- - ___ - - I. - __ : - - - - - - - - - - - - - - _L_ - I �_ � - _L_� - - - - __ - . I - - I I
<br />1_� - - -
<br />,_11
<br />- ANCHORS ISEE SECTIONS ON SPIEM 17. Ia. 19 & 20)
<br />-
<br />3' MAX 3A/17. 4A/17, SA/16, 3111/17. 46/17, 58/te.
<br />2 * ItIN WAN119. ?Aw/Iq & SAW/20 811W/19, 79W/19 III W#120
<br />__� _-, -
<br />D.M-4, [�_ 70
<br /> . 1
<br />�' MAX
<br />" WIN.
<br />- -
<br />I
<br />0 1 1 0 0 1 0 0
<br />0 1
<br />r--,-----------:-,---------------
<br />! I
<br />l .
<br />: i
<br />. : . I
<br />I
<br />--- �_ I----- - -
<br />1
<br />. 1
<br />- .
<br />� I
<br />- - --------- i 1
<br />:
<br />�
<br />[ � - I ; 1
<br />I I , 1 i
<br />I ; : : i I
<br />1 1 1 I � :
<br />I I I
<br />I , I : �
<br />I I '...'..... . . .
<br />� I ; T ��
<br />I 1
<br />� : I 1
<br />. .
<br />1 i I
<br />1 ! ; : �
<br />,
<br />I . I I
<br />I : I I 1
<br />�
<br />ii G) - lc�) I : �
<br />a
<br />(�.
<br />L
<br />.
<br />1 a � ..0 �
<br />. I .1. " �
<br />�
<br />. : " S.F_ III. ;
<br />I
<br />- � ..
<br />I I
<br />I
<br />I ! - - I . . -1
<br />- - ,
<br />`I�I :
<br />: I . ., .�.. -
<br />I AD_ -
<br />. I _L,
<br />, -
<br />'t�
<br />�
<br />1 mots ,"�?-'. V'..
<br />� �� i
<br />I I � - WARMEN AT . i
<br />I OWRLAI
<br />- . I
<br />I
<br />.. I I PANEL LE.
<br />I
<br />� : � : (SEE SCHEDULE)
<br />:
<br />I
<br />;
<br />, 1 � I
<br />I 1 6 1�
<br />I
<br />� . I ! : .
<br />I ,0-1 : -6-
<br />i I . �
<br />I
<br />i I
<br />1 . � I
<br />I
<br />I ___ - __ ___ . - . - I ! :25 MOTCH-d At StJD -_ - A -------
<br />I - I
<br />I
<br />9 � ;�
<br />[I- ___ - __ ------A-.
<br />--- � I I -
<br />� I .., � .
<br />I 1*
<br />:
<br />___ ___U�=�___
<br />0.1111-4-4,
<br />_____
<br />- _7�n I I
<br />- - --- KIP AT UPT a ROM, wl __
<br />3 MAX, u/t7, "/I?, SAII& 7. 48/17. So/m.
<br />LOIAW/111. Liawpq.
<br />3- &,;�
<br />7AW/it III IMP/21) EXTERM 72w/vo a Sew/2D
<br />1: MEN
<br />" WIN
<br />- ANCHORS (SEE SECTIONS ON SHEETS 17, LB� 19 & 20)
<br />-
<br />1 ELEVATION
<br />SCALE 3/16'- I'
<br />I/` - -
<br />L
<br />_7
<br />1. - -
<br />'L .,�, ;.@ j:w
<br />, - FAA, OIC!4LAP I -tou _m
<br />I" � 1�.R 9 im
<br />L �%. , � -1, �, ,-I �Lm un,
<br />. . . . . . I'll, i',' ,
<br />. - �11,, ----I- ..... . /+- -- --�--- - -- -, ,-. --
<br />�Z� z---- - I- ::;. -
<br />- I , -- -1
<br />11.1 III I L_ I "" I , "I
<br />W�l , , �,� � .1 1.
<br />\
<br />�- .-
<br />" - '_I�N
<br />� ..
<br />L
<br />L' ' � , I "
<br />_w � ____ _. I— 1- - __� -1, -_
<br /> I:— Er . rJERIOR . �_ , z __ ___�
<br />-
<br />� ..
<br />- -, - - -
<br /> _ �.
<br />SCALE 3/,6-.
<br />17ri.4171,7w-w.lfm,14-119",E;i:l*-.i.ilj.440,f�iltuemr.xxnw;.iIF
<br />KIIIJUN 361;0MIIWLI0M'VA1! LIEW-13 4 M R4
<br />I
<br />MAXIMUM ASO .
<br />I
<br />Mo- PANEL LENGTH
<br />I MINIMUM SEPARATION � PAN EL
<br />'
<br />DESIGN PRE S RE
<br />' U
<br />L (Ft )
<br />I i
<br />RATING (P.. f.) I
<br />- I
<br />(SEE SECTIONS)
<br />__
<br />TO GLASS C
<br />- ! ONDITION
<br />i
<br />-
<br />4 55.0, - 72.0 i
<br />8,_8" _�
<br />-
<br />2 3/4- 1 UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WQOD $TRUCTURES
<br />. 1 IP; � I I .1
<br />I � ;
<br />___
<br />"�r____ I- I- . --,---- I
<br />- ----- 1� - --- ____4
<br />7 I
<br />I r 11 I F I
<br />� I � I ,,� .EA"R I - 11101 "ENTER WOOD HEADER
<br />� RIEWMED - � �� �, -,L OIEQUIRED REOULMED
<br />I I . *000 HEADER . � I
<br />�____ __j - -_ �� -
<br />- I I 0 a* a., ____1_ - " � V'.1, TAPCGN a 6' O,C a ELI cc 1/4'0 TAPCON1 0 &* 0 C
<br />, -k � , - - _r ; - 1/4-0 TAPCGN � I
<br />�
<br />I=
<br />'I'm . WIN
<br />I ED
<br />, � - MIN
<br />- /2 THREADED */I I/2 WIN THREADED , W/I 12 THREADED
<br />; WOW PENETRATION AT *000 i � i PENETRATKYN AT WOOD I
<br />,� . PE"�� AT WOW
<br />i !,I HEADER : '11 HEADER I HEADER I � HEADER
<br />� r , i ; I I � I
<br />1 , i : 4: 1 i i � 11
<br />. � 11
<br />I
<br />_ , - __ , I i I 4--vt= � % I ; : .L1 - �; I I "I ... I
<br />� . , I +ER�,�mp - - , .
<br />j ; 42 i " � -
<br />, ,iw. .
<br />.,/2- . 1. ,,.
<br />- , I ; I ,1/4- � I ,/,' i I , I/.
<br />-
<br />: I �/." I ; ; I . - I I ,
<br />1 � ". �_ , W",
<br />'.
<br />'11.1
<br />I _____
<br />I. I I � � . I
<br />I , I " I I
<br />; i I I I i ,
<br />I . 2' 1 . : 2' 1 1
<br />I 1
<br />L M,,, 1 i I iIP, : i I : - I I -I i
<br />� - ,
<br />�I
<br />____ a I t__ � (z �_ 11
<br />I ____L _ I IL - , - � - 1-21
<br />i - ___L___J - _._i____j i I - �
<br />I " Ll
<br />I
<br />L
<br />r
<br />. �
<br />I : = 1 I CON, ,
<br />� , - ,
<br />I C�' �
<br />I , :0 I I - I
<br />I 5rl] . , VC, :5�j
<br />� �L_`Ij
<br />'N. NJ L� LL��
<br />I _ _ _Ljl�� I- - - 1 ,_t,
<br />I i .
<br />I I ! I I I 11-i I . I �
<br />I . ! 1.mIIw1_, - "L..'s." : . ; FKIST.G _�,F=_ � i
<br />TO sLAl
<br />! � . I . - - - I -
<br />PANEL - GLASS
<br />- D" - - ! -L-
<br />I � I P.A., ING, GLASS ,;, (MIT -_ i 'o, ... *L, - ak - 1.)
