|
- 11 - ----.-I-- - - .-
<br />_... . - -, .1 - . .- - - _ AACRORS (SEE SECTIONS ON SHEETS 17, 18, 19 At 20)__ ___,.__.,_________ ___ ---
<br />� 3: MAX. W17. 4A/17. SA/la, 39/t7, 411/17, W B. r MAX I i LLATION MAU EOR 9ETION #2 E08 UEE SAFETY MORM PANEL SyjTEM
<br />I A , ,
<br />.7 mft * UW/19. 7AW/19 At &AW/2D GON/10, 7W/ 2 4.1608120 1, MIN.. INTO EXISTING POURED CONCHEIE OR ONCRETE BLOCK 51RUCTURES
<br />.
<br />L
<br />D.M..,U4)__ � - __ � I- 10-1 . I ,, - _ _ I_i_g* TAPCON ANCHORS � 4 PCON ANCHORS
<br />__ - - - I- - __ - ______ ---- __._________.,.____ _.___ ------,---,- _________ . i__ , ; "'. ___ __W AA`.TAJ jj:4" TAPOON ANCHORS
<br />C.0 GO ,
<br />i � 0 0 0 1 0 0 1 6 I 0 r GO' I ,
<br />. � I POURED CONCRM 111 , , i - �
<br />; � � L p POURED �
<br />- � , - ., I .0v=GmT_ ,,� I
<br />IF __ WrE, i N ;m I ,
<br />,
<br />- '. - -,-----, _- OR CONCRETE �� �; 11 � "I OR CONC: I I I I RMACRE11 3 : �.
<br />I 11_�_ SLOCk Rtat"RED BLOCK KWWD 1 a � BLOCK REQUIRED : I -2.1
<br />,
<br />� , � I F ,
<br />� I I I .r_---jT-------- - ------- I , C_ I r-C-1.1 - BLOCK REQUIRED I
<br />I � * � . I i /A- i � "I
<br />� i I I � I ! 1 `1 I � I i I � L�-, � 1/4� , 1,4' ; IL--�
<br />�� I I I : . � I ,
<br />I :, r- -1 M ,-I I i --Ai � ,
<br />-
<br />i i I � j ; I I r . I E , ; : I..",-- � I I vsl�_ � I I . __%_4!x`_ ' 11 I iL I
<br />!I I 1
<br />F, T _! � : I � ,&* I � J E.O. : A - I Us �
<br />I I � I 1 1 j I � � I � I 11 � I � I � r I
<br />� I I I ;; 4� �� I i � I � I f
<br />. I - L I I il i 11 � , I I 111 i I j I i , - I � : J I
<br />II � , , " - I � ' �
<br />I I . �11 __�,�_'� � . I
<br />i I � � i VAKLAA, � � 1 I � _� 1 "' ;411 11 I I IT L��L�
<br />0, � I I I I
<br />I ! i � � - L
<br />� . I 1 ; I I... - � , -
<br />I PAWL : 1 , : � . 11, . ; : IT, I I �! - - -
<br />:(DoR (D � L 1 a t ,, cu.R@ � 1 4 I � I_ " � 11�'�,
<br />� Ist .A. I I j : -W" IIIANEL ��i � I � I
<br />� � P-�m. � : � � . I I I T I A i I I i
<br />- � , I ; t ; : I 1 _= . ; �
<br />- I ... � p , __1 t______._____ � � . 1, , �; __ -, �I_ , __ ___ -1-1L. _ I ;,I I I - MROMPAM m , -(3 1 _0 Z , ; --a , WSOMMAs"m
<br />---,- - __ ___ ____ - ___t�. - � , on - �, I - I I
<br />1, .-------- __ � 1 m - I �
<br />__ � - - __. --- ___ __ - _________ =J% i � - f- A�mn F W"Put r Z=
<br />r- I - -- - �-- �-- , - "Ll 11 2 21
<br />, � ' , - -,-- ___ A I ver, fic : I I o'aalm ; i
<br />�;� ' �;:-�-,;,-.%-,-:iA � �; � .i_ - __ �__L,,�, � - Iow,j,
<br />� 'ji� 44 -4,;j. ,-7 1 �j PANEL LENOTH I
<br />I ,4v (SEE i : i �
<br />: ,j' 04 Nff WASHOR AT 'I SCHEDULE) � i j
<br />�� I I ! � i I I -1�,� , , I 0 It - I "O" ...
<br />_ r
<br />. , I I ,_11 � xsRAIAP � �L,: , I r Cyllll� i I "" ! � "I
<br />11 i � 7 I � : - ... -.1 . I I _ � , � � ; � I 4-Cf, I -1 A. � I -=-_� =19 It -m 1. - �
<br />1_� � I - ,� - T �- N, - I _ I -1 __ - . I I �11�xr --- 11 A�, - I -
<br />' _, - " , S, : I 119 - - . I " � � -
<br />F 1 � R � �l� 1, __ - - � ,I, �,_ -1r,11 11 . � I i 6
<br />, I I'- I., . � I 1, I I I I I �
<br />, ,
<br />: I I � m r , I I *
<br />� L I ; 1 - I . � ! " � �1 � , f � I _ i � ; � !
<br />� i , ,
<br />I i � I - � 1 � I . � i ; , I , i
<br />i i : I ,,�,� . I _ - � j A ; i � � 9
<br />" '6" 1 1 -11 I i 4 � �
<br />I
<br />! � I : ! .I I I'- I � A I A I I , . mq ; , I
<br />-
<br />I- I - 1, - � �- :,�_ : :- ! -_ - ; 1� p I i �
<br />t .� I 11 , i .- _� 'I _; - __ I - � . . I I � - - -:�, . I ,� - - � i 9 1� I
<br />- . -, c_.__ - , - - - 1 I I - , � 1- " � - I .. - , ,1
<br />�� I I � .
<br />, - � , - L_ i j - . I - � ''I'll, I I i . . b; - ',�� L, 4 -
<br />.. L
<br /> ------ !--.-. �._,___ ___., � __ L_L_.,___ ___� L 1, - 'I . : I � I �, ,� I ` , .1 I � " 1, bi � , ,-��=_
<br />, - I r -*
<br />,-A� --- �4 7�----ih � I I/
<br />1�, - 9TM.W,,, I ; � I i 19 *_1W 1�__ - - � __j : � m�,,o; , -,
<br />, I ,
<br />I I I , 0 - i- I I p_
<br />,
<br />,
<br />� I I . , � � � I -
<br />,
<br />,
<br />,
<br />,
<br />, � -
<br />� -
<br />� -
<br />� -
<br />� -
<br />� I I , - � W=
<br />I 01.1 - ; Nusm BOTTOM COMM 1`1 � � : `4 LAj[ j. I � � �, 4 � I
<br />I� - -1 - -_ I . __ _ _ . f I I I'll I- 1. -_ I � I I � I_ � ..
<br />. I � I ;Im�. 9 .1
<br />r
<br />0
<br />,
<br />�i , -
<br />..1@O*__I Z4 1 -,g'_,-_-__ -714 --- I- � I i ��_ :_ _hv - -
<br />i I T_____ - I . , -
<br />� i -1 i A � i I ; r - ,
<br />1- /~-' �, - , . � � I i
<br />_;AX_ AA/17.54 13, . I � A � I I I � i ! 4-
<br />1 61WI7. HIL .ft'vau"691" RAW, - . I I � ,
<br />-X 'k tz�!�, ��17�1m/n% 3 NMI i A I - i ; I
<br />11 I..", is "W/20 QMRIOR 9 & WW/20 I" mlm.� I - I I 1 1 a � � ; I
<br />-
<br />�-- --- - ------ - - - - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)---__ - _. - 11-11-- ---- -- I - -.I ,"""'T", , I I ,�,� :��T;,��;l � a- � ":, 77 � I
<br />ll,, � I - - " ,��,,�,�%�,�4, 7 "'" ,
<br />,
<br />- - �� � "I I - � � 1 777 - �,+,11111111�...",�,%',,'
<br />, � .
<br />� ...
<br />, -
<br />A zl,
<br />6 , E DA ;�, I � . I
<br />., A I � (31 � � ,
<br />: . 11 I I
<br />OP110N #2 FOR LIFE 5AFEETY STORM PANELC-I) ELEYATIO I E 11 ; � : r � F O.- 11"
<br />I � I -fD
<br />".
<br />I/."- OAP ]_� I � I ;: �� : I I'll
<br />�� - � ! � I �_ , � � I , �
<br />-
<br />SCALE SlIV-1- .c_ "' '�_ � ---� 1
<br />4:: ; L , �'-, -
<br />�, ,� ; I, A -_ -
<br />F :4 P,�_ � �. i I '_ t__! , - _,____1j : 1/21c� I � .. "!i�E
<br />- � ; 4 4-2W _' N_S W` - I
<br />,g T I : I,-- --f, ,- - ,
<br />"- --- � le k=- , '__�/;s.3/V`WSm NUT WASHER I- �
<br />;y - - ",
<br />� I ,_ . 'I'm I I, �
<br />-, WING NUT "" - " 0 12 1/2' 01� � I -
<br />ro /32 , �
<br />67 WAI.3
<br />'48'. " Vjr 1� LER i � I
<br />� -?-' "N SHIER 0 12 1/2* 04 1 ," (BEYOND) : - " �
<br />; !
