 . . <br />REQUIRED I '': <br />L . : � <br />. L I . I <br />L- I I I I <br />I I <br />I <br />- . <br />I � I <br />. I JL - ­ ". , - _'-�L .'' i - I <br />.. <br />I ? <br />r I <br />' � or *L, <br />; � '" � <br />r MAW � <br />� i _ (J� <br />I I <br />, I '!�M'; <br />.L _j <br />I �_ L S <br />1/1 I <br />f* -,r,lzvr <br />r��LLI-1/2_c-�' I ­ 1 <br />� <br />, /` <br />, ­� , .1 .",7r, � - <br />MIN, THREAM <br />- <br />PENETRATION At <br />U10mr," OF PLATE <br />_6#AAI <br />AMBNAIM-DA DIRECT M <br />SCALE 3/Z-I' <br />w G INSTALLATIM OIRECT <br />A IV <br />MOUNT <br />ATE W <br />INSTALUDON <br />I <br />ROM; <br />SCALE 1/6-11 <br />SCALE 3/8.;' <br />1, INSTALLATIONS VOR ALTERNATNU W 9W & IOW ONLY VALID FOR <br />91ALDINGS WITH �S,D, DESIGN LQAVOS UP 10 443,8. -48D P-1, AND <br />PANECS LENGTH UP TO 12 . -4' <br />FOR NEW WOOD FRAME CONSTRUL <br />21 'ITON'. WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2, W/ SPEC39C DENS It OF 0,55 OR EQUAL. <br />,,%IIIII 10401" <br />.L% J IA <br />­­!�t <br />- .. " <br />'. - <br />., EN .. <br />. . - <br />F LORIVA BUILDING CODE (Wjh Velocity Hur <br />Icon* Zan.) <br />NOTE FOR COMBINATION OF SECIMNS <br />TOP & BOTTOM MOUNTINGS CAef BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. ... <br />m - <br />I s <br />z ., No. * . <br />= � .*E <br />= * , : = 1­1 <br />, <br />� , ev E CC- �,_ <br />- "o - sl , I �,- , <br />* - <br />1, �0, - - PL ) RVD"'�: ip __,_� 2� - <br />'-' ' - _/ <br />.11""7 . <br />N; , ` <br />+t,S�w- '---,�. <br />- . <br />to= MTECOI iRI' <br />20 AGE GALVANIZED STEEL STORM PANEL <br />I <br />CTS, LLC- <br />0 INC 4M SVVL 51 STREFT <br />�mLn` "Cer-He * ERM.Uft-ma compont bVw_ 'L =I. <br />I _.. - . <br />wt,_ - - V� .. M#O-- "TIES-750, FAX (POI)IIII-LOO? <br />. U.", ­ ­ :i �. - 1­1 - <br />-ODDGII� , =� I - <br />_Tm A� TUS J,.. I.E. ; i - <br />I __ . `!V _f - I . I . , - I - <br />FP <br />Oftme, W. <br />Vn`/2*/I0n <br />bllr� - <br />20-176 <br />OVW,Nq� - <br />smarru . m I <br />a <br />4 <br />z <br />z <br />w <br />mi <br />_____ -_ _____ <br />QONGREIX ANCHORS ODNORETE ANCHORS, FOR CONCRETE ARCHERS: SEE SCHEDULE ON SHEET 14�__ <br />(SEE SCRISAILE (SEE SCmL`UE ON-" -, POR Waco SCREW On *4 SHEET T5 A1,111FIRNATt ALTERNATE <br />"--\ ��,,� " ,.I. 2. & Iw/15 1 . 