<br />. PITT' IV, � I �
<br />! I Lsu �n I KLOW) I .-
<br />� : � krL LLNGTH (ME w,T: I KID.) i
<br />El LENGTH
<br />�
<br />I ,
<br />DISILMIG - W'"MA" - �__
<br />ISLP I
<br />I ! F �T` I SEEM) EXIIIIING Ts �
<br />,AAMI I - . E NOTE I BE, 0.)
<br />GLASS '_ - I I I GLASS rm-,, - I . (SEP
<br />I
<br />E_`
<br />XcMEDI
<br />,"It-IC)AI, ; . NOMEXIM."
<br />P,Erl W I/' *_
<br />. WIED .&I . ON,'
<br />� I i
<br />'S .
<br />0 1
<br />I � � 1 1 I � SS S W/
<br />. 5 I : I
<br />_�f 1 ,4
<br />I
<br />1/r. . 3w/132 . I -
<br />7/e,0 I
<br />I I . 3/32 :
<br />: � I wwt, .07 I
<br />: i,
<br />. 1 WING' NUT I
<br />: I � I : a- 1 . I
<br />, I . - � I . . - . I a'
<br />�
<br />I I . i !
<br />Ieiif I : I ,/-*. IAPCOH 9 , * �
<br />i
<br />i e a C W/, ,/z, � : I
<br />i i t
<br />I . I � - T-CAM .1 I
<br />I I I I I � PENETRATION AT , . I
<br />PLATE'
<br />I . I .,D.CTH OF PLATE !
<br />I
<br />� I : I
<br />. I �_ -1 � I lk �i I'T 6.
<br />I - I . t . It .
<br />. ! I - I- I -
<br />- . _f I I f ; .. "
<br />EIO I i � 1�jl E I Q - � I F � ] 1�_ I I ., I I 'L�'J] �
<br />' -
<br />- - 1 ,
<br />h wk, - , - i
<br />v = � - I - I __i__ I .
<br />: I vw.u--,_-;I&_ . �
<br />I T f I
<br />- "7;-, �
<br />ED I ED 1
<br />ED ; - I & , , I . I . I I
<br />, , � t- -* - - ___
<br />I I I ____ _ i , _. - -A
<br />,_� `E`029�a*_ : � ��
<br />E=-_- ��
<br />�
<br />Tr
<br />1�-�--1 �. ,L--..-. - 10 - i/4'6_20.3/4'ss MS W/ I,'.'2N3/4-SS .S W/
<br />1 ---(g COST f I I ETL I
<br />'
<br />L 1111'.3 32* WING 1IU` 7/11-CLF/32- *NIG NUT
<br />i I � I E,______�_ - /0 - _____
<br />778'. 3/32' WING -1 ? O's 3/32' WING � -
<br />711t
<br />. . � WASHER 12 /2" 0 C
<br />. I I ; WASHER (BEIOWI� .
<br />& 12 1/2 OLC SI.LT WASHER I
<br />WASHER i i (BEYONO) I 1/1'. TAPCOS, a e GO:
<br />� I , I �
<br />I
<br />: - .11 - i
<br />I .,. INPCON 0 51 0 C I
<br />1. �STAGIGIERED IN/ STUD) I . - V THREADED I
<br />4Z,TMACON 9 41' OC
<br />S, W/ " �
<br />i i, , ERED III/ : .
<br />I IELIX' I
<br />�-,.)
<br />I
<br />THREADED :&I 1/2* "I OP PLATE ON AT WEWIDT� i i
<br />I I A("��AT I j I � .
<br />� - - � imo.'DII, . - . I - _
<br />- ."'O,
<br />- EIRITION A i - � WOW PLATE I
<br />or - _j&w g�4�;WVID PLATE
<br />OF PLATE PLA E
<br />2-A4- WOOD PLATE Zj�� PLATE .1 . L I 0
<br />REOUIRED III 1, WALL IMOLINTI G INSTALIATION WALL MOUNTING INST&LATION
<br />ALTERNATIVE 7" 0 PANEL
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION REGULAR ALTERNATIVE 7SW
<br />ALTERNATM AAW SCALE 3/9'. I" 0 ILIFE SAFETY PANEL
<br />0 REGULAR PANEL 2MIMMIEL SCALE 3/8--i -
<br />IS,
<br />,
<br />SCALE 3/r., - SCALE 3/8'-I*
<br />;7.1'
<br />!�rs\
<br />"
<br />� ,e
<br />;,i� y�
<br />I ��,,
<br />NOTES � , .i�
<br />-,��
<br />A.,." - -
<br />st .... ,,� FLORIDA BUILDING CODE (High Velocity Hur [can* Zone)j
<br />I NSTALUATLOkS ARE ONAL'I INUD COP SV;LDMGS *it" ASO DESIGN U� * -
<br />�p 70 ,55 5 -72,0 PSF AND PANEL S LENGTH LIP 10 6'-E' .Z : . NO M 67 ". * S �Pts, ,am, - 20 GAGE GALVANIZED STEEL STORM PANEL 1.
<br />:
<br />I
<br />- __ TNPWN III,
<br />I - . - I
<br />2 FOR NEW *OJV FRAM CONSTALICTION WOOID MEMBERS 10 BE SOUTHERN I I
<br />, - -
<br />P'NE NO 2. IA/ SPECIFIC DENSITY or 05, OR (OUN, �* - - . : i -- " -
<br />- - _� _ -- P/-/- -
<br />E 6*
<br />m ,
<br />S .� - , ' jGLOBAL P ROTECTION PRODUCTS, LLC. t,,x
<br />, __ .. 4 -�f ,
<br />, , , v,
<br />I I L I E C O....
<br />, pyaje . / , .1RUT
<br />, � MOsS. 1. I
<br />, 9�_,�, , __
<br />, - P`UJT TIVITAke & 1DKEP`EE_
<br />. , � " - I Coe AN-5. TAX 20-06
<br />. I i: 17.11 - I- - - -Li_._.N,,
<br />-x_-,.:,J= --,=.,-,.,
<br />I '_""�.11�APE
<br />- P OIWWW; .
<br />I, !t-��' E -TER A. CK0,111 i-, -
<br />C i
<br />I I ��t i 7 1-
<br />t ."� - , I - . " OF .
<br />I I
<br />114SIALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I, .* IAPCON ANCHORS .14' TAPCON ANCHM 1, 4' IAPCON ANCHORS I 4' TAPCON WCMOPS
<br />.
<br />III, 9* CC � 4 a. GO: 4i 9, O C 0 9' cc
<br />POURED C041AM
<br />POURED CONCRETE
<br />OR CONCRETE
<br />OR CONCRETE
<br />9ICCk REQUIRED I 1i
<br />SLOCK REOUIRIED I -
<br />- _�t
<br />__C 1
<br />�_ `
<br />- -
<br />- .1/4-
<br />T - -,
<br />,
<br />'' '
<br />t�7-
<br />1I.s. I
<br />__ ft.
<br />___
<br />r 60
<br />�
<br />!
<br />E_D- I
<br />I
<br />�
<br />I
<br />4
<br />i
<br />:
<br />_z
<br />1�
<br />�
<br />, ,
<br />I:21
<br />;
<br />DON,
<br />I
<br />"
<br />: - - To
<br />. - j
<br />_WsMkA_. I
<br />I J)
<br />, m -
<br />1
<br />a
<br />-
<br />- Wmagum
<br />- ."
<br />-I
<br />2
<br />-
<br />I .1
<br />I -,
<br />i I:
<br />I.
<br />.1 �
<br />. X
<br />txw.!g-
<br />I
<br />i? �
<br />=11�
<br />A
<br />GLASS .
<br />�
<br />_q
<br />C� 9
<br />:
<br />I i
<br />; .
<br />I i
<br />f;
<br />:
<br />I �
<br />: * r
<br />I
<br />I "
<br />gE,
<br />I I �
<br />I 1,
<br />,
<br />i
<br />i E
<br />I
<br />:
<br />�
<br />�_
<br />,I
<br />I �
<br />I/.,--,. 1k I
<br />. : 6'
<br />�
<br />I
<br />I �
<br />11
<br />!
<br />ts
<br />- P/ 11r.-.
<br />14
<br />�
<br />I
<br />Z�
<br />15
<br />i
<br />�
<br />3/3r WMP w .
<br />7 INIERAI,
<br />I I :
<br />;
<br />�
<br />.