<br />� � I � 1 I �
<br />- TAffON ANCHORS TAP�0.4t,Allel*" , - 1/4- TAPWN mesoss I
<br />- ___1 jv! ----_r.' , -- /.- O.0
<br />=4 1 41/2 O.0 : a 4 A � -_
<br />� ��� � I I
<br />0 0 r* 1-1 If, M _�,
<br />Immi -
<br />��
<br />11y, &X4 IUW WWWA UM **I W Z E;W"*1AN:9!?.M Pk RNFIMMIK"',
<br />rVIiiIIIIiIIIIIIIIIIIiIIIIIIIIiiiiiiiiII
<br />K#1:4zi:k-l;k�i;toljzLtm�.Ti-liv�L4l,,,=zm3LM"zLell';Mgwmll!- III) I
<br />!i#j;I:q)11j__
<br />MAXIMUM A.S 01
<br />Mox. PANEL LENGTH
<br />I
<br />I � -
<br />MINIM I
<br />UM SEPARATION PANEL
<br />DESIGN PRESSLIRE
<br />L (ft.)
<br />i
<br />i
<br />RATING (p.s.f.)
<br />(SEE SEC-PONS)
<br />TO GLASS I CONDITION
<br />+55.0, -72.0
<br />8'-8"
<br />-
<br />1 2 3/4- 1 UNBOLTED
<br />4' TAPCON A1.011M
<br />9, or.
<br />I
<br />4 i � cow
<br />I I
<br />; 1 __g
<br />- � 1 I;;
<br />: i -
<br />� I
<br />.
<br />I j
<br />�
<br />I I
<br />� ' -1 t
<br />J ' � L , ��L
<br />- - � I �A
<br />I � � � I .�
<br />LL ; ; A 6 fa
<br />f I I I
<br />4 � r 19
<br />"
<br />L
<br />, �, .1
<br />: ,
<br />: I -
<br />L
<br />I
<br />�_ ____ __ I 9
<br />I . I
<br />I .
<br />� ; .
<br />I
<br />11 �,T__� _ � �
<br />-,- - i
<br />I � .
<br />I ! �
<br />! ; . �
<br />I I I tr
<br />I - C� I �:
<br />I � -
<br />� ! z
<br />" , I :
<br />I I
<br />.. � !
<br />- - --.--I----!
<br />- 144'!-2��14'&S. M,& W/
<br />/B,.3 WING NUT WAPIER
<br />. -
<br />WAOQMEO W/ STUD)
<br />�
<br />,
<br />: 0 4 Ilk- 04
<br />�- ."'M CeNCRETE
<br />" L .900to CONCRETE
<br />__POUPED CONCRETE
<br />i COWJOTTE
<br />OR OONORETE BLOCK
<br />OR C014CRM &,OCK
<br />AIR CIDNCRCTr BLOCK
<br />.-POURED
<br />OR CONCRETE KAXX
<br />REQUIRED
<br />WALL MQUKIM INSTALIATtON
<br />3A
<br />REQUIRED
<br />_ ]ING INSTA ION
<br />REOLORED
<br />WALL MOUNnNG INSTALLATION
<br />REOVINED
<br />WAL_ MOUMM I LLATION
<br />WA
<br />a;=
<br />, -
<br />9-SEQUIMAR-PAM
<br />SCALE 3/5'.1"
<br />M&IM-M
<br />0 UEE SAMY PAM
<br />SCALE 3/8'-I'
<br />0 M:&EL
<br />SCALE 3/8*-i .
<br />0 A�NE
<br />SCALE 3/r.1,
<br />-_
<br />I W7
<br />SIX 94M 19 a 20 'MR moos TYPE &
<br />mom TYPE
<br />-I/
<br />SPACING FOR INSTAUATROMS INTO MOO
<br />__
<br />- Ammm W*CM2�)
<br />-
<br />ROM 1101.01111�
<br />MWOMW ANDIM SPA.0" AN M
<br />IT VWWU
<br />COAX OMMAM ARE ITAWATO) ON AIRS
<br />_;�
<br />n;
<br />WHCO= FOP ED , USS PAN INW.A= ON
<br />X
<br />-
<br />,I
<br />a
<br />SOCOULE RmI MOM" PAM By
<br />MULTIPLYWO SPACING, SHOWN ON SCHOX"
<br />AmK " mm mmm
<br />-
<br />-
<br />.
<br />ft"
<br />BY THE muchoma fACRISS. MR THIS
<br />OPCIIA-TION TO BE POBSIOUL ROOM
<br />. ___ - __ I �0' - - - ,
<br />- - _'
<br />- 41%
<br />-
<br />SPACING OBTAINED LIM FACTOR SHALL NOT
<br />yr
<br />-
<br />K LESS THAN MR&AAAM SPACM INIRIATM
<br />MR EACH MOM TYPE ON THIS sc�Kvutx
<br />______ _! .
<br />- _ ___ _r - - __ -
<br />I
<br />_�_
<br />,- - ��
<br />_____
<br />t
<br />I
<br />- A',
<br />- -1
<br />pe"RED ft-m
<br />OR INOW IsLmic
<br />ROOVARED I
<br />.
<br />INSTALLATION DETAILS EOR OPIION-#2 FOR UEE SAFETY STORM PANEL SY5TEM
<br />INT_Q EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />__ 4" TAPCON ANCHORS 1,(4' TAPOON ANCHORS
<br />_:�O, Ole. � 1 _�6 O. Ole.
<br />" i
<br />, POU I I ,��, 11
<br />� 8"' GOV91. ,'Z
<br />"I OR CON.
<br />REQUIRED � I --,
<br />1/4' . N, 1!/4'
<br />1
<br />Amcm , __ -, - A I I � I - - -'L - _.- - --,I
<br />Em. %, :
<br />11 I
<br />� i1113 n_ ,� , ! !
<br />.
<br />.
<br />�z
<br />It
<br />Ad 9
<br />i
<br />A
<br />4A
<br />;-_
<br />I
<br />.
<br />I
<br />I
<br />I
<br />�
<br />I
<br />�'� . ,
<br />. �
<br />-,
<br />ED.- 1�� r .
<br />� , , I
<br />,��.
<br />,
<br />��� I �� _.. I I
<br />,
<br />, .
<br />",
<br />,
<br />i � , � i I
<br />,
<br />�
<br />,
<br />" �
<br />, 0 1
<br />�
<br />,
<br />, ,,� I
<br />I I` , I I , - , -T
<br />I � �
<br />� ; "
<br />'�`
<br />: � I �1, 11* 10'. FANELMATE PLUS *Fj
<br />: �___
<br />j 18'0 . 3/32* WING NUT WASHER
<br />i 0 8 t/4- Oz.
<br />;
<br />� -7
<br />REQUIRED
<br />WALj_ MOUNTING LLATION
<br />50101 VAA A
<br />0 MI&L"Im
<br />SCALE "/,-,.
<br />SIX SNECT 19 & 20 PARAW-sm TYPE *
<br />SPACIMS. FOR INSDUATIONS INTO WIXAD
<br />ANOW TIVIME
<br />I ,le* ,
<br />"�.-w
<br />11
<br />-I"62ft-
<br />.
<br />Io,, mom AoMmom ('0
<br />A
<br />I
<br />FRAW ALAAAAAR"
<br />MINIMUM UM
<br />CM =ARE`=7r0=
<br />- on) �
<br />'sXP-- I' �___
<br />�
<br />__ 3
<br />3
<br />SCAMOLtE TOR " LIM TKAN AMICATM ON
<br />SCHURAILE REDUCE ANCHOR 9%3IW W
<br />OMMYNO SPACING SAIOWN OK SC413)IA.1
<br />ma,� , c.� S.I.. OKI
<br />�
<br />3 'r.
<br />Ammi. zu iiii oviow
<br />FACM
<br />BY YHE FOA001NO FACTI)IM FOR THe
<br />OPMaDN TO K P0556,14 RM=
<br />- - __, vr_ _
<br />_m
<br />- -1 -
<br />-
<br />- I _-, - - -
<br />SPACING OQTAM LIVING FACTOR Sl� W
<br />BE Lm THAN VIRMUM SPAM WICATED
<br />MR CAN ANc4m riK am aIIS SCHEAI
<br />I - .--- __II, lin. -- -- _ , �
<br />_ � _ _ _�___ " __ -
<br />_ "-,.
<br />I'm
<br />I I -
<br />I
<br />-
<br />I
<br />loi,
<br />,--,--.
<br />t � I'T
<br />, .
<br />- I
<br />I
<br />:AAr Is"I'MINM .
<br />r sre,
<br />:
<br />1aT%_i_ - - __� ___
<br />- - "I I—
<br />I C
<br />A .
<br />i m�
<br />!,- -I-,
<br />. I
<br />____
<br />I -
<br />iI * - �
<br />"07 qA:RJW
<br />I___ -.,! .-,,--
<br />"
<br />1 - - ,,- --
<br />- --,,,,,: _ , �
<br />� 1, �
<br />I � I ;
<br />�
<br />I
<br />I
<br />� 1 �
<br />� ; __ a 6�
<br />1 1
<br />. I
<br />:
<br />�
<br />l �
<br />,
<br />-
<br />,�
<br />.,-E ',_, ;;; � 1
<br />, I .