1 LOCATIO), 1 AT LOCATION LATION !DETLIL-5 EOR FOR LIFE SAFE <br />SHEET '.) \ ,_e, _e -1 8 INSTAL <br />-,.) , K�� & <br />,�� / ,;;:;- 1 � I -A <br />\ I. "ki T ,*1/4� V4� W4. .3/4 OR 4/4 2 & lw,/15 Flo- : 3- M. � (Fh AT HO EL END PANEL <br />- - _j POVIRED co"CREM: 1�� J_ 0 1 2- ­t ­- I <br />­� - ��\ 5w . . . - 91_ EVER - A � - I <br />j (D-1 . .- - I - Ill." LAG SCRE" . V 0 C. */ Ihjj_0 EXISTINQ WQOD STRUCTURES <br />- 1-11141 -.%- � STUDS a 1­ - � - ----*-, ,_ 'C", <br />, i.250- "\ �:= I _____�� , i i f, � I THRrAm <br />I j= , ,� I A ,50 11=1_1. k � I I V I I I 1 1 6., -�.) i I �- =G <br />`� \ 1 ", __ .1-1- __ I 4 - I <br />ftwol) C"w"Fir \ 6 L ' I I tr, 11, 1 I ! 1 1 , -_ I I i I v H6& I j - - .1 <br />WOU'RED I I I I - I I - <br />I i I I I . . I � � � . <br />I I I -11 i,`8- W, (CASE 13 I - .T� --.-- - . - - - , - � 1 -7 I -c " <br />, - J I . _; <br />I 1 i I Ill I I I y me, (CA% 0) , --- I 0 . <br />I I ��-- -- --I 41- T <br />�� I I L ! 1 61 I r 4 ;1; <br />I I . <br />I <br />\ i : f i i j �1 L, 1 J I I I i I I ; I , I ; I " a) <br />\, ,_�, I �74 i I I I Il I _\ I' Cn <br />I 11 i I + I - - _-1-1-JiLl I I - __ _4__J <br />I � ____ I rm i i - 1 1 1! . I I i pI <br />� I � � - ti I - I Id I I . - - -] - i 111 STUDS 0 EVERY - N 1, <br />� I � _-�, .1-1 -1 I OVERLAP 4_4-1- , I � . �Ii <br />I �� �­ Ti I [� � � I ] - - _[1 (12 1 I I I I i . <br />- i i I I F -I T j� r- T_ _T /2- Ox) -7 T -I I 1 - -A I <br />� 1 T __j 1 1 1 <br />� I ,--G 7 I �,-s - i U-1 I , - 11 I I � TO HMO PANEL I I I I i I I 1 I I a) <br />, 1 PARE0i I I , i I I— ­ -I I . <br />au� " I I � I I I � (�2) ! �; _� <br />, " . \ ,� � _� ! Eat- � I - <br />r-SEE SCHEDULE I � rsa 5.0HU 1 (Wmm PAmaj WORIOR 04EQ 1 I . I 1 1 i i � i i I : <br />SHEET I. SHEET 14 e ! <br />1. t � FOR LAI SEPARATION I I � I I I \ <br />W. SCRAFUTON I I V ! i ! I I 11 I , I I i I I (D C <br />IO C,ASS I � I TO GLASS R --"I-- -L 1! i I - � lift I I I I i I., I , I I I i t : - I <br />_r T I I , � , f-tt I k�ll N i i I - I t I I I \ I CO" _- - """"'a" <br />! 1i I , L _H__1 11 -11=1�Oc,,�� I <br />­ - O.C. 1 1 � __ m 1 1 _L, I I % ; - R - - <br />i I __ I - I E-111 - -1-1 - " EDI - , _1"_"""""`I1II w <br />IL - F - * I , I ,IV - -- Vasommam: =-I <br />I 1 <br />_A___i eVING WIT 0 VVEAVY A I , . I - �f_ _T I 0 1 � 1 \, � 1 i I <br />STUD 0 12 1/2 � EV.* I w � ED C , -4v- V ! -./., I I I/, I ; I!: � � --­-­P�- I <br />I �� i %! I I I I I I ! 