<br />:
<br />�
<br />.
<br />.
<br />:
<br />I
<br />I
<br />1
<br />I
<br />.
<br />4
<br />1
<br />:
<br />!
<br />-
<br />I
<br />E I
<br />:
<br />. -
<br />I
<br />I I
<br />1 v
<br />, '
<br />i. -1-!
<br />!v.
<br />-1
<br />ED-
<br />i
<br />I
<br />L-C : -
<br />7
<br />1
<br />w I
<br />I � I
<br />k-
<br />i
<br />41-
<br />� _C:
<br />4
<br />-
<br />��
<br />- :
<br />I
<br />I
<br />, :
<br />" :
<br />z,
<br />,,�YEI'. . 3/32' MSG �T :
<br />��
<br />t\ yrit I 3/32- "AG
<br />*A,9,E* a Iz '/2-
<br />OC
<br />,
<br />NUT WASHER (BEYOND)
<br />I ., iAPCON ANCHORS
<br />1,4' TAPCO� ANCHORS
<br />6 - 1/2* 0 C
<br />0 4 1/2- 0 C
<br />(STAGGERED W/ STUD)
<br />(STAGGERED W1 STUD)
<br />POURED COM`RE7TE
<br />IOUREO CONCRETE
<br />OR CONCRETE Block
<br />OR CONCRVE
<br />]BLOCK
<br />REGUIRIED
<br />WALL MOUNTING
<br />SECTION
<br />III
<br />SA
<br />REQUIRED
<br />SECTION
<br />Q INSTALLATION
<br />3B
<br />U
<br />SCALE 3/a'-'-
<br />0 LIFE SAFETY PANEL
<br />SCALE 3/8-.,.
<br />SDE SHEET 10 a 2. FOR ANCHORS TYPE .
<br />omm rin
<br />,/.*.
<br />MAtak
<br />SPACING FOR AST FKAa AF.O WOOD
<br />____
<br />- - SNOMP 0`1)
<br />I
<br />UK lftaux,c
<br />AAM ANICHOR SIXINCS AN" "M"
<br />ODGE DISTINCT ARE ININCATED OV THIS
<br />_;;oW_.w___7__;;;;__;W�____
<br />- ___ -
<br />_�_
<br />SCHEDULE FDA ED LESS IIIAN wOrATED s
<br />scHEOVUE mACf ASCHOP, SANC-0 BY
<br />MULTION.1.4 SPACPAG SHOWN OIS SCHEDULE
<br />___ �
<br />P.-I cWWWA WWW OIL)
<br />� ___ -
<br />E
<br />AM& L& OW IIIIIIIIIIIIIIIIIII
<br />Fwcm
<br />BY It Mu,ow.0c rWT-oRs ,OR ,
<br />mmao. TO RE POSSIBLE ;aj�,
<br />I ,/2.
<br />.1*
<br />SPACING am USING FACTOR SMALL NOT
<br />ME LESS � IMANUM SPACAG .�Ira
<br />. ",
<br />FOR EACH ASCHO, TYPE ON THIS ScHED,AJ:
<br />r
<br />Isk,
<br />I
<br />1 3 T/V
<br />I - I
<br />POURED CONCRETE
<br />CPR CONCRETE
<br />POURED CONCRETE
<br />OR CONCRETE
<br />SLOCK REQUIRED E-, -, _..
<br />__
<br />-
<br />�
<br />.
<br />BLOCK REWIRED -
<br />E I
<br />I I 1/4-
<br />-,
<br />1
<br />I q.
<br />-1
<br />f7�a,
<br />I -
<br />I
<br />WPI.
<br />COP
<br />ED-
<br />I
<br />h
<br />I
<br />I
<br />,::
<br />.1
<br /> .
<br />(z
<br />I
<br />CONT
<br />I
<br />t
<br />:_._�
<br />I-cf,
<br />I
<br />:
<br />,
<br />m_
<br />r I
<br />z , .-
<br />-
<br />1
<br />'
<br />j
<br />z
<br />-
<br />Pa"M
<br />!i
<br />:_
<br />-,
<br />I
<br />E,�
<br />:;
<br />I!,
<br />t
<br />h flusr"jcj
<br />�
<br />i
<br />wa
<br />=,�
<br />I
<br />I
<br />r
<br />I
<br />t GLASS I
<br />d I
<br />.
<br />tll
<br />ds
<br />�
<br />i
<br />�
<br />� � I -
<br />.
<br />I ,
<br />, � �
<br />I 'A
<br />:
<br />I
<br />i.
<br />.
<br />IS � #
<br />, . I ._1
<br />" .
<br />I 1
<br />I � 1
<br />�
<br />-6
<br />�' I
<br />i
<br />. I
<br />;
<br />. .
<br />11 t� ".-; -.- - .
<br />I I 6'
<br />. �
<br />�, 11
<br />, -
<br />.
<br />!� .. / I/" .
<br />I
<br />�
<br />:
<br />I
<br />3/u- IWW, - I.
<br />m-7 - 4
<br />I 11 i
<br />:
<br />:
<br />I
<br />� i
<br />I I
<br />I
<br />�-
<br />: I ,
<br />X
<br />I I
<br />I
<br />: 't
<br />I
<br />i
<br />!
<br />4 �
<br />7"
<br />I
<br />t-
<br />-
<br />T_ t
<br />f ,
<br />7E
<br />I .-
<br />I_ '. 1,
<br />� I
<br />to.
<br />: :
<br />- I
<br />;
<br />0 A
<br />1
<br />-
<br />I
<br />, 7.c _;�z
<br />_
<br />I/ . C : .�=
<br />7
<br />. I
<br />11 . .
<br />1/4'.-20.3/.
<br />-S'S vs
<br />I '. -
<br />. C.. __
<br />I , I I I
<br />W/ ,
<br />�� -S.S I
<br />I
<br />,
<br />I -1
<br />_
<br />. . . .
<br />,/ .
<br />8`4.3/32' WING NUT WASHER 11
<br />1/--0-200/4 MS, III/
<br />7/8'0.3/32' WING NUT WASHER
<br />a 12 0" cc
<br />(BEYOND�
<br />_��4' TAPCON ANCHORS
<br />' FAISON
<br />4 /2, O C
<br />I
<br />_X
<br />I'-
<br />0 4 1/2' 0 C
<br />POLA D CONCRETE
<br />r.URED CONCRETE
<br />OR CONCRETE BLOCK
<br />REGURED
<br />WALL MOUNTING INSTALLATION
<br />SECTION "
<br />OR CONCRETE &XICK
<br />REQUIRED
<br />WALL mogunky INSTALLATION
<br />SECTION
<br />0 REGULAR PANIEL
<br />SCALE 3/8'."
<br />4B
<br />6 LIFE SAFETY PANEL
<br />KALL 3/8'."
<br />CODE
<br />INSTALLATION
<br />DETAILS FOR
<br />OPTION #2 FOR LIFE
<br />SAFETY STORM PANEL SYSTEM
<br />.
<br />INTO
<br />EXISTING WQOD STRUCTURES
<br />I I i
<br />--------t
<br />.
<br />---
<br />-
<br />�! � �
<br />---
<br />-�
<br />1/4 0 TAPCON 0 5' 0 C
<br />�____T
<br />-1
<br />T
<br />I
<br />W/, 2- MIN THREADED,
<br />I/
<br />1/4-t TAPCON 0 6- O.0
<br />i I ! - W/I 112- MN THREADED
<br />. � I
<br />EICNLTRATION AT *ODD
<br />I
<br />I PENETRATION AT *Do()
<br />1
<br />i ; ,
<br />I
<br />I I
<br />f"
<br />HEADER
<br />� I
<br />i r I WADER
<br />;
<br />I - I ....
<br />I � ___
<br />i I
<br />, - I
<br />: )112'
<br />4--r-4,
<br />i
<br />.1 /2 '/4'
<br />I
<br />- ---
<br />11 I 1/4-
<br />i I I
<br />I. Ms.,
<br />I ��-- -
<br />!
<br />I
<br />G HEADER � ! 2. 1
<br />woo T I I
<br />, I - I W.� i I
<br />.