<br />L ,
<br />, _"
<br />, , - -Ar -'
<br />. -
<br />I
<br />�_ � -
<br />"I '_1_4;._, r ,*:�.I!,=r. "I
<br />0 3
<br />(BEYOND)
<br />� POURED CONCRETE
<br />OR CONORETE BLOCK
<br />ACQUIRED
<br />IN7ING INSTALLATIO
<br />0 u I I
<br />SCALE 3/8--i-
<br />gm
<br />_60
<br />(1)
<br />(1)
<br />_c_-
<br />U)
<br />_0
<br />-m
<br />>
<br />(:L)
<br />r-
<br />-,-,
<br />0
<br />I
<br />(L)
<br />I_
<br />a)
<br />0
<br />L_
<br />CD_
<br />-Imma
<br />=
<br />_0
<br />2
<br />C)
<br />=
<br />ca.
<br />CU
<br />0
<br />-0
<br />0-
<br />.
<br />.&,..1...j
<br />0
<br />W
<br />-
<br />U)
<br />a)
<br />t=:
<br />C
<br />0
<br />-0
<br />0
<br />0
<br />-0
<br />ja
<br />=
<br />0
<br />C:)-
<br />-=
<br />a)
<br />=
<br />.O-
<br />U-
<br />-
<br />M
<br />0
<br />-0
<br />m
<br />M
<br />,.+-
<br />0
<br />CU
<br />>
<br />- Ln
<br />(D
<br />E
<br />"
<br />a)
<br />-1--i
<br />L_
<br />0
<br />0-
<br />.D
<br />.1--
<br />(n
<br />Cu
<br />,0
<br />,-.
<br />-6-0
<br />M
<br />ca.
<br />�
<br />-0
<br />=
<br />-
<br />Cf)
<br /><
<br />0!
<br />14
<br />z
<br />z
<br />W
<br />mi
<br />__ _ __ _ - ________
<br />-------
<br />I
<br />INSTALLATION DETAILS FOR QPIIQN #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLA11914-DEJAILa FOR QP!lgbl #2 FOR LIFE SAELU STORM PANEL SYSTEM, GENM& NM- VAUD E-7 H" ,SM PA41EL
<br />INTO EXIaTING W09Q $TRUCTURES . INTO EXISJIN9 WOOD SIRUCIURES � I E-2 RANG STORM PANEL SHOWN ON THS PRODUCT EVALUATION DOCUMENT (P-E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN a 1) WMMVM EMBEDMENT OF TAP ON ANCHORS AM PANELMAT,E FEMALE ID & I'AMIELMATE PUJS INTO CONCIRM
<br />I" � �.. I 1� I A L�T __1 1� - 7 ,, . 7- - .1. C 4VI3
<br />1
<br />- I1'____ - - F I -1 " I - _.- "._ - � � . I �� � , , I'l ACCORDANCE W1714 THE 1020 (7th EDITION) OF THE FLORIDA BUILDING CODE. OLD" SHAU SE 1 1/4'
<br />1 � � ,
<br />, -
<br />. ... �,� !
<br />I ; I ; I -fliT7 r-,�-,-,�----TIIT , , � --, - , "
<br />I ` i . I c . . � -- f� '� 1-1, - C=
<br />I , I - " " i I -TA:
<br />� �, �i� . 'I I:! ", , I � I - I "
<br />,.. . ____741� 1 �' �., _'_ : �� , I ,,,� � 1 . I 1� _" 11 �Ii �, , " I . " - - , iii DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 Or THE ARM MENVONED) CODE. 9.2) MINIMUM CUBMWENT OF 1-14*9 X 7/41' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRE -
<br />, ., -
<br />,., ,�'' P; WOOD HEAM I lil� - M�ADER � , I �,_ ��, � - ,�, � I I- �_' 1>�, �i, , , _ POR,A WIND SPEED AS REQUIRED W THE JURISDICTION WHERE THESE SHUATM WALL BE ANSTALLE NO 1MBICOMENT OATTAG ANY FINISH MATERIAL SHALL BE PERMITTED. "
<br />_REOUWD -1 - I'- : -W NE40M � '_ 11 ,� I I AASTNG
<br />, , ,
<br />I I k , " In -11
<br />�, , , , - I '� , . - 4 11 � v , I � 11 _ - - '-, �i " " i� "I I ,I�, FOPA OkRJDCP*NWrY FACTOR K;A_O1jO51 ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A 0 1/4 0-20 SS SIDEWALK DOLTS USED SHAU BE LONG ENOWN(SHOULD ANY nNtsil MATMIAL EXIST) To
<br />I - 11� , t , Q0RA5ADm EAV)
<br />, L 'i � v RED �11
<br />� "I X � � , ,,, ,`,.� I- , - I ,� , '111 - III fl , PRESSURE RATINGS IN "
<br />- 1, " I __.��, ��. T� 1�11 ___��, "I � , `��� , � , DESIGN OICATEO ON $HEETS 25 At 26. ENGAGE _V4' INTO ANCHADIRS.
<br />; , - � - I I J, j ill ,--
<br />- " % � I'- � 1/4-0 lt.F�ON a r O.Q, ,,,,� -- , , ,4, 6 Ole. I
<br />I � , 1 ! - 1� 1� I; � ,. I � I � , , I I \
<br />- , � W, I,. - IMREAM ,HREADED I ___ El"A.I/T . � I _ " I SHALL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS By muLTIPLYINC THEM BY 0.6 AN ORDER TO r, 3) IN CASE THAT PRECAST SIQNE� OR PRECAST COWRErE PANELS BE FOUND ON THE EXISTING WAU_ =
<br />.,�, 11---i - . A. 0 OC, 1,111. - ", , ,� IN OMER TO VERIFY HE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM OMMONED PER Asm 7-if
<br />,� I . 1�i e, li ,qli �, ,--.,.- MIN I ... �� ,� I ;- __ _�(/41*11;= 0 6' Ole, �
<br />I I I- '�' � �r �Z�70N AT �� I, ; " I � I I 11 ". � �� 1, � , � I , . I ��j . t-11 / 7 _=
<br />I � . , r �!] / PENEM71011 AT WOW I PEREPROWN AT WOOD �", � � I I - ENOUGH To
<br />-
<br />I . . ,� Ir HEADS 1�, 1 Im , HEADER I ,- I 1 � HEADER I . I .. HEADER -, �' � I t, HEADER ,,, �� � ,I , . . - TO COMPARE THESE W1 LANK. MM) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26 . ANCHORS SHAILL St LONG REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE yia�
<br />v I i� i I . - , I ,� I I
<br />� LL 1� I I I � I � , .,. � � I . SMALL BE AS MENTIONED IN B.1) AND IN 8.2), >_ 9-
<br />I . ,�i - . I ., � I . I
<br />. 11; . I I ,� - � -
<br />'L .Q W" � z: Lj � .de we � - .0 I , - .1 �, � I 1-1 , :z M901116 4 -_ I - I _= C=
<br />I � "12- � - ��,,' 3m*m � . , I 11MR4990 I I - . I 1 2' , 4. . .1 IN ORDU TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.M AS TESTED WERE NOT MR STRESSED, A 33% INCREASE -
<br />. , , 11/4- . 1 1/4' 1 1 i , I � - � . 4 T . . . . I ; !� � al;� f , 1. " .. 1/2- IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THER ANALYSIS FASTENERS SPACING To WODO HAS SEEN -CC I - -
<br />.1 ! I I' MQ-- _-, , I - , I " I r 7 1 � I UVERM1140 IN ACCORDANCE WITH NTO.S. 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF -THE ANCHOR'S W =
<br />� , , I OR I MI"!I", __1 I z � � I . I Llf = = m C..1 Q
<br />q I . . , I . I'll A ,� �'," A M,.-, '. -_ --- _
<br />, I . .1 . ,� i. " I I I -i - I
<br />,, I I . r ,� I - I I I � -i t �: , . � --- - - I � A I MONUFACTLOREq, -
<br />I I W'. i , I I : N I I I I I � , 1 i 2* ', WOW HEADER I I 1,14,` " Ai I . I WOOD HEADER ' , 2- ' I ' STORM PANEL'% ADEQUACY FOR IMPACT AND FRAME RESISTANCE HAS BEEN VERIFIED IN ACCORDAPICE WITIN SECTION 1626 OF -m = ><
<br />� k i I , Ann 1. i I - - , 7, - - � " , . - -4 ' � I .
<br />11, 'I ; I L - � . I , A/ � I REJURED � . � , I R111111 - - ; � THE ABOVE MENTIONED CODE AS P 0 FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTDCOM TAS-201, 11 n SA,AL1 RE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SH.UATS _; = LA_ Q
<br />- - . ..