1 I I �` I I I i -INTERIOR =mu El . ! \- INTERIOR PANEL \- END PANEL I ECI ,I <br />- <br />I - I ! , I �N 'I EE #t � SCHEM #1 ,� I 1 --�_l � i - - rl -11, _L,; - � J . <br />- I I t I / SCHE& I., � . .- !I! axa. �� i � HIE"m i . <br />I i �� I I I V I I ­/ - 3' - FOR W- - MR Me., a- ,,-' -3. ­ 'L � � 1 I <br />It T/5 a ,A - -1 I 1_ I I . 1-1-1, T � <br />(SEE 01A, tll� � , I TO ,i-,-.,-/7,r,-v, I - i i L - f__ - - - OR AMC" ANCHOR L I OR @1 ---/ -;­ 112 FEET 3* -i ADQUIVED <br />v ll ,,a 'i il- t_t I I 1, �- , @ � <br />� ,� (T/, �t� l e 1 #2 MR I i I =3 m <br />I a (- %. � 11 I., - - I -111-1.11 I - - - - ' L- - .1 I OR I_AR_-CT MOUNT SPACON10 SPACING M� ANCRIOR MAI ANCHOR � I I <br />I ­� i - F I , - 11-31 W-1 - - __ - I SPACING SPACINO <br />I I 1 1 1 __V_5' ml­- WIT I ro, I L > <br />0 <br />- ......... I '. .am tf_q&P <br />w I ! ! I I I 1 1 QUAIL 1 -, WA QUAIL AOUNTING INISTAI TION (APPUCAM TQ SCHEMILE-Z � - _Ij� RE"a) <br />; , " �. - I I � L I I 1 1 1 1 k�j - - . �----__* - I. '"" - L- <br />I r I *Ff I ' <br />4 1 1 9 n ,i� I _t I I I t A <br />� 1 � I I ",*� I F _L=:::!�-_-_--,V-- 9 <br />A END PAN <br />� �� � I i I I (SCEr /71 1 - 0 <br />��, � I I AV StAia 3/ir - I. <br />�,�% d I -1 I � i f I fl 1 <br />77 " �' � I I , � J,/ ') i - L t � I I -+i- , . (an S 1114 smr-- 31le 4 wl.' MR, � <br />sT LOCATION ;�2q <br />I <br />� �� i I (T I i . 011 I I 1 1 I I I At OVO PAWLS) INQ (R.s.f.) AND MAXIMUM A.S.D. DMON PRESSURE RATING Wad.) AND ORRESEONDW t 1 - ­ "' __ � RNATIVE I AUTERNATIVE CL <br />I I 9 I T. 11T MAXIMUM A.S.D. Limi i ,4 '1____tI/.,.I* MACHINE <br />, � j ", I � ' I , I I <br />POLVROD COHCRETEJ � � I I � I . i I -1 - I') / . ./ . <br />'A CONCRETE 1. .� 1 11 i i I I LE AT& FOR 1 'T. ,7 'n, OC <br />,. � i I � Oct. 1/,4) <br />_ <br />I . ; I .. _ I &,/, MAXIMUM PANEL LEN9TH V. SCHEIDUL i mi;i tsi� <br />9LOOK � � I i..,' IL4 I 1 �i 1 I . - ORRESPON9ING MAXIMUM AN I I � _111�_ o- <br />I - � I f I � - __ - I, INUALIATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES Z2RULDh_w9Aa_11L � 9 I i <br />REWWD f " �, I �, 2A14, 3/4 OR 4/4 . 2 & �W/15 7j; 2 & IW/15 jaELiQmU_ON1x_x_1z,1LPbLL,1�A_ FOR LIFE SATIETY STORM ML 14- <br />1111111 � .... V � I , i 1 Ii L*A OV Ewl I i I I w <br />� I I . � I 'HOOLU, I I I <br />[ - _cVVV I - PA SEE oW " <br />n LERe-, .... I � <br />11 . . . . . . �r, 1 1 : j I ALTERNATE LOCATION , I, I I - I < <br />f i - : i IQLA - -liz.. � ) - I ;-;:� ON , 1, " <br />I � � 1 : � I -I ON LIFE SAFETY PANEL 1- icumma-t-l---a�mu-w6u-m%w-=Nwmhg, _wmk_v_� - C.