<br />I
<br />I
<br />I
<br />, I I
<br />WOOD I I �
<br />- - 1 W,I, i I
<br />REOV,PFO �
<br />�___. i - ---I
<br />1,
<br />,.EADER
<br />Rrov ED I
<br />f- I I . I r1z
<br /> -7-,-
<br />, I
<br />-
<br />� ;� CON I
<br />, I VI
<br />i ,� , , __ ;
<br />.
<br />I I),
<br />. : -
<br />�
<br />LPL�_ - I I - ; ,-
<br />I f:
<br />I , .
<br />I
<br />I
<br />I -1 SUNiAP(P` ;
<br />I
<br />I
<br />I
<br />i Is= - I
<br />� VICE �
<br />EXISTING O. SHIM III)
<br />; i
<br />�
<br />., .-
<br />� 1. GLASS
<br />I ,,,
<br />-
<br />GLASS --- �
<br />: . � 'L' M..
<br />7-- (SEE SC"ED,U:
<br />- � F.EL
<br />I
<br />LENGTH
<br />- . I
<br />I I I PANEL .ENGTM
<br />:
<br />Exryl,w, Ok SHOE- UE)
<br />� (SU NOTE
<br />I SCL,IM)
<br />1/4-. -101" . �-f I (SFF NOTE I BELOW)
<br />-
<br />GLASS I
<br />�
<br />i
<br />1
<br />I m S III, - , ; -
<br />" I i 11[ I
<br />I I
<br />�
<br />1
<br />I I
<br />,
<br />7/8". , 3/32' i I
<br />WING NUT i I �
<br />I I
<br />I
<br />I
<br />�
<br />� : I
<br />I r
<br />� ;
<br />I L. I
<br />a-
<br />i , I
<br />� � I
<br />i 111114i : , i :
<br />I
<br />� .
<br />I i
<br />I
<br />4 I
<br />- I
<br />� � -
<br />I ,
<br />I � , I f.
<br />I I ;
<br />I �
<br />i .
<br />� i �1_1:
<br />7 � �7, -I-II
<br />I
<br />� I .
<br />�____, I I I
<br />_'
<br />I
<br />" I— I
<br />;
<br />I � I
<br />. I
<br />I-- I
<br />m 1 6-
<br />I C,
<br />, I
<br />. "
<br />I ; .
<br />W_ �
<br />CIO.
<br />I ! I
<br />�w
<br />I 1 -
<br />I
<br />.
<br />ED ; I
<br />�,,3
<br />90 . I
<br />I I - I
<br />- I.- -_ -
<br />I F
<br />I I
<br />_1 ,___L�j 1. I I
<br />I---- -
<br />1
<br />2'I4- WOOD PLATE 1 i
<br />7/9'. . 3132' WINIO NUT
<br />2-I4' 1 7/8-0 . 3/32- PIK NUT
<br />WOW PLATE
<br />REQUIRED I � i
<br />I I
<br />WASHIEP 0 6 '/4- OC
<br />,i , �
<br />,EOU QED I ; WASHER 0 (BEYOND)
<br />0 A -10 PAWLWATT PLUS i i
<br />II-O
<br />PANIFLMAIE PLUS �
<br />0 6 1/.* C.0 III/I 7/9- I q
<br />. - � -
<br />"
<br />I I a - ;
<br />'T
<br />* 6 '=
<br />I
<br />'IN
<br />AT THREADED PENETRATION i
<br />MLDWOTH Of PLATE .1 . .- � I _1
<br />WIN TH 11 I�N 1
<br />AT MIDMOTH OF Fififf J I .1
<br />MOUNTING INSTALLATION
<br />ALTERNAITVIE 9AW
<br />"'"i"
<br />WALL M ALLATIO
<br />ALTERNATIVE a
<br />0 REGULAR PANEL
<br />I,"N'I
<br />,"o N�..!Ltl^,
<br />0 LjFE SAFM PANE
<br />,���
<br />"" *--��
<br />SC-PLE 318--l-
<br />EN
<br />1, I` "t Se � N
<br />SCALE 3/8--i-
<br />FLORIDA BUILDING CODE (High Velocity NUT
<br />cons Zomefl
<br />NITTES,
<br />I **
<br />4 :
<br />*
<br />z . ,
<br />- � ___� � er �=
<br />PFm Ts'EDII. �
<br />- 20 GAGE GALVANIZED STEEL STORM PANEL
<br />11 BY
<br />. I
<br />. NSTIA4 LATIONS ME N,LLY VALID FOR BUILDINGS Wf� A S b DE-N LOADS
<br />u� TO .55,5 -720 PSF AND PANILL'S LENGTH UP TO 6 -S*
<br />= - * __
<br />z *:
<br />- '. , ._e,
<br />` � I 1.�
<br />__ ____
<br />- - -
<br />, -1 I "
<br />- ,
<br />.1/71`/�
<br />_.
<br />S ATE �q-
<br />V.01". '
<br />�-
<br />'.,
<br />r LOBAL PROTECTION PRODUCTS, LLC.
<br />11LIECOINe \ G
<br />TAX
<br />2 FOR NEW W O FRAME CONSTRUCTION WOO, MEMBERS TO BE SOUTHERN
<br />PINE I
<br />SPECIFIC DENSITY OF 0 55 OR FOUAL
<br />, , ,zr
<br />1,0 OR% . �,�
<br />,t
<br />/ MKXF S... 11 STREET -
<br />-31.
<br />-
<br />NO 2, W/
<br />,�,. ,
<br />.
<br />1 . I .....
<br />,'�
<br />TRJJY PUFFING III �� COAMIPM, DAIW. 1 3., 1
<br />.. - - P ... it'a"It 4-m- 1.
<br />20-176
<br />, � z
<br />NA�
<br />Vsu)."�Evt
<br />- - , I IkH I
<br />-:4, -I-
<br />_
<br />tl�;
<br />tk� _,_ Ck .,§ I i - -1 - vx� - - i 77 i �7 i
<br />I.",
<br />-- .
<br />I
<br />iiUl . I-- - - -
<br />I
<br />.
<br />I
<br />INSTALLATION
<br />INTO EXISTING
<br />DETAILS FOR
<br />OPTION ,42 FOR WEE SAFETY STORM
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />PANEL SYSTEM
<br />POURED
<br />1,48 IAPCON ANCHORS
<br />1 4' TAPCON Q4CMORS
<br />6 9, DO:
<br />.
<br />0 9, cc
<br />POURED CONCRETE
<br />�
<br />POURED CINCRE-E
<br />OR CONCRETE A
<br />Block
<br />OR CONCRETE BLOCK
<br />REOURED
<br />-i -
<br />i �,
<br />I
<br />PEOULPED I I
<br />- -
<br />`�
<br />�
<br />I
<br />i
<br />f- I.-C - -
<br />.1/ .
<br />r-1- _
<br />-
<br />, I '/'
<br />I �M.,
<br />I
<br />- ---
<br />I
<br />I
<br />I I
<br />!!
<br />'
<br />.'s A
<br />71
<br />I
<br />f 6P
<br />L-1 A :
<br />�
<br />I
<br />�
<br />11,
<br />1
<br />I ; - � I
<br />�_z
<br />I
<br />i
<br />11
<br />I
<br />cow,
<br />I
<br />:
<br />- - -
<br />I
<br />� 11
<br />-
<br />i __`k,`.
<br />L - I
<br />� jj
<br />i
<br />H,
<br />w
<br />_. -
<br />,
<br />I
<br />-
<br />.
<br />E W� ,
<br />�
<br />I
<br />�
<br />z
<br />-
<br />I
<br />- 1.)
<br />;1
<br />i '""' I A)
<br />1 1
<br />1
<br />I
<br />EXISTING ,
<br />!
<br />I .
<br />I
<br />v 6
<br />-j ,�
<br />ElITILIQ _:
<br />.
<br />i ,
<br />t
<br />;
<br />j X
<br />GLASS
<br />:
<br />I
<br />:
<br />� �
<br />I
<br />� -.
<br />GLASS I I
<br />;
<br />- . j
<br />;
<br />i 9
<br />:
<br />.1 ti
<br />-
<br />- , I
<br />I
<br />: i
<br />i
<br />�
<br />: I 4
<br />'I *1 I
<br />- i
<br />:
<br />�
<br />I
<br />I
<br />. 8
<br />I -
<br />�
<br />.