<br />� ill I ! . . . ; � , I � I � I ; , . � , � F� I . � � I TAS-202 AND 1AS-203, TO BE ATTACH D TO INSURE PRO , PER ANCHORAGE., THIS 'SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE, OLM -
<br />11 � , I I. � -.1 - I : _12L. 1 OR WOOD FRAME BUILDINCS,
<br />_-4--.I,�L h I . -, ; %IT �� � - I : %. � - I I I ; ; �, � -1 M� ' .!2 m = -
<br />!___ , S. I : � "I ; , � 1 i � S, I t-- : I r__1 L �' � '' �
<br />� � M_ I , 1. � " , ;-.� ; LIP., � i 2. nos sYsTum w mN DESIGNED To Dc Dim= ON THE pLITSAGE or THE IDPENT4 ACCESSING tHE OPENING FROM THE W -= C'A _=
<br />- � ; ri;;il � I
<br />: : . a : � �u : ; i MOE W/O -THE 4U OF A LAWS OR UFI, THIS APPLICATION IS VALID WHEN INSTALLATION 15 (WENDED TO BE PERFORMED
<br />I ; , 0 11 1 1 . (D � ! ! 1� CD i , 0 FROM THE INSIONE OF STRUCTURE, 12L THE INSTALLATION CONTWTOR 15 TO SEk/WLK ALL SHUTTER COMPONENT CODES WHICH REIVIAIN IN CONTINUOUS �2 .2 �� 29
<br />: I ,ING - 5VARAMAP � � �� i � I � I . ,
<br />: TO OIAMI � 1 I I MIn. 191001NON ; 1 � I *I Wftnkam ; I CONTACT WITH THE Wilf" TO PREVENT WIND/RAAN INTRUSION CAULIK AND SCAL ShVT1S TRACK% ALL A14OUND FU1_ 1p� 2 4) ,
<br />I � IL, V S j- TL* i . cIAIx � � I � I to GUAa` . 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED fO BE LENGTH.
<br />PkW LSITIH W_ I ; � - (m =.a. A � ; I PERFORMED FROM THE INSIDE OF STRUCTURE. = = :E� Q�
<br />_L ORAT 50'swu " : ! : I Txrrw I - i I .- =
<br />PANEL LrKTH I I � ox SHW, 'a) 1 13 STORM PANEL INSTALIATION SHALL COMPLY WITH SPECS INDICATED AN PHiS 0 WING PLUS ILOINO u ZONING E_=
<br />: I i ! � -I. M I I � EXISTING r I I RIk ANY OU AN :. C;I . -C
<br />.
<br />EXISTIN m I � (SEX NOTE A BELOW) : , PAKE LLNGrN W, SVAMATKA, i (SEE NOTE I BELOW) i ' MILELENGTH I I CLASS __� i ! ,I 4. SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HOR90WAI, SLOSS STYLE WINDGK WHEN REGULATIONS PROVIDED Ety T4E JURISDICTION WHERE PERMIT IS APPLIED TO. = LjI .F, 3
<br />I .. . , � svAKRx_ � L 'L, M., � CA, - ..
<br />� .
<br />-� TO OA!;,, I , I (sM Ni�MNII.KLOW) EXI I - - z � j TSXA. I � � V M..
<br />- - �IAO`Amaxo : I i o" 7-", .1� ____1I To O-W : - eel_owl Is OWS I - --I-- I ! _.� PAR 3� Ana
<br />GLASS --- ; .1 im_ . - - ------ 1� ,,, , " � - - W -_ I I -- ,��i:�_ PANEL LENGTH 1�_ - :-3�
<br />i Ism SOHEIAAA I I I - - ____ -,-I-- 'I- GLASS A�m � - - tm SDAID'I'S I ! I PANEL LENGTH INSTALLATION r, ACQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCI E. 14 ATRIUM WINDOWS AND DOORS, We. E - Z HANG STORM PANEL SYSTEM� IS PAIM PEADW
<br />1, . '-2C.1- ; I tSU MOT 1 CIEWIN) _ - --- ' � -
<br />, 1-1, , I I am Ism 'a) . 1 1/4 --- - I , � z� ON !PW NO -_ _' � ism NOTE I BELOW) I -
<br />mmm' ts) ""*`11` , -1 I - - , I - , 1/4'.�-I; 1 ' A ,F6
<br />-
<br />-
<br />-
<br />� _..� I,---- - I � � ----- -------- - I � i 5. ALL ALUMINUM "USONS TO BE 6063-TB ALLQY AND TEMPICIL (UNLESS OTHERWISE NOTED) 15 (0) T441S PRODUCT EVALUATION DOCUMENT (P.Z_D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVADE qj _=
<br />-
<br />-
<br />; I , _1__ � I t S.S As S, W - , - --- - ... 11 S. � W� __
<br />; - I I
<br />I : T -S - I 11 � ; I I I 1- A I I ____ � ,
<br />�
<br />�
<br />I � i ?/a"- I � , ,_ ___ - ::. u 4)
<br />� I Wm MITI "I . 3%. � _* t-- 2i .E
<br />i , - - _1 : I'... , -1�1 - I I . � � ; I I , , i INFORMATION FOR A SITE SPECIFIC PROJECT: I- WHERE TW SITE CONDITIONS OLWTF FROM 'THE P-LO
<br />I., . , i- I 1. �- : A, RA
<br />� I—— - � ,�_- I " - ! WING HU, I _ --- 11-1, �
<br />-- -- - ,',`S"-� 'i, -.1 , _ _ " ;XN'.3/32' - I 6. ALL ALUMINUM SHCL7 METAL USED AT CLOSUPES SHALL HAVE =5-104 ALLOY, .- All I'-.- =
<br />L 1_::_,_, C',", __ - : ,,, I f� , , , __ 1. " ','7-., =� � - _�'A' - I Ir =_---___ __', . ��. ,_ " - - f - - , - , 11.. -y�� I _�. _-_-_ ��, __ A -,- _'_-_,�:�',�-�- -- -- - ; , T-1 � ----------- � - - " - - � ,� I 6* I (b) CON CTOR 10 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAUAT16N INCLUDING LIFE $Wvy OF �> =-, = := --
<br />� , I , - I i I I I-- _-1, Y 'k-
<br />� I � � , I �' I I , :� , - - 7. ALL SAM SHEET METAL PANELS SHALL -4AVE STRUCTURAL QUALITY STEEL. AM A-653 GRADL 50 Mim, WVANIZED STEEL THIS PRO04JCT OASM ON THIS REX, PROVIDED HE/SHII DOES NOT DEVIAn MOM THE CONDITIO LED 1011-10 'n m _0
<br />I � � . I �, � i I - __ I i je4-0 TAPCON 9�_j I i "j- I I I : � NS MT04 ON
<br />I � I I � I -_ . � 1 1 I � _�_] , i DES04ATION W/Py- 60.5 W (An" ROLUEO)� THIS DOCUMENT CONSTRUCTION SAFETY AT SffE 5 -THE CONTPACTOP'S TRESPONSITAILAry, = E
<br />� I � � I I . : , I I I ; ;
<br />I - - . i i I � I � I � I 01 I
<br />i i ,J,� - . ----,--- ,
<br />I 6LOITIA.I.Im'' /2'1 * ! !
<br />- - 7-7,; IT.- -, I I � I PENETRATION AT ,=.-L-__ �,, -,--. : i : � I I 8 ALL SCREWS TO BE S7AANLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (n) THIS PRODUCT LNA"Al" DOCUMENT VALL BE CONSIDERED INVALID if MCER � �E- 4z,
<br />�
<br />� I ' = � - -I I I - -_ � _j
<br />I I t - I -_ I— ____ � _ ( TIED
<br />f I � I � , �
<br />. I I MADWICTH OF PIATt� � � I - C.D
<br />i i I I � - _ ----.- - - �, _4 (3I 1 50018 W/ 50 Usi YIELD STRENGTH AND 90 kao TENSILE STRENGTH III SHALL COMPLY W/ FLORIDA. SUfLOINO CODE SECTION 2411.114 C�
<br />I - ,
<br />I : I � (d) SITE SPECIFIC PROJECTS SHALL BE PREPARE -
<br />I I - � 1 � I -D BY A FLORIDA REGISTERED CNGMEER OR ARCHITECT WHICH MUL
<br />- . 1 g - - � � - q, i - 1 , A I
<br />- I � 7 1 a. I ; A. BOLTS TO BE ASTM A-3a7 GALVANIZED STEEL, OR ATER 304 SERIES STAINLESS STEEL. Wr-,1 36 k. MINIMUM YIELD STRENGTH. BECOME THE ENOMEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RCSPON L PROPE.