-f --I I To = i - I . 1 <br />� i AREA W/hO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBELOW) , SOVAMTKIR 1 ­_ I -6-0 <br />L-A i - - -- - i.e REGULAR PANELS W1 OR --- SAFETY PANEL - � "IL IAPCON OF 70-GRP CAUF­IR FAIVELMAIE FO.11 0 PMV% APPLKIMPLE TO �. _nk I r� I � __ LED GLISS .1 I ,__ - <br />I a I 'OR 01- . 1� I -I <br />jv�__! L� .- - , I I I r *.- ED! 1 0 <br />W/O REGULAR TRACKS (SEE NOTE I - __ - DESIGN SEcnONs f a MAYVMUN P041, r � ED , ; <br />��� <br />_". , , -�, e��:-� CONCRETE G,,,M,CONCV I Ear __ I I <br />,., - ", ! I ---- <br />�, , - - - �, '. � � � CURICRIETE COW EYE CONCRETE _m I I - � 1-: � .*.� a = <br />- , . SHALL BLOCK SLOCY at= BLOCK SEE SHEET 15 FOR ANCHORS M & SPACING MR flaTIKLAWNS ROD WOOD FRAME BULGING, I-- <br />'- I - ­_­,'�"_­�, 1'1_1:.��,,­,� 'a To I to - To I I 10 � , Comaw" LENGTH ,,, (k) I - I <br />_R, COMICRE OF THEM � <br />__ I . � .1 I LIFE SAFETY PANEL OPENINGAS -El __ _� T i 2�, � 1 OR I . <br />- - <br />CWRETE AACH ." /I _< , ". , BELOW, * LAST PANEL &LP RE INSTALLED I POOmw TO I� <br />ISE scmEwu oH I I/ - I 11 EDGE 1_1 SLAR , ALWAYS D FLATIM f_­ - niv ___ M"N" ANCHOR SPV`CMS AND MINIMUM MM INSTANCE ARE MPATED OR IHIS SCHEDULE. FOR I ! - - - I (1) <br />11 <br />S-EE7 1 -) PO,,Rm CoRCRm_ �� � 11 OPTION J1 FOR LIFE SAFM TORM K PIL M E U NOENDED 6. ED LESS � OVIDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIRLIIHO SPACING I I � EQj I - I m &�Vl CO I I I � -0 <br />W CO.O.) TO FAC PMSTOA A%NREMFI HANDLE G* N/A N/A N/A N 5* A 6' 1 h/A I AV 2 (TOP) . Iwi , -� - -- - �� <br />- "I. REQUIRED / , s To or VITIATE a' 9- I - ,t/ i I 1� C: <br />. __ Eaf � <br />I PANELU & OA OF STRUCTURE 7- 9 91 I a- _000ED V �1_ __ - 1. I I __ - _�� � ", <br />Cc, INSTALLED OR REMOVED FROM IN&DE <br />_.ErE ANCHORS I -t­ +55,D. -72,0 -9- a. 9. '. I (BOTTOM) . - - LESS SH640I ON SCHMULE By THE FOLLOWING FACTORS� FOR THIS OPERATION 70 OE POS90LE <br />Ism scHmme ,-A RE , AGING OBTAINED USING FACTOR VOLL NOT OF LESS THAN LINIMU4 SPACING . I . � <br />'. I"DICATED FOR EACH ANCHOR TYPE Al'ANCHORS LECORK). � I 1, i .am PLATE <br />I <br />SHEET'.) I. - IF ELEVATI911 N/A N/A N/A S' I N/A 6' N/A 5" I N/A I 6, 2 (TOP) 5._W To ?,_S_ `H - I 11 11 . 