<br />. I : I
<br />. - , .-
<br />.
<br />.
<br />!
<br />�
<br />I
<br />I _�
<br />-
<br />./w- "s
<br />- W/ 71r. . '.
<br />,
<br />- j I I
<br />P`5
<br />:
<br />�2
<br />'13r - - . 1�
<br />remi, - -
<br />I
<br />f I �
<br />-
<br />:
<br />:
<br />I
<br />I
<br />i
<br />;
<br />:
<br />-
<br />I
<br />. I
<br />I
<br />I
<br />4
<br />I I
<br />1 �
<br />EO -
<br />I
<br />� ;
<br />� "I
<br />. .
<br />t 11.
<br />EQ-
<br />�
<br />I
<br />� " t a'
<br />. i
<br />lndwwwfj*11_�
<br />I I �, I
<br />-, j
<br />I
<br />I
<br />1:, ummot
<br />� I
<br />- �
<br />!
<br />",
<br />____j I
<br />I
<br />1 ,
<br />10*. PXNE�mATM
<br />-�LS W1
<br />I PANELMA`E PLUS
<br />W/
<br />1/104-
<br />-0 . 3/32 * WING NJT WASHER
<br />11*_ �*o
<br />/IE`# 3/32* *A4 NUT
<br />WASHER
<br />0 6 1/4, 0 C
<br />(BEYOND)
<br />POURED CONC
<br />POURED CONCRETE
<br />OR CVCRM BLOCK
<br />OR CONCIRM BLOCK
<br />WALL
<br />REOUIRED
<br />MOUNTING INSTALLATION
<br />REOUIRED
<br />WALL MQUHTING INSTALLATION
<br />SECTION SA
<br />0 REGULAR PANEL
<br />SCALE 3/8--l-
<br />SECTION 58
<br />0 LIFE SAFM PANEL
<br />,vII4.E'I.1II11'1'.iIWMN. SCALE 3/8*.,"
<br />SEE S.W 10 It 20 MR AWCHM �.Pf A
<br />MORN n1m
<br />Ile.
<br />-
<br />_!?oA-P
<br />'".."41" I
<br />SPACING FOR INST' INTO WOOD
<br />----------
<br />3
<br />3
<br />FR" BUILOW2
<br />- - wMaMs, E.)
<br />-
<br />-i;;-) -
<br />ANCHOR SPACWOS AND ..:.
<br />� EXIST NkE NOWATED ON n
<br />- -
<br />0�
<br />�L_
<br />___
<br />--L,
<br />- -
<br />:7 i
<br />�
<br />SONEDULE 'OR c LOSS TMAN, INDICATED Ok
<br />SDMEDUUE REDUCE ASCHKAi SPACING ON
<br />_",LYNC S"Ac"Ic SHOWN OS, Sc.CAALF
<br />11::�� 1110; I.)
<br />-
<br />,,
<br />- -
<br />, ,;Iz
<br />AMW fA WX OWWQ
<br />FACKIIII
<br />BY THE FOLLOWING FACTORS, FOR NIS
<br />OpOw"'O" Is K POSSIB.A. BEDUCED
<br />I ,/2-
<br />,s,
<br />-
<br />SPACIAG OBTAINED LISING FACTOR SMALL �
<br />BE LESS I- M.I.- S"Ic" IMONWILD
<br />,r I/r
<br />-
<br />-
<br />I
<br />M, VIC. ANC." IYpt ON RAS SCHEDULE
<br />I
<br />r
<br />I , "7-
<br />, .
<br />1 -
<br />I as
<br />-
<br />FLORIDA BUILD114G
<br />I E 14ANC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VERIF,ED PCR COMPUANCE IN e I) M"MUM EMBEDMENT OF TAPCION ANCHORS AND PAhELMAIE FEMALE ID & �ANLELMATE PLUS IN70 CONCRM
<br />ACCORDANCE WITII I< 202D (?Ih EDITION) OF THE FLORIDA BUILDING CODE BLOCK SMALL BE 1 1/4'
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIONfr CODE, 8.2) MINIMUM EMBEDMENT OF 1/4-it X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE
<br />FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE CYST&L-D AND NO EMBEDMENT INTO AN`V FINISH MATERIAL SHALL BEE PLRIAT'DED
<br />FOR A DIREC-TIONALIFY FACT OR ""o85 USING ASCE 76 AMID SHALL N07 EXCEED THE MAXWU0 WSZ.1 1/4" f-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGM(S8OULD ANY F�NISIM MATERIAL EXIST) 70
<br />.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4- IWO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 1-16
<br />"� AST
<br />SHALL BE FIRST RLDUCED 10 AS D DESIGN WIND LOADS Ely MULTIPLYING THEM By 0 6 IN 0 DER TO E. 3) IN CASE THAT PREC STONE OR PRECAST CONCRETE PANELS BE FOUNC ON T14E EXISTING WALL,
<br />TO COMPARE NOSE W/ MAX. (A.5,D) DEW% PRESSURE RATINGS INDICATED ON SHEETS 25 I. 26 ANCHORS SHALL BE LONG ENOUGH TO REACH 7ME MAIN "UCTURF BEHIIND SUCH PANELS ANCHORAGE
<br />SMELL BE AS MENTIONED IN EE') AND IN 13.2)
<br />:14 ORDER TO VERIFY THAT COMPONENTS AND 4ACHORS ON T,flS P.E.D, AS TESTED WERE NOT OVER mm-m A Jmx INcREAsF
<br />N AILDWABLE SIRULS FOR IN'So LOADS WAS = LSED IN THIE& ANALYSIS FASIENERS SPACING TO *ODD HAS BEEN
<br />UVERMNED IN ACCORDANCE WITH N,DS 2015 (C) ANCHORS SMALL BE INSTALLED MI LOWNG AIL OF THE RECOMUFNDA"IO%S AND SPECIFICATIONS OF -M[ ANCHQR 5
<br />MANUFACTURER
<br />STORM PANELS ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE )AS BEEN VERIFIED IN ACCORDANCE WITH SECnoN 1626 Dr
<br />THE ABOVE MENTIONED CODE AS PI7R 'ENMT-ATIQN TESTAC LABORATORY. -NC REPORT 0 20,12, As PROTOCOLS TAS-2ci I' IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THI SOUNDNESS or THE STRUCTURE WHERE SHUTTER
<br />T _ IS TO BE ATTACH TO WSURE PROPER ANCHORAGE THIS SHUIr7r_R SHALL ONLY ArTACHED to COKR E� a K
<br />,AS 202 AND TAS-203 ED BE ET DC
<br />2 T141S SYSIEM M&S BEEN DESIGNED TV BE OiSTALULD ON PHE OUTSIDE Or THE OPENING ACCESSING 'If OPENING FROM THF OR *ODD FRAME BUILDINGS
<br />'NS,DF W/� 14E USE OF A LADDER OR LIFT Ti4r, APFI,ICATION IS YNIO WHEN NSIAlIAT,ON IS INTENDED TC BIT PCRFDRMED I 2 PHE INSTALLATION COWRACTOR IS TO SFAL/CAUI K ALL SiMUrrER COMPONENT EDGES WHICH REMAIN N CONTINUOUS
<br />'Rom THE IISIDE 01 STRUCTURE. CONTACT WITH IME RUIIDNC 10 PREVENT WNO/RAIN INTRUSic CAU,1K AND SEAL ShLITFER TRACKS AL: AROUND �ULL
<br />,ENGT"
<br />3 SERIES 1000 INSTALLATION 15 APPUCABLE TC SINGU AND DOUBLE HUNG STYLE WINDOY6 WHTN �STA,LATjON 's REQUIRED :'.' 5L
<br />FICRFoRMED FROM THE 'N'4DE or SMUUURE 13 STORM PANEL INSTALLATION SHALL COMPLY VAIH SPECS INDICATED IN THIS _�RAWNC ILL'S ANY ET,11DING AND IoN.N�.