<br />. 1. - - . . ! ; I a - i Or i I -D SIR E FOR THE R 1�7
<br />. . . I - I I 4 I I !_r i � USE OF THE P1 D� EW14EER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE PX.G ENGINEER, SHALL
<br />� I
<br />, I -.- . I I " I . ,_
<br />I 1;1 - a 1 1 1 1 I - __% ............... , . I 10. ANC14ORS TO WALL SKALL BE AS FOLLOWS; SUBMIT TO
<br />. , - -1 1�q � 1-1 : . ..-,-- u , , I 71:::��Ijj'�� � I � (A) Zq_uL1mK_EQuRu_s�
<br />6, - H - (3) P I ... . I . � I I I . I : I THIS TATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />.. 1 k L, . -
<br />11 ", IM . : (-) 'THIS PED. SHALL SCRAP THE DATE AND ORIGINAL SEAL AND SIGNATURE OF YKE PROFESSIONAL -ENGINEER Or
<br />,
<br />,
<br />,
<br />�
<br />1. -:, - , - - 'i, N 11 , I _� �, I I I , , _j; �
<br />i �� - -- :7088eI�= - I , I � I _ , I �
<br />I - -J EL, p i I Co. F_ I � I � I I I
<br />i " ,- T - I - I ,�, �, �1, � � . - �,/00 TAPCON ANCHORS AS MANUFACTURED SY JTW, CILIUM. INC. (Mft V-3192 p.%_i�) RECORD THAt PREPARED ff
<br />I "IL 1/4*#-;D);3/4*&S_ M,& */ _1 I � _'�_ t 113 77 I ,� O" - ,4. 0 X I/0' CALK-44 ANCHORS. AS 14ANUPACTURED BY DFWAIT INC, (MIN, 1'A:.,jOOO p..Q
<br />, cow, � I , � I I � :
<br />` � A � 1, ... 1. ,.�,� _�� : 111 � 16. .STORM PANEL MANUFACTUSER'S LABEL $14AU BE LOCATED ON A READILY VN13LE LOCATION AT STORM PANEL AN
<br />. � 1 � �, ��, ?ia't . 3/32' WING _ i p. - I AMN3 NOT " , jWz � � I - iIA-10 PANUMATE FEMkt 10 III PANEA,MATE PLUS ANCHORS, AIS ~PICTURED BY ELM CONSTIAUCTION PRODUM
<br />, .
<br />, I I I WA,WI;-,Z:; 0�r �,�, r i , ., I . SECTION I10sB.31 Of FLORIDA WLDR40 CCU, ONE AAM SHALL BE PLACED FOR EVERV OPENING,
<br />" ,I � � - I I � I WASHS (WYOND) � I (f'3MO a.jL) LABELING TO CCU" WITH SECTION 709 9.2 OF TISE FLORIDA BUILDING CODE.
<br />� - � � , - ; '71 ,� 1,
<br />CONT. .1 " - 1::;�2�1,,VIII*S.& 11-11. W1
<br />,
<br />��) Mtn I'' "L, .� , '1'�v '17I - ACCORDA14CE WFTH
<br />�"". �'-' *
<br />� I I "I - " ,
<br />WASHER a 12 TmIro'C' I ; � ��, MAY WAS40 (OCIONG) I", I I �,� � I "I I i I_ '��.; � �jj _'_r _1 A II. _:� , t� -,I-- ----- - A . _ , !
<br />: , le'# IAPCON 0 6- OC � I i � � � � I
<br />I j *# TAPOON 0 r oz �'l . _�, ". I � I I - �i I I
<br />_W4�5 TAPCIGN 0 6, o.c. i ., � j ��'11, r I
<br />�� _ ._ I , � - ig . I � �i� � .1 : , I I - 2- F P A
<br />- I -[,' A , , , '" EAOW 5 1 1 !I , 1 L' ,� A- t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL RE 1 3 4 AND ANEW TE
<br />A � T;,M � � : �1/6`* I, 3/32' WING NUT �7/8*0 . 3/32' WIND NUT / OR
<br />A */ SM) AWORED W/ STUD) , I � I'W WOOD PLATE - -, t I I :i R OT 6 1/4' D.C. _ _ � �� �� �� MASHER 0 UPEYINAIA)
<br />� ,,
<br />, , IN TiM210k - '' � " 1 �i ' A' Tu'ReIROTH ,,I 1 ,I 1, � REQUORED - :..,., - � � � , I WASHE VX4� WOOD PATE ,� .. , .- I FEMALE 10 & PANELMATE PLUS.
<br />P"2'. AT THREM)IIA ; "11 ? THREADO I � - � 7 __ ,, � I REGUARED
<br />11 a 140MUTH :1 .. :� � �_ _� . 7 . 1! _ .OFZI�E." ,,--- - .1 � , I
<br />I UVINIOTH 11 . .. I � I , I � I ". � ��
<br />1. . ,� _I_W As � I � � LLLLL !. 1, � I - CALK - INTO CON � 40 EMBEDMENT INTO
<br />� A PLATE � - pe T - I I ��
<br />,
<br />OF RATE ,,� of PLATE '] I 1 '. , f , :�� � I � A2) MINIMUM EMAIEDMEW OF 1/4't X 7/8 -IN ANCHORS SWU BE IS 7/6 CRETE
<br />� , _ - 014-10 PANELMATE FA - ,,, � � , I i . �
<br />,---.- - __ � � � ; ______ -1 i , �
<br />. I - ; I � � /A /i�� MATERIAL SHALL BE PERMITTED.
<br />"I'll,
<br />I
<br />-1 ______ _Zg,�,f= PLATE __ ___ - 9 6 114. OC_ W/ I 7/0 1 � 111�110/1t=/`A P ell, - I � � � :; ANY FINISH
<br />4 - - - _K4TIO PLATE ��� ...... i Is A - , 1/4- 0-20 SS STDEWAUK BOLTS USED SHALL BE LONG ENOLIGM(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE /4'
<br />WALL MOM WALL MOUNTING MMUMON MIN. 7 ... CAGED PSMATION � �,' � , , j MIN, ANTIC ,ADED � 3
<br />WALL MOUHM IWA WALL MOU ALTERNATDX 0 KAWAR PANEL AT MIDAMOTH Of PLATE � . : AT MIMOIN 'y LATE , I . � , 1� INTO ANCHORS. "010111014HAN
<br />I 1
<br />7
<br />SCALE 3/8-1, if- i_'�, , L -1--, _ --a � 1 _ A %
<br />NTING INSTALLATION _ 11i I � - A Tjj �
<br />LIATION I - I - J� si�--;_ �/;%
<br />mulifil "W 0 !JLEIVA�EL 1 I 111 A,3) AM CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR POSS OE FOUND ON THE EXISTING WALL OR . d"', �
<br />0 tff_'Z�EL SCALE Vg'-I' Im".0"'AM's- - ION FLOOR, ANCHORS SHALL HE LONG, ENOUGH TO REACM THE MATN' STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL - E - V, -1k
<br />SCANS 3/jr-1. "AM10100%, 0 AVA10MON"10 OLTERpt 15 BE AS MEWINED IN X I) AND IN A,2)� J V. 's4e -, -r -,
<br />SCALE 31$'�'" � 1. �
<br />I
<br />T I __ 6�,� 11 ...'. !L 4 6� 's". 2 LIEE SAEM f
<br />'' ,
<br />r I `_
<br />� I
<br />11 I
<br />f
<br />I .1 , I --- 44 i
<br />I /- I
<br />� H,,,,,,� , r
<br />,
<br />-
<br />I � L, - �_, , I - _0 -.1
<br />I
<br />,,, ��
<br />�
<br />, , - I I- L��I.�__L�I.. In, -,
<br />" I
<br />r= , ., 7,
<br />- ,
<br />-
<br />,1L , ,
<br />I
<br />__d_�_ , j . I
<br />I �
<br />11�� 1-
<br />'I A I >
<br />.
<br />,
<br />t
<br />I 1 4 1 I 4
<br />cl
<br />71-1
<br />I
<br />1
<br />77
<br />[
<br />I
<br />es ., . v -EANEI
<br />,10;1, M T I
<br />A,,�..-`.!I��91\ ,�� ,_ (0) *: No. 44167 t =
<br />9m. . '.. . SCALE Z/$'-I" . - SCALE 3/11'.1- 1QAA11 Na-CONCREDE-Ulk-1--ft" = . S
<br />If�..."'CENS'r, - � i� = .
<br />,o - . .
<br />1 INSTALLATIONS ARE CMY V440 MR BUILDINGS WITH A,So. DESIGN LOADS N)�'Of . '. 1� FLORIDA BUILDING CODE (High Velocity NUT cone Zone) � 1. FLORIDA BUILDING CODE ("Igh Velocity NUT cone Zone) 1/4* t TAPCON ANCHORS AS MANUFACTURED BY AIN, SUILDFX� IAAC� =-. - * .-m FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />' __ - �__ __ IT - I
<br />_ - ,
<br />UP TO .554. -7ZO PU AND PANEL'S LENGTH I- TO W-ir. 14�_,* PANO a=, m - -' 20 CAGE GALVANIZED STEEL STORM PANEL 1,14� io -, V -IwAA T`TTW or_
<br />_- .
<br />- : NO-4 20 GAGE GALVANIZED STEEL STORM PANEL FP z I No 44167 - 1 cam r-=O. W_ F.P. - I I X 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DEWILY INC (Cm.150a p.z.i.) * I. rp.