0 <br />�55D -72D - � . " ­­ - f � I I � , i RECURRED <br />WALI, MOUUNO NUALWIM NAI INTING INSTALLATIO, SCALE 3/32--i- 9. --- - 1. i/A-o I/.-. L_ <br />5� g�, 1, . i I � <br />S. 9. I 7 '12- ;r I (BOTTOM) I AMC" TVPf -?,To - _L� ..-Y117V - f - I - I' I - ,, WOOD PLATE I , � i <br />__ � '. meemmor mamcm, - ,,,, - � � �_ i i 11 I - , ___.iI_. �� - - REQUAROD - <br />- <br />I/.* @ @-� * D --v - _�J_ -7/A N/A 6' 1 N/A O' N/A ! N/A I & 2 (TOP) 111 - 1"C'N ,, `M`_w FTMAU� 0 1 � � I � ) I V ; <br />1 2 In ' . <br />oat� --3--t _3 � 15 <br />-y- �� __ -1 --- � -.T;- � I � I <br />" I— !, <br />, , � 1� <br />-1 _�,.z �Lll - Is-z - J� 0-� � L <br />1 7 __� 7 " ____\�', ... <br />I "`GAP_­jj7 4 9. a- - - - v 1 6- 1 morrom) ___ - - <br />- ,,�� - (� Q __ <br />=_sflc� scm-f- vit. = r - SECTION 2 SCALC� �/B* - I' � � QN, - - , ISS, 1 Ir . A .1 �, - . I I I .. w Ammat", SPIVOfm 4K) ,I T a a I � ______J _ - m 0- <br />NDJI��26ECL-=R"AN&.-$-,,�MR.,JNETALLAB�h- - - 11 lm,zx/ 2�,,Ae 3 � , <br />-7 - : <br />END PAI - -, " A;mt;k�_E.IAL - Fxmm I �� fl <br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) -71 t! , � 0 (1) <br />OR AS AIR INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN qELS)- rvl�' / . P.-S LOCATI mme - i-, L i r�, �t ' <br />RECLIA 8V r. . " ELS ��, .-Vx/ JWD"QUNLONMQ��-mu�m-A--E&---,I-I,T--! - - - - - - � - It!*- O-C� W1 1 1/2' m <br />LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADUACENT TO R PANELS IV 7-Imp... � REOLMOD � i <br />SEE Halt ') _., - - t,�eY _ . ___ _ ; '' I _"�"__ - , ___', - � , , I ., ­ ­­ ,�� MV, lt,== <br />- - I I *6 Q OR U) <br />�L <br />(w/ OR W/O REGULAR TRACKS.) - w FROM TOP OF "O ca. mm a s - �. - I 11. - __ -1 - . I � , - 1�_ " OZ * GIG OR <br />- - � I <br />SDI WE I (Sw a 5/0 -,* mm too a APP,1,18MLI - - - __ _ - - 1 1/2 �T%rTV,S`0`N` A" ICU <br />MAXIMUM A. ;44�> IT 181!1 I. - I - - .,. - ��.. __ - . I <br />2 LIFE =.E.TOR HE CONSISTS OF 0 039' GALVANIZED STEEL STORM PANEL AS SE00N 8-8 ac'm CAVIN __ MA"MUM 'A'11r� r - L. 0 /4-­20 PVvACmATE FINALE 0 OR ALTERNA11YE WOOD FRAME CONDIDONS & " <br />E 6PA L r - - PRESSURE M;�M CAIVA-IN ____.j&R LRY COMBINA1101 LENGTH %* (I tl� Iv,__ - . - I � - __ - - t , ­____ , ­1_14- PAINELMATE: PLUS 0 6' 0 *"I I 1�. WAVE- 3/r - I* <br />S14EU 2 0 DRAVV 6 J�� "'VIIIIIII101 � - <br />PER IF BE REMOVED OR INSTALLED FROM THE NSOE OF SCALE 3/32 -V I ILZI 3117' -- -_ 1IRMADED PEVETRAPON To' .