<br />REGULATIONS PROVIDED BY THE 41)"LLSOICTION WHERE PERMIT IS APPLIED TO
<br />4� SERIES 2DOLL INSTALLATION IS APPLICABLE IV SINGLE AND DOUBLE HVNG AND -,OENIONIA. SLDI,k-,, SPTUL APW'11*5 WHEN
<br />HS:F
<br />IAL LA`ION 'S RECLUMED TO BE PERFORMED PROW! 'HE NSC)E OF STRUCTURE III ATRIUM WINDOWS AND DOORS. LK. E - Z HANG STORM PANEL SYS7M IS Pmm PIENDIM
<br />5. ALI ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY ILING '-EMPER (UNLESS OTHERWISE NOTE'�) I� (s) PH I S PRODUCT EVALUATION DOCUMENT (RE D ) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIOC
<br />NFORMAILON FOR A SFTE SPECIFIC PROJECT: �@ WHERE IkL SITE CONETTION. 5 DEVATE FROM THE P E_o
<br />6. ALL ALUMINUM SHEET METAL USED Al CL05URES SHAIL HAVE 3105-14 ALLOY
<br />(b) CONTRACTOR 'O HE RESPONSIBLE top THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAPETY OF
<br />7 ALL STEEL SHEET METAL PANELS SHLALt HAIA STRUCTURAL QUAIJIY STEEL_ ASIM A-953 CRAD; 50 M,, GALVANIZED MEL THIS PALCOLICT, BASED ON THIS PEZ PROVIDED HIF/SHE DOES NOT DEVIATE PROW THE CONDITIONS OFTALED ON
<br />DESIGNATION W/r,- 5" 5 "' (AFTER ROLLEO� THIS DOCUMENT CD%STRUcTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />_
<br />a ALL SC"S 10 BE STAINLESS STEEL 304 I)R 316 AT','. SERIES Ok CORROSION RCSISIAI,7 COATED CARBON STEEL AS PER ON (,) THIS PRODUCT EVALUATION DOCUMENT *'U BE CONSIDERED INVALID IF MODIFIED.
<br />5oola w/ ED kii, YIELD STRENGTH AND 90 0, 'ENSILE STRENGTH & SMALL COUNT W/ FLORIDA BUILDINC CODE SECTION -1111,331
<br />(d) SITE SPECIFIC PROjEM SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT KHtCH WILL
<br />I, ELOITS TO BE ASIM A-307 GALVANIZED STEEL. OR AJSI 304 SERIES STAINLESS STEEL, W-H 36 III, MINIMUM YIELD STPENGT4 BECOME THE ENGINEER Of RECORD (EOR) FOR THE PRWECT AND *MO MLL BE RESPONSIBLE CDR THE PROPER
<br />USE Or THE PE D. ENGINEER OF RECORD. AnNG AS A DO L EGATECI ENGINEER TO THE PE'I ENGI�EEIt sKAL,
<br />10 ANCHORS -�O WALL SMALL BE AS FOLLOWS SUBMIT ,TO -5 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) 'Q_EXLLTIN__-0VRU �Q,I.WE
<br />(A) THIS PED SKAL� BEAR THE (,ATE AND OR1GFNA_ SEA1. AND 51GRATURE OF THE PRGrESS;ONAL ENGINEER OF
<br />- 1/4-9 TAPCoN ANCHORS AS MANUFACTURED ELY ITW BUILDEX, INC IMIN fc-3192 ps,) RECORD THAT PREPARED LT
<br />t/4' 0 K 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DfWA[T INC tWIN T'3000 p..� ) �a STORM PANE' MANUFACTURERS LABEL SMAJ-1 BE LOCATED ON A READILY VISENLE �OCAIION A' STORM PANEL IN
<br />- I I 4 ,o FANELMA,E FEMALt ID & PANF_MA"E PLUS ANCHORS. As WAwvrACTURE:) ITT 5LCO CONSTRUCT PRODUCTS ACCORDANCi WITH SECTION 1709 9 .1 OF FLORIDA ELLILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY oPEN;NG
<br />.,
<br />(I .3.i5o p .. ) LABEUNG TO COIJPL� WITH SECIRIN 170992 OF THE FLORIDA BUILDING CODE
<br />A 1) VINLMJV EMBEDMENT OF TAPCO" ANCHORS INTO POURED CONCREIT SHAu BE 1 314- AND 2- TOP PANELWATE
<br />FEMALE IC & PANFLWATE PLUS.
<br />A2) MNIMUM EMBEDMENT OF 1/4*0 X 7/5* CALK -IN ANCHORS SMALL BE IS 7/8' ATO CC%CAETE NO EMEEFDAAENT INTO
<br />ANY FINISH W'ERA, SHALL BE PERMITTED
<br />1/4 � #-20 SS SIDEWALK BOLTS USED SHIq, BE LONG ENIDUGH(SMOULD ANY FINSH "TERIA, EXIST) TO ENGAGE �/.'
<br />INIO ANCHORS . ...... WIf
<br />/,o 4,
<br />:, �: . �!�� .IV+
<br />-�E v
<br />&!� N CASE THAI PRECAST S7cNE, ,g,��F "
<br />PRECAST CONCRETE PANELS. OR PAVERS BE POUNC ON EXISTING WAL k OR . ,
<br />FLOOR, ANCHORS SHALL BE LOW, ENOUGH To REACH THE MAIN STRUCTURE BE-INL, SUC. �ANELS ANCHORAGE SELALL 4.--`�CIEN,�`-A4N
<br />. . ,
<br />BE AS MIFNINi D IN A I I AND IN A 2) f . .. 1
<br />IT
<br />IF : No. 44167 ` I
<br />(B) 1a.Ur_LNQ ,QRCRE7E ,EL��__JEAL = * : . =
<br />= . *
<br />= . :*i FLORIDA BUILDING CODE (High Velocity
<br />- 1/4' 0 TAPCGN ANCHORS AS MANUFACTURED BY IT W BVILDEN. INC. - .- -_ . � Hur Ecana Zone)j
<br />- I/ ' # X 7/8" CAIK-IN ANCHORS, AS MAAVFAL1UqED BY DEWALT INC (C 15or. p ., ) � ;r. I... r I- .. 4z z. P" m'Foa -
<br />" -
<br />f LAI IV PANELMATE fUMAL.E tO AND PANELMATE PLUS AWHO+ESL AS EJANuFACILIRED BY ELCO CDWSMUCTIGN I 0 I. 1�o&12?,..-,, iiFI 20 GAGE GALVANIZED STEEL STORM PANEL .L: In.
<br />�.-. - -
<br />. -
<br />PRODUCTS (1*2071 p k ) . - , 4,,,.'.,;;I�, t's, . ", _ -_
<br />I _AL " ' "I"I"'
<br />I , GLOBAL PROTECTION PRODUCTS, LLC.
<br />, 11 ", - - MI 11LIECOm. CATE
<br />I ill-m', IEVI ,"
<br />I
<br />�111Z, 1� , -
<br />I -1100 s. 51 SIRE,
<br />I . - __* ETAGN"It" C*.pAA 0-- F, �I.
<br />20-176
<br />, .. AM, P. - - - . .1. P-Cw (051)"GI w (�"-Ml
<br />I--.-- - -.I,-,-
<br />--- -
<br />� CAMMA, -
<br />III, &EAL/_%mF,_FF 04.n. A, s0o"71. -11 i - , -
<br />- -- A
<br />I
<br />I 'Ieka, 1-f t."e"! I M21 - i -_---�- - - w N
<br />I I
<br />_41-
<br />(1)
<br />Q)
<br />_c_-
<br />Cf)
<br />-0
<br />-Cu
<br />>
<br />(L)
<br />=
<br />-P'
<br />_0
<br />L_
<br />(1)
<br />(1)
<br />L-
<br />CL
<br />0_
<br />=
<br />0
<br />0
<br />L_
<br />a
<br />.-
<br />CM
<br />Cu
<br />-4--i
<br />C)
<br />0
<br />(1)
<br />.I.,
<br />0-
<br />U)
<br />.