<br />I., I ow�_ W
<br />,
<br />2. FDR NEW WOW FRAN CONSTRUCTION: W= MEMBM 10 BE SOUTHERN 2 DAMON ft 1. 445-&LAMUS ARE ONLY VAUD FOR BUWXNGS WITH A�SG. DESIGN WADS =*' * r---� '. * j lz�___ ORAIR, ft - f 4-1 PAhTUsATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By CLOG CONSTRUCTION I ��_, , , P, 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />,
<br />,
<br />, I� . �
<br />� -
<br />PINE NO, 2. W/ SPECIFIC DENSITY Of 0.55 OR EQUAL, - * -� 41100 ". 61 STAW LIP To .58-5. -72.0 PST AND PAREL'S LENGTH UP TO W-11" .. Am . \ \ UWUAL W 5 . PRODUCTS (C-2071 p...!) � __ ------\ GLOBA -
<br />� . -jpj ot�-_- ' I . mun7-i- PROTECTION PRODUCTS, U.C. om ---. L PROTECTION PRODUCTS, I.I.C. "'HA"a""
<br />_f --- - 01/m/Immm, -
<br />". 0j- .� _.� -Tc- _pm- .- � - GLOBAL PROTECT �Tc 2, FOR EW WOOD FRAME COkSTRUCTOIL WOOD MEMBERS TO BE SOIJTHERN I- �:Opo.__- ORMW-1 , / IILIECOiom , Stem � TO- /rT1 LTECO,.- Imm
<br />- --- � * .. S 1 , �� �_ ION PRODUM, I.I.C. N - -
<br />*- Fu m /�__T�_�[�� DAME FL 33314 PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EDUAL , I-,- . .- -ANY "IM"rFl. U311 20-176 ., / t"WWEMN
<br />moAmI. Toe,I)mo-mb. Pon (Wwo-aAw 20-176 M. - MY MIN, HKM (�)SO-7w. rm� flAII)OW-11m - VMAM V�
<br />, ?� `�O IP&. .. -, IWIEV-�R%7_ '�_ M..,) kt4x ,;:I,= �.401 X�W F.7.4_1 ARAMr, 002-5 ON-41w 20-176
<br />'11111Z1!11!1 .... A 0401-o r. Sv41A;WW&,qATE VA-40047HI __ *.�_ i - mwo *k, � . I'll", CA-00ARVIIIA - . 1 moomw --I u. -f W . � I �4* In,
<br />n05�� .111, hi At ��,Z"e` I DRAI" ft Me - -I-
<br />- __==_=4 NO kW,,sR-v,-A;AAmAAr/,cA,r V, P. ml�_,�, _=-4 0II-00001. I-TAKAI ___IMmF_!!�N1
<br />'' Aserm, I. W a I - -_ 1W ALLAY OIE- _! !iil!1=1 :L -_ - vasawassi - .E.Q___.E W&T% � 10, P-11 I i -111.0.1 - - SAAR 2- 0 2.
<br />- =- & i: k. -! 14-1 MV. ! ; P# I— I � F I&# 1:
<br />� � ; 1, ��� ''t d � I � �� na!1V Lx, 114;A0 - __ ; -
<br />-
<br />_____
<br />RIES 20-00 & 1000 E-Z HANG STORM PAMELS
<br />i
<br />(SCALE 1/2-1 -)
<br />___ Z-"I* ____
<br />�
<br />____ � � _..__,_..___ , , - _ _ - 15AW (TOTAL VMTH)--- - -- - -__ - , ---_-_,_ _-__---_ ,- -2,250' � _2�591'- T-1
<br />__� L
<br />12,5130* I i
<br />- � --- - -- -- - - - - -, - (EFFECTIVE WIDTH) --- -- - - -- � - --- _1 - I - a - __ I [-2 250, 1 N&�'
<br />.
<br />� ; �_____ _11-- -5 1/4-- - - I I .
<br />- Jjpo'L� I - � I ;
<br />--ia�w -� --I=* - �, 'A'�rlml I
<br />I / � I I I g--" -4 �
<br />� - -1 1300' - _� i I
<br />, p " I I , 7�5 ' �
<br />�,2 44-
<br />F- I'Al- ' , e-_-, �, I 1<, � . 01, t � T;;, I
<br />MIN, Is" / 1 44' 33DO'
<br />I , , "�' �A
<br />� /I
<br />/1, i-., - � oNs HEMMED -11
<br />_ 1 � I I 2-bw*
<br />W,, I I 11 S"O' , ! -IF 11 211.
<br />- 2�57
<br />� Typ. ASTU -
<br />2GbO , , -4 ,-HIE �. CRADE 50 653 \ __ DETAIL �j - I �, I A
<br />; 4'/ _..EQ MINIMUM -
<br />i WOE G-, -
<br />� ALv. !�7 �
<br />� _IL�11
<br />/
<br />I AIL A z � �_ - I �
<br />�,
<br />------------ I - ----- I ------ -11, -,,I,-
<br />- I I � �' i 11 � , - � N, -
<br />11
<br />� --.7--- �
<br />, .-
<br />-1 21W -11 � '��5,.
<br />- -- ----------6,25O--- - -- - - ""' -tiw,
<br />'I, � ,*-.2�470---i
<br />F
<br />T WDAM-Em" -2.00- - - - A�
<br />T REVERSED 'h" TRACK (1) MARW__!M:�
<br />"
<br />_1__" I -
<br />11 , 1�' -
<br />N�*S -OND UP � "' - "I . --750'-
<br />W/ HEMMED ODGE. ,,,-� -11, I j I __ ,
<br />� i � =m,
<br />1> .2
<br />,,�,, **%3r 1_�51 �3 . F__ f
<br />.,,.,� *016a, 'a - �
<br />/,��.<, - -- : - ,� I I-- I
<br />1_��
<br />�7 ',,� - >��., �
<br />,��,Z�,_r f 2.1 sp, 1175"
<br />21W _Z�_=7�, ': _r,
<br />�," -1 �- 'k L f
<br />- ' I � � �
<br />//
<br />I1'E ,
<br />TAMED
<br />4 � __ - I �v
<br />, I 3.na* (_
<br />I
<br />/ " i
<br />,/- � I I
<br />I "�__,' I I
<br />. �
<br />ISOMETRIC VIDY, DETAIL 2.0oul i 2, O'. I
<br />ROUNDED CORNER 0 ENDS OF PANEL'S AZv ,L� I �
<br />I . I I I
<br />END UP W1 HEMMED EDGE ,
<br />": U_
<br />__�, I! .
<br />(N.T.5) i -, _'�_ I _. - I - - = . 125
<br />,
<br />I
<br />_2_aOG* _j (Z) - - ---5,uo------ .. _!
<br />(�) -r_1a= (�) mp a (�) 2*x5*(M -
<br />7,M.W,
<br />77 125' 6061-T6 AtUrn, ALLOY
<br />1
<br />1 1
<br />I-- -
<br />� -
<br />, I H to"HIN411 ........ �,,
<br />§ � �!Jll .
<br />I 0. e*� `f
<br />1i I 15 ,�,
<br />V, I J �.S, ttypl .�** \A6 " !e�
<br />I � / Ire 1_%
<br />�,
<br />� I I
<br />� T I -
<br />� - - NO.44167 %
<br />I.- t__ '. S
<br />-1 2 *:
<br />2 . - . , - FLORIDA BURLDING CODE (High Wela"etty NUT loans Zone)
<br />-I __ . , � - 4!
<br />.750 - - . .2020 num m r"
<br />11 1 TATE OF 20 GAGE GALVANIZED
<br />�*Q_ X
<br />i J�j .; - ____ STEEL STORM PANEL OAAR, fa,�
<br />3' max.. 1
<br />i� b;�.. A __ __
<br />le"'. 0810C
<br />_,,1�13- .4,.- w/=j2oANA
<br />- ,,� ,WL--_--_---c---�, ,
<br />_____ __ GLOBAL PROTECTION PRODUCTS, LIC,
<br />.-I,,.....,-
<br />'14, -, - DAM
<br />':
<br />0 3*`x3*(M*x.) ALUM. ANGLE T STOP BAR i NA . t# /� C MOAA IA.*. 5, AORW .
<br />L
<br />_A/�Z-_:-
<br />Y� 4
<br />, _',poi� D*IM4 R_ =I.
<br />1 I" LONG ,#III ,At,
<br />A j%:._"1aF1I=_ "Out, (sU)"�7 542, TAX, 20-176
<br />9360"ek-Alm
<br />6063-75 Alum. ALLOY 1
<br />CA-Wow's _.11 I - ORAWMAI ,W,
<br />__
<br />PA. sm,fAA*A;umA:4`1MTz *=k,!LO ",A P4 WAI 72 OF 26
<br />. 12 -
<br />I - I
<br />__
<br />Y/24 110 M Note 9 NIM
<br />jh..r S,ws V/24 * 4!/2 4 W/ OR (D - 0 -m (m "m 2 astoon '. I— 2'/24 10� V/24 * 1p fi;21- r@ (mX WIX. IM:RIAW)
<br />FOR W-=U ANCIOW SM I
<br />. E.C.'I _', I. . . 3
<br />- SCHEDULE a, I= WOOD so . - __ 66,I. - _= SCHEVA'LE ON �w . F .
<br />OF r- \ S=2AA, s4w 24 1, � �,' - !I Min,
<br />ser ,I
<br />b4z 1. -1 2 � .
<br />I ! r t.'" �IAAII 4
<br />�E z -
<br />__ -
<br />- - , - __ - A
<br />- ".