� <br />THIS PANEL ALLOWS ITSE To .!= �EOVI.I CONCRETE CONCRETE _WJ&Z� OF THEM 0" ?, N T "'n 1 j PLATE Rom SHUTTER"RIVEASNOMSIXTAPH'EfIcLmen, m <br />__ P919RELE , <br />, _ . __ , - - - - -- - " <br />.49.2 -61.5 4 7/2' 4 1/2- 2 (BOTTOM) 7 . , - <br />STRUCTURE. 1. 3. -6 OR LESS 4m'_�.­ / "�. ",4111144#44" <br />. <br />� <br />- "LOWITIHON", - - - - � 'V\tEtlj�`j WALL MOUNTING INSTALLATIO % <br />-3- IJFEC=4TkgARE0ARES TOP TRACK TO BE COMPONENT 0 At BO.,OM TRACY, TO 1% 452.8 -66,0 3' 1 '. 4 . 4 . 2 (BOTTOM) 7'-6' OR LM ,, , .. .. \ , TIQlt w%. <br />BE 5 SHEET 2 OF THI DRAWING. 111� ,�'N' JQ17%. Uj <br />9 011�� - - � ; 3 1/2' 2 (BOTTOM) 7-6- OR LESS -Z ., .. 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ISO,$. -12,0 PW AND, FAMEVS UNOTH UP TO #'-a' , - - - ' \ <br />, , 11LIECOINIC I � ItLIECO '�, � <br />5 SEE OETAIL-S rGR INSTALLATION INTO WOOD FRAME BUILDANGS Of, SHFX, 15. � ovkw � ______ 1 4m $�*. 51 slovil "I _._ -1- � .`c ot_ - - - - 11LIECOme N PRODUCTS, I.I.C. DIM. <br />- - <br />"I "'"' ALa,W1.411 *g=%O 1�110VAVOY or 045 OR EQUAL IOVI�=VCVHRG <br />IE 5 SHEET 4 FOR MAIL APPULCABIE TO THE NECMFY FOR THE INSTALLATION OF _ aRG � a`Vv- � =11 <br />4,14 . 1. . - tsb4)MING-7545, Fa. (054)MIR-sm . . '. . .. (".).0-1501 00C (60.)"o-my <br />'1� %; �. � - 0 vlll� ll 4-- _W= , , I � / - "11111'1111SII�I 1'�-�* 11/1 . Z�PAKY < <br />v 'T "I'Sn"R. A, ORRI-ERING ca HIT V.m I sm',I I D-ff� FL W31. PIPE ft. IL W/ SPECIFIC oNsTry to <br />Et �',,6s.i ­­�� L. _­ - - ; -176 ,;vl; P- <br />",f,y§ &�,�� � - It. 1. ,".*-. (va,)w-75�s� to: low;Iest-on, 20-176 20 2D-176 <br />SPACERS AT TRACKS INSTALLED ADJACFNT AND BEYOND TO STUCCO/WOOD BANDS. 01,1000 lim - CA-0006n. - - - - _t - 1-..m DRARYet, . .� 11 - I P")­_`,M,, I - , . At I tw 071-1- 1. � (Am -.1 <br />Pe. S(AL/`SVWMPJK,1tAR .4,111I A. E - w PX_ Sm/51"tuft/unr ck-weal'o - _2t"_111_ _____,_.__ �-V,DNHR OYMRHII �. <br />__ 5,1 n. i - I- - I - 1­1 - I - <br />, I P f SEAL/%KRMnwjcLrE, I i GIV, ITA4 i - I - �� _j <br />,, ---------- <br />4, I, - - SHEET 1.1 cer n I I - : -­ GE - -.1 -.1 _� <br />,j �,," I I � <br />- I - _­ _­ ­.­ I - I __ 'Aaft U2 * - _zl� L_ I a- <br />. . <br />SHEET NO. <br />SH 1.1 <br />____ - ___ __ ___ __ - ___ <br />- - <br />____T - I -1 i - fI I-IFF -17 -1-F-I __ I I I ! I I I I I 1 I I I, I A A 4. Ill I � I I M 11�1 L,:V, 1, I 11 I 1,1 I I I - I I r- -T-1- - - <br />