<br />(2)
<br />-II.-J,
<br />C
<br />(1)
<br />:3
<br />-0
<br />0
<br />CU
<br />0
<br />070-0
<br />-Cu
<br />I-
<br />U)
<br />C:
<br />0
<br />=
<br />L_
<br />0_
<br />C
<br />=
<br />0
<br />(1)
<br />3:
<br />=
<br />0
<br />=
<br />u_
<br />"........
<br />-
<br />Cu
<br />.
<br />U)
<br />. -
<br />CD
<br />Cn
<br />"
<br />_6IIIIIII,
<br />CU
<br />2
<br />0_
<br />=
<br />IIIII
<br />Cu
<br />-0
<br />LIO
<br />a
<br />.-
<br />40
<br />Cf)
<br />C:)-
<br /><
<br />a
<br /><
<br />z
<br />z
<br />w
<br />=I
<br />V.)
<br />C%j __
<br />C=
<br />0
<br />�.
<br />��
<br />" �
<br />-
<br />_v_
<br />C" Z
<br />:0 Lhi
<br />0
<br />I
<br />t� C=O
<br />. 2:- g
<br />I=
<br />M C-3 c-.4
<br />�E
<br />Cj_
<br />-0 CO ><
<br />qcc
<br />...; = LA_ It
<br /><1
<br />.9n M C=
<br />�;
<br />� I
<br />0 -
<br />I .:x CIIIII �,_
<br />Iz
<br />r W
<br />3: 0=1
<br />(
<br />a, - -!5
<br />. � r= =
<br />_=
<br />to := -cc
<br />U0
<br />t 3: m
<br />3:
<br />M
<br />. 2 a, -0
<br />> = " w
<br />:0 = =
<br />- a, L
<br />T
<br />:;: = .
<br />.000II,""I"""""`
<br />In CL
<br />= E
<br />=
<br />_T
<br />C3� W
<br />;5
<br />RIES 2000 & 1000 E-Z HANG STORM PANELS X/24 . I NOTE 2 IMLOW) INSTALLATION ERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-1 -) .-' �IIEIAILS EQ8 a
<br />1 /2 4'/2 4 W/ OR - (9). 0 -j'I 95CE � 2 MOW) 3- W,,,, 2'/24 10. V/24 110 PE`i,mpr PANE I I CONCRETE OR CONCREIE BLOCK
<br />#--I* SIAS , OIL CONCRETE �IKMOREL Su . x * It - - /_08 :. NOTE , ..
<br />61ACHr _,_�r - ____ ,_ - SCHEDLILE ON SHEET 25. MW eace SCREW ---- --- - - - 3 - I- .. I . CONCRETT ..C.m 3' W..
<br />-, - -
<br />. 2 59" - OF If, , 1, ISEE SCMEDLIUE ON SHEET 2., - - ,- �
<br />159 , � Wel. SEE SECTIONS - SHEET 2. - 5 11 2 I / I* MAI, IkkIkWE`E AWIIsP` .1.1w ---, F-6 ,-r-
<br />__ -1 . I --.--- - - - I I � -#.41W -.5 A I I -
<br />- - 1 "n-4 - -------------------- �, - - __ ____�__ - fm-. ___11 P"MONEn- -_
<br />- 5M ITOT& WIDTH) - 2 250-7 4 __ IiL , . 17,A) I.-- , _ . " - - H., - - I - - " m. Oki ci, 1"CE, F, � �_ -I �_ AWaI M - - -_ _s. . (_ "HIMIA, I L.
<br />- IS '96 EFFECTIVE *I)TH) - . - r��25C^-i - =1 - ====__� __ - - . . . I I - I --- --- ,, . --C4� - Cm LICNIPAE - 1 2 - ..'"Man.I � / Il� 4 I - ,/,- ��i-�/A: - Cn
<br />- - -1/. ,/r-v;=�� - I I i . � . - . I - _-T, - - 1, I `,I - .) �. . - a, i ;I __
<br />�� ___ is, - _i��_;,v � --rat-77, -- - : I - _
<br />- -6 I/.- - I-M- 7 - to I.,
<br />I 11 ..... . - t�4.�_�W_ I I
<br />I ,T v : ,-- ,. r __ - - IV PC
<br />� �
<br />- �, I ". . - I .1 I IL -, - --- - .� . # ,,, - __ `aMWX, - L 1 8 / 1! i -i-i-01. -V
<br />cc I .r I . - , I -! - - -�-owe I L I _ iT �, � . ;1 I - L - -
<br />� 12 - ( - I I I �' I . - 1!� __ ___ . - - I i .. . I - I:- : ,--jT,t---4 -� - \ _1__j
<br />11 :��_ I "0�1 Ill I , T2�7 1. - . - - .. .4 ki - -
<br />I ,
<br />,3 - - 1 3., O* - - 1 3;IO - l I i � :1 ; I -- � I�I . � , y= IP I I - _�5 j
<br />� :., I � !! I x I � . I i" . I . I� I * � I I I �' - , � � /�& ,;� " a)
<br />I p, , I � L I � I ;I_ I , I I I . : � : : "
<br />I I � : 1 : . I
<br />. I I , � ; . L I : I -
<br />1 TYR 1 1 1 1 i 1 1 I I : i . � . I � i . I I : � _111� ! I � �= ; - / I : (D (D
<br />. . I I 1; I -
<br />- .. . I - - � . . . . I - . . 11 ; I - I . . w." .
<br />0 -� HEMMED ' ! 5OTT I i! 2,500T I I I . I i � - - ; : - A, I - - . � I � I � - I I I I -, � ; ; I, � /- - .1 = RTLA. I A -
<br />- L
<br />� - � . .. _. - i� 2 5DUT L 075- � I I : I ; I , � _ = I ! i *§ - I --- -,��',
<br />- _�I_G75 :, [I � : � L � � i : � L � � 1 ' L � _�j i i
<br />r .�' " I I . I kL/ I
<br />___\ * , I � I , I - 41-
<br />'.., 'iD. j� 2244- li TYR
<br />I . L' , I . . � L . . I " 4 *LI I � - __ 61% -L' .__ ___ I I I - "11=11' I I- T Er - I - r
<br />I so- � . I i 2 2-4' ! 7 - (CM ;AW6 * , � '� - - � � I " I I L . J �, I
<br />, / i . . I 7 i , I ,�- I A I P..,e
<br />I
<br />L
<br />-
<br />" '.1 G4VASIZED STEEL �, / EDGE I 'I `� I I I � � I - . I � M PASEQ ! \ �64, X� - I --- 7 I if .. \ -_
<br />I jk � (_V.0� PANEL) 1'� (Win"", INWI) " I ForrutIolt ;,IN,c.) (Cm PANn.) � (6,� PAAiL; - I i ,(LNTERSO� PAWL) 1 F (W;t" PANE61 1 FENnIB,oR 44w�� ; "' : - 11 - . -
<br />.
<br />2,0DO' O Sp', I - ,_ / , - i . - ; ! i � SEE . I L � , I , , I I I I ` - - - (7) - I I
<br />I 11 -=U. ',,. I , DETAIL �j , 1�1� � �,.), I I ! I I SIT NOTE 2, 3, . BELOW SEE NOTE ;. 3. 4 OELOW� SEE WnE 4 : : i i ; � ! , SEE %011 2. 3. 4 BELOW I : . . L ! , I
<br />I MOTIE Z 3 4 MOW I L i I .1 . -
<br />�- G , I , - I . I ! I , T I � I L GE'j � l�, : ", � 1 4 � � -- - I i 11, � 50 � U)
<br />I ; � �� I I I i : . .i
<br />'
<br />I", _..,__(,, " L ,:A) , ' _ I Z�* i � ; ? _- , '-- I I
<br />_____11 , , I L___ ) - I �0) , . J� � I I ; - --:4 L 1 , -
<br />I, I I ; 1 , , � � ,-� - �.! (i� i �1 ,,, - -*--a
<br />11., - . A �`=
<br />i I I - - � 1 48 IF GRIXTI�� 'III---- - . / � �_ p , 7-- _____�k, I I 1 � 4, 1 III ? , . , � � � � '. I I � L � . I : - - V,. 61 I + i p -1--i
<br />,
<br />j L ; I . p I L . I I � I I- - I - � � "I I I I
<br />I : "I . . . I I : I I I I
<br />- I - _( 'P, � � I I 1 � . �� , ,1 - I � � � , , , I � , � I , ---t1741:!J;v n I. ; ,_ I I I . - � ,z,Vkr. : : I ; =) m
<br />- 3bo.- - - 11, I . I I 1; _!411- I I I I . � � . I
<br />. ; \:� : I I I I 1 � I , L : i 1 1 � � , , � : : I I I I A , - ---C I i i3
<br />,
<br />- I � � I -- C
<br />I " . . 1 , � � . - Mv 'L" :�S ./ I 1 . , I I I ;,Ill : , ! I I I, 'Ar .~�' JI, _. I ;
<br />6250' ,.150 ' S---2470- 1 '� � � : I I I , I � 1i -
<br />W CALY . 11 __
<br />,� - / \ Ioiv � .
<br />I
<br />- MO* 1 . . 1 I 'L . 1-in
<br />� � : 1 1 1 � I �PM . : 1 � -1, IE, : L. .-I . ,�_
<br />Q. � � : � . ! I I I I I 4 � � - I 1. � I I : - , I I � 1�� 5' 1 --<71 )
<br />, ,
<br />(1) STORM PANEL - 2 170* - I � : I W-0 - -- � : I � � � � � . I . I . --l- -_ --i- __�__:: ,-, , ! - _____
<br />I I I : 4 I I � �
<br />I � I � , � : . ! - -1 i I � I . EA OVER,q I . - ---,-,- - -_ �, >
<br />- I . I - ` -,--- - p - -,
<br />� � , � I I L . 11 � . , I, I , . [, . I I � � L ,fl '' I : , � 1 � Is � -1 � I I � I I[i : F/ �
<br />40 % 'L* r I I , - - I � I : - "
<br />. : � , � , , i f :
<br />1 1 � I I I ; � . I." , . � ' - ' L ' I � I ! I � . 1 : I � 1 � I 1 � I I I : I - � Is
<br />I , , I I I , � ,
<br />: 1 : I � I L I ; � � 1 1 1 - � . : ! , I , � - � 1 1 � 1 6 � : I 0
<br />I I L ' L � ;I . ! i ,� -_ - i, ��, 1 � I t
<br />,�, . I � . _.. i i . I . I I L I � I I : I --l- I i "
<br />,�. - . 1 - - __... - : .t ScHtml j I wt SCHLVVI I - I
<br />_.� t__ - - - I - - _ -_ -_ - -- I .� I 1 - - �, g
<br />__ - T 1 I I I , i -i I _11--t, ! I -i- I -_ I
<br />T 1 , � . _ii ,L' .�j - -i
<br />� 11L�11_1- _j1_ , =1 t I � - - 1
<br />iti � �
<br />-1 -_ - - I =_1 �7 - L - Sent, 2. -, - SHOT 71 . -7 j � i =,,
<br />. . I � I _. 7�. - _. - - 1 __ - .- -----. - . . I �AWLMAIT (Tw) - TOP W� L I ! SEE SOMETIOU, i 0-
<br />- � NUT-r4www 1 - - - _iu WFrL , '. -, I L
<br />I ' -.1 -] . __!_ � : !I/.,.,.- � ME : 1/020�3 ;
<br />� FOR W, I
<br />.- . - I 9 SIT "'Hu"Al I - . --
<br />PANEL'S END 0P I - SEPMA"I'S i - - SCINIFUT" .
<br />, - "a. - - - MR, CONCRETE IOI,C-ORS SCE BELOW - - __ - - Is a- I � 1. GLASS . SICEI at - - W` ` � F-RON IBMCE�, ,� : , I ,
<br />.1. W;1 WAY BE LOCATED, I - Q) j�o&%Aff,--- !I : � . - UPOW1,04 J, � sVCWAP �
<br />III/ HEMMED EDGE I __ . I , AT END OR Ir :Sw 5 " k -1 __ �,
<br />(D2 _ ___,,_._ : ; 11 i
<br />I I- - - - -SIGPEDIALE DIN SMEEF 25. MR WOCID SCRIAT-, .,, , I/2' I I . :�_r.,_.,, 9 0-
<br />L' 1 �50_z. �_ 251u' : I - : ,_,r. . , __* : - --- ,�� -
<br />- I . SEL w SEE "C".14 ON SHEET 26 WTEF40R PAWLS ,1.,. OVERLAP I I To GLASS � 1
<br />�' -1 1-o". � I - I I - I 3 III/ aIiI vo(j) @ _15._ : l ;,, � I , : I I/rAo/w g I I
<br />I 613 I 1 Im.... IT 02 OR (D I . * LAST PANEL C) 10 BE INSTALLED A' EACH I j : i ,�' N ; - I r - I I t w
<br />� ,,-:�. - , - - LAS7, I'ANE 0 TO RE ImSIT OPENING ALWAYS K ,-I I � - I -� R, I I : <
<br />I . � � " , to ne I - : REM HANDLE TO FACAAAT =141� i : 1 , I I ! , I i : i I !
<br />I -1 � - TYPICAL ELEYATION FOR I JES 2000 I _ - mrz. �E� I TYPICAL ELEYATION FOR S I , ! � - , ; ; �
<br />li ��',�_ � , � �, r R HANDLE TO f L91E = IF 1.11�0 10 BE INSTALLED PROW � :
<br />I - - '25, I TO BE t, sW I � -4 1 tj ::��: - 1� -, 11 I . -1
<br />-, I I 1 '25, EL , SYSTEM ,F INTENDE TEm INSIDE OF STRI.ITLRE ; I 1 4 1 I I I � v I .-a
<br />" " �.__ . I - - - - `iS,OE O� - -_ ! , - i . j§ I I i i I I I H I _. I
<br />I /' � ; ;
<br />, I 0,250- � -- ___ il 1: SOME 3/32' - I' ! 0 -_ SOME 3/3r - I- _ . 5 1 1 :
<br />�, HEMMED - I - .----A - I . I .. - � I I 1. ;� t I
<br />,:� - Q_ I . I _'1--_-----�_,, I i � I/." IIIIIJI/.. .. i : � 0 R I : �j jj .1 I 0
<br />, I �' .I 7W" I � �
<br />.1 _�/`, - w - ./., - �1_ 114, 1AH GAP - ; . I I I ./ 7�rv., - L (,i", - 1 � 4 , .
<br />I � -.1 - , I - I I � .
<br />I , , � \
<br />I � 1P I I- - GAP -i I I § , �_ I � � � 1 1 i �� i : -�-, - =3
<br />,
<br />,
<br />- � -_A - __J7 - I � 0 I . � : _ i -1 it i I W
<br />J %_ . I I : I . ; I . �, I ,
<br />.
<br />. - �_/ '-, A \_ / 774*'� / 7 7 \ / �\ / \ / \, _/ 7"'KI � 4 I I I jj I k I
<br />-, : I . I
<br />ISOMETRIC VIEW DETAIL A � � 2.000- , � . I ` \-/, ��_� \--/- - '_\,-Z-1 1 : § � T j I I . I � - � t I .. '. / , I 11; �1 ! : I I i I . C -0
<br />. -'I' . ��' , - I 4. I -, Z�
<br />2 Doc" ' : ' ; (1 " ( , IN-/ C2 4 1 :: - 11 . . * , , I , , �, I I
<br />ROUNDED COB OR 0 ENDS OF PANEL'S � 1 ,q 121- ' D, �7�(w (3) III/ on W/o (g). Q) 9 I , I : i : I , , , i _--i 1 i
<br />I ' - a ! . I � I ! -,, ,-,� I
<br />I ER,MTE: Uac"TON 1 1 , , - I I
<br />. 2 (Al .11 I . � I
<br />END uPNw/ HEMMED EDGE . . I 'SD : I - ', END 1AW,5I CO3IaPT', : .j ( - i . I ! I I 0
<br />�_ I SECTIQN A- � 1 ; �:� 441- I
<br />(N T 5) I I I _; I I __= 125' SECTION 0 - , ! I = I I I L� j '. L _14- 1 L
<br />I-- � -25CF I IOU 3/32' - I' NO so" vw - I' - k -.1- I " - I mlsai I ____,a. - �__ __ - I - J, - .,..., / i �, L_ -_ I 1