<br />Ale, _11.1 I I "I - _1"_____'_
<br />" ,
<br />r, 1 I,, n�TF I 11 M * T I I I, I I '7 11 77,foi, � �
<br />ill 1_1 - T111"T - I - TF1 1 , " 1 "IT. -
<br />I i I i I L .! ; 1, I L. I iL h I
<br />- 1-1 ,1_[j11_1,J.LL__ -1, I'! I- , 11 - ----- - --- ________ , ti � 11 ,t I I'l I
<br />al - I ,
<br />.
<br />_11 -r_--0,- ---- --- -- - -1- ____ - - ___ . 7�--r--l- I- ,T Ga Ai v - - I I I 1 to IT .L.
<br />(WIRIN F-KQ A -_ --' I
<br />PAMEL) 1 (MVIOR PANRA) I I . � PMRA.) j , (am mm) 1 '(6"Z� ( . ..... �A -r TfF",- -'--- f '(WiVRO4 P*41 I ! jEND PANEL)'
<br />Sm � i 1 1 1 1 1 I 1 I I I I I I ; � SR MATE 14 3. ,I BUD- SEE )TE 2. I A I: MOE 1 4 1 aI 1 I I i � I - ___
<br />� , -
<br />*1 ,
<br />- I . . I I I ; I , tl I I I , I 1 11 I
<br />- 7_�_ 6 A' i i i I I I . r
<br />! i i 11
<br />�1 41111
<br />'16-,_
<br />,<�7 t I 41"i-r-4, I I I', M � I
<br />t
<br />- i.i 4
<br />I ,uo t i-IfI� 1 �_--Q'A? : 1 i i . I I A 1, 1 (4-1 11 7 lk -
<br />I � I I 11 I
<br />'
<br />L I I I 1 I'l 1 11' 1!
<br />i � ' ' ;
<br />I, I .1
<br />f I , I , I I I � � T& PA46h -,q- - T I I 1 l 1 1 r t_r" ,.-;v �V- W/ ,
<br />i I
<br />I i i ! [ '
<br />�il I-L H ]], Ll � L-1] 1
<br />, I
<br />�
<br />I I y,'-",- OqWr,4,_ MZr W/ . - i L I x, -- I,
<br />, i I , , I L I 1_ - _1] - L,j r 1. IJI'LL, Imm. �
<br />" " - � I
<br />I I 1-1 I ,� I , A 0 _
<br />11] I I-L. I i'914- R
<br />�1*"
<br />1-1 I ,.,, _'I , _
<br />, I --I ,
<br />- - - I I _ miR 40 9 ILI r_j_1�`j-f_j I I-T'_ r T -1--i p I -r-T- 11 40, X 'L'
<br />I 1-11,111-1-IT I
<br />I I I __ "4 - , I I � - � 11 8
<br />, I I 'I H, F-11
<br />I I I IT, [I'll I � 1 - ,"IF I I A � I i I -I I I
<br />, , I I fj'T , I I lill 11 llfflTj� M
<br />I I if f T'l 1 111H il H � T I I j i I I 1 1
<br />1�fl I I I I I IT _44 ,_; : , � 1
<br />-4 1 J�
<br />j 11111111-11m, 4 i ��,, , I A� 99
<br />I-11'T 1, I., , !
<br />I I 1 i L I I I I z I .
<br />_11 I , A ;
<br />LIM 1.1 I , , ��,' I_ i
<br />_17__,�=
<br />. . _. ; i; -_ -_ I � -_
<br />----- - - :1::!�� tE �,�_
<br />* � ANCumm Cfyp,)
<br />L i_�_,�
<br />�__
<br />SEE NOTE 4 804W 3 __ ---
<br />f - I_,- mor Ir
<br />I 7- W_
<br />�_Z_ " CoNcIaTIE Amoom. Sm �. M&I BE LOCATED, �
<br />. I
<br />SWEDUM - =01111.160TION
<br />SIW 25 Ir .
<br />110, � OR 112* , I
<br />F.r A� � 02 - (D W/ - ./.@ � (2) SEE SECTIONS (AN SHWI 26 '___ i ov. PIIINELS� -11 I A,
<br />SIMP TO BE INSTALLED AT FACH
<br />LAST PANEL (D ,-R,-- I ALIVAYS BE PROVIDED
<br />t��
<br />TYE!g 2000 ..", .. r II,fti .- FEAR HAI,
<br />=I.:,
<br />QN F_QR SE E - ELEMION ME TO FACILITATE WSTALUIW
<br />RiA, .
<br />I '-Wl.t W�IALLx rm - IF INTENDED TO BE INSTALLED FROM
<br />INIVACED TO BE P!W�;AZuVmWF"m INSRAC Or STRUCTURE.
<br />me ULM
<br />111-.113
<br />TIC DF STRUGIURE. _ _______
<br />Se" jAr - I- - "I'll SCALE . . I
<br />, , - As I - -
<br />1-1-4M., ,I*- - �
<br />J [-1/4' Mo� W - 1/4' M GAP 11 .
<br />"I 'S,
<br />/ \ /_\ I. z 1.z LI.Z �, �i � , �'_ I I \--/-. -\--/-. 'W
<br />� - 7-7-7-71 5:7�_ -1
<br />I
<br />T, (2r-0-@,0 T, (0-
<br />51CmQhL"_ SECTIN 11 MITUr"
<br />S A/W . A' NQiES : U." vv, - I'
<br />,
<br />(1), DEE11doM a 2BIES 1001): E - I HAND STORM PANEL SYSTEM OWSISTOta a PANEL 4,
<br />TRACKS AT MR & PANELMA7E PLUS OR T6' LONG
<br />&Anll� BOTTOM W/ PAINEIANTES,
<br />(1) GEfTNmOAA_X_SEBma,jDQQF E - 2 HANG STORM PANEL SYSTEM CONSISTINO OF PANEL .
<br />C"I TWAAS70p a BOTTOM. (2) END PANELS SHALL ALAAYS BE CONNECTED MEANS Of
<br />M TRACK OTHUMSE A STOP BAR ' .4- - -
<br />(2) gO PANUS SHALL ALWAYS BE CONNECTED 70 BUTTO PARELMATES M F USED A 5, Lv- AT BOTTOM, END PANELS
<br />SHALL SIE *1�4 4
<br />wl�g/T
<br />SK41 RE PROVIDED AT TOP GF SUCH PANELS. -
<br />WIND NUT �r AII'M/
<br />ula� U W. CM, AS
<br />=
<br />PANELS
<br />(3) IF END ARE CONNECTED TO CCTION SHALL CONSIST OF DESCRIBED .W.
<br />'L,
<br />f,We kS.
<br />;=2 Iftm.17m V&G?/11Zft3/4' Min TWAABSCREW (3). FOR CASES WHEN END PANELS ARE
<br />TA SCAMM US LOCATION OF FASTENERS MAY BE AT OTHER Of TWO - -.-,T.&,,S�-'%; �K,q) -
<br />END PANELS ARE NOT CONN STOP
<br />EXTERIOR FLAT FLANGES OF END PANEL W
<br />Mrk PROVIDED AT TOP OF SUCH PANEL' S.
<br />(4). IN CARE TsT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK P 0 A STOP W
<br />IS PANELS I SHALL BE CON DWAILLAW AHEI
<br />To W. FO 11 ENO PANELS AND SOME INTERIOR PANELS ARE DIREMY
<br />ONLY N ECTED BOTTOM TRACK M 0 0 PING
<br />SPECS
<br />US USED =0TRI 11.1.L=1 TOT ABOVE. SUCH CASE. 'CONNtmN OF PANELS D 06 zz S,,/L1 *I, � _=T:1._=P7_._.
<br />TOINO
<br />,%r=._ArAC=I
<br />BOTTOM TRACK MAY WGUR AT ANY PANEL LOCATION. p, .., U!.;q.TE5 POLLOVANG NO SHOWN ON ELEVATION AND W/ 3
<br />(5) SEE SECTION 1'. 3' A 4' ON SHEET 24� SEE ANCHOR SCHEDULE ON S4E'T 25. C.GE .,-ANGE FOR,-.. OIT PM, 11'.01) -fl a
<br />�
<br />'K�10-j ED ,.Q.. :0 7%, AT . I." r
<br />,AjjvM4NkNq,, �X INSTALLED
<br />. OF TE
<br />41" N, Tit , SUCH THAI ADJACENT PANELS L07 A, TRW SIDE OF TUTOR PANEL) HAVE
<br />Is %.
<br />,X , THEIR OVERIAM BETA) BY
<br />� -
<br />g
<br />*. �%�i� V11 . � NED
<br />fi�` � . ;ii '21,1S, FLORIDA BUILDING CODE (High W12!ji Murricone Zono)
<br />-
<br />z .. . *
<br />Wm T%T= W. F� -
<br />: No, 4 167 . 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />= - DAMON ft
<br />=,� (Z_�,*q,
<br />I ck� S _!�� --�, /
<br />' '
<br />`z" STAI OF -' , � ____ ."..
<br />'k - I I L I E C 3m.." \ GLOML PR0T,E.CT,1?N PRODUCTS, LLC'
<br />/
<br />'!:� ,10 ,4v,;,,--
<br />. . 51 svmu _0_?/!2_
<br />0".. - �.
<br />To,
<br />. fIta "
<br />Ax,w, HK,)OW-7IH0.
<br />`--,-A�,-;��, t;w", A�E'E,�!:,t:g* ON ' ' "x.)M*,, 20-176
<br />; , _,M Fft
<br />,,,,,, It ANAMPKI 4.
<br />N.p
<br />AT 040 smiXRNAT ARL/Wr 411� 6V �� �� � ; � i �
<br />- En I NMI:, ;W" -.2.
<br />1
<br />INSIALLAIION DETAILS - FOR SERIES ZOO AND 1000 E-Z HANG 5TORM
<br />NEL IN - )MCRETE OR WHOM 13LOO
<br />XNaMIR ANNM L , =p_�_____1,,1 `� I
<br />I'lar � - ��-,, =%""
<br />40 Am � AIA) .� -, I I -
<br />m__-**4_"___ ��' , I FW"'a -
<br />Pourm r III- �-�4) - I ..'
<br />\ �� ":,", 3.14 1��
<br />\
<br />,,", &* , , �
<br />,:- , I ,�,
<br />6 �_ , I =, __
<br />-14 =191d ,� _� mpoom aa��-m �'� - ,V 4
<br />, - ;% I— ", vas'"
<br />, .� I ') _� -1 , �
<br />'� __A�
<br />= "I , , � �
<br />11- ' - - , -
<br />, I - ��,'
<br />J i � ,
<br />\ 1-tIl-
<br />-
<br />'P`\:! I , I �
<br />- - OVAA.'.
<br />T �', __ __ I � t "/*= / `Ii ,',� 'L_ cm
<br />' J_t?��_- _'�_"- 8 `� PL,Qgle '--- � - I sap.,
<br />I �"� ____T� ------- - - ! -7j 11
<br />- � .1-1 ; 41 . " � -------
<br />,-�J,`:��,�:, '.� I -RA) U- -
<br />1_1 � iA *
<br />; - V ,:-, r _I _-a A I I
<br />! I : ( - .. - � rm mim, � t` ,�,J:,,, - I I -1 5 1
<br />1 71 - - _"Pon i , -1 � .1
<br />I I I � t-�, ..-r- ; A I
<br />i i : 1- I -.---,--"- I
<br />A I 1 * I 1 �
<br />1 9 I
<br />A I 'I i I A i,L_.4:111�r f7lIk R
<br />--2-01 7--A-111
<br />L
<br />_j i - ... 1 ii 1 T_--(�) I -
<br />_`___`_,_'Y7 11 �
<br />I I I �
<br />9 ! i i I i A
<br />! I ; I R I 1 , - co I � I �
<br />1 .g - 1 1 scmv,u i A - � ir- I
<br />so,:125 . A A
<br />I I � A ". . I
<br />W. i_m%`117. I r I - -
<br />�_ FOR un. - A FAIR M� i/4� � ST SCHEDULT I I ON r.0 'y I A lw_ml
<br />I VDIARITNIN A 1 isvIAmAnDI; - A rd) , I I/2.V4- 6 suMAHAAAA- i
<br />TO .� I, ! Off I - ft POR � -we
<br />.1 ,a ovm, I WWWAIUMOK t To � �
<br />� , 9 I TO ovm� * vs I I QA" g
<br />A
<br />I A vvm OVORAP : , N ; , I ;E� ; I � .
<br />I I '� oo"A"
<br />- __ X -
<br />I I
<br />i -A I
<br />I I - - c'e- �
<br />- A __ I ,-- - -ii-
<br />A I i �� 11 - � i - __ , , - - 'I
<br />I : 'I ,
<br />i D 1411_ __ - - - - - .
<br />6� I I I *�D It` - -------- I � r� . =1 I �! 2! - I . j! I 4
<br />, 11 I I f I -7-1
<br />-, _�%�__ .- A._ :�=-�'_._ A -
<br />, -
<br />� I It A -
<br />, I I I 1'. i 'm �. ,
<br />'�.,- if
<br />11
<br />I
<br />I � I, " � �/SE- I ! 3 � I I m ;1,
<br />� 11 ;1, . t I i j Ef I I , �
<br />k, I I I I .-,I 1'�-,,� P
<br />-�,,,,�,%`,,� �_11�:.,,,,-�,�, 1, 1 ,_.) 1� I ,,, I
<br />I -I I ;
<br />,.; A :_ I i
<br />��,
<br />,", ,v, �0,�� �, �-,,,,�'_'xl� III
<br />A . I ,
<br />MXRO' - I! - ; I
<br />/ I 1�,,�
<br />I 1� - .'> iIly- A,�,
<br />. 6 `�Oosa` �
<br />m.-V`E - I '� "I I I ;r4_ _75�
<br />j_
<br />1, Al
<br />I
<br />, e,
<br />_t coNmE ,d.�
<br />c000m " _-A PoMawE I-
<br />i - I __ -
<br />=_ ,,;,�, 1 �',
<br />" - , �'
<br />I - - _:�
<br />- ��'7�_--�� I _L_ -7-(D .'n
<br />,1:11'�, mr, I "��,
<br />*�',
<br />i
<br />:,
<br />. ",
<br />. 111�_____, . ;,-, - Z'��_,"' ,`�� � 1. , -_udp
<br />I =1 - L
<br />. _i�'i , I 11�1, , =m I-/. -
<br />I, A A` �. , I I"I"'I"
<br />- 1, , - I 411/:'3,- - -
<br />I "I -
<br />"t- i I ART . women ,gl�*alm�
<br />- -mw! �,�X
<br />'.�" I ! ,,,,, .-m" %. lihvlm; AA4-�/., .1 I,,_ =*
<br />�' I I DO to 1 1", --- __ - , 11 = 11 , -A" � . *§ , =..
<br />I r ok 141�204/ ", : " W=' "n- , "
<br />'� , X" `�
<br />-/:-",
<br />V.
<br />M,=
<br />k m- ,��, =IM"r
<br />I0X �,,�j (AF .-
<br />_ �� i - ca `1�
<br />:--XPF) --j .,,�,,, � , � - _o"MAA am wm a) . - .-Im"l-
<br />, , :: . .:�
<br />0,
<br />I .r SIVII'm
<br />2 IIRIEra MOUNTING INST, ft' � * 000r-d
<br />c,,A
<br />W" mo Im I S Tit 2. �
<br />-m - 0 SCALE 3/8-1- =-
<br />=10L IFLOQR TO CEILING MOUNTJING INST� BUILD-0119
<br />I
<br />SCALC 3/8-1- ___rq'� MOM-1 SEQ101-K
<br />e I 1�1_/ Am", SCAM iI/5.1' SCALE 3/8-1-
<br />1 W11,0440 i sm sKorcOm . "IT 11 THAN
<br />1� '. "N t wAf 1, A A
<br />I / ,,Io As, At L 0,0� YX
<br />� - OF a � a. :-it`
<br />- s - -t or Ama - r,
<br />_<D � 5m, , � "' T/,� !",
<br />CAI ,A. ,
<br />",;,p , -
<br />� WN&J.x1m r1ft . v4m 21, .
<br />- "� 1
<br />,owt; ____ - - It 0 ;I�� ��,,
<br />- c7, CA zi �'\
<br />8 4 � . -
<br />, 1i
<br />-1.. =*.
<br />I�, I 1. mm `X : NO, 44167 1 t i
<br />2
<br />I- - b Too * sorw molaNT'Nm cA. sE = : . ;a __ FLORIDA BUILDING CODE (High Velocity Hw ' no lone)l
<br />comam 1. AN, 0`1 To suo ANY a ..".....-I.I.
<br />I I
<br />.1 ,
<br />WALVTAAN� 1. A: Wm Turva, - FP
<br />AN - -_ S7ATI: nr . * : z 20 GAGE GALVANIZED STEEL STORM PANEL ORANN IW
<br />1 11 ,9�1
<br />2ELML 1 I I - - T-,��-!! - I 6 _�._'1*421
<br />SCALE- 1/2' . A' VIEW - �4, _\ GLOBAL PROTECTION PRODUCTS, LLC. "r'/"
<br />ARL
<br />I =_L� / 11LIECOm \
<br />4m $1.01 slim
<br />0 uwmo 133.
<br />1 2- R, .1. ft'XIL, TAX14YIN-7m. rAT (w3ass-ro, 20-176
<br />I I 1. *"P, - -------r--r
<br />L
<br />-L , ,am,,; --.T - - - . mm
<br />pz SG�Atwm/mE
<br />nw, gAj -w- g-z I � 1- _=W1 -
<br />� -z-- s4m . Or n
<br /> __ --- �
<br />I I
<br />Cn_4__0
<br />"
<br />a)
<br />(D
<br />(CD-
<br />-+--a
<br />+--a
<br />W
<br />m""""""""", >
<br />0
<br />L_
<br />U)
<br />0-
<br />CDL
<br /><
<br />a)
<br />`11_�
<br />0
<br />C:
<br />=3
<br />-0
<br />m
<br />0
<br />L_
<br />0-
<br />0
<br />a)
<br />m
<br />L.
<br />U)
<br />m
<br />"
<br />m
<br />=3
<br />Lu
<br />:2
<br /><
<br />z
<br />z
<br /><
<br />I
<br />__j
<br />0-
<br />SHEET NO.
<br />IS H 1
<br />.2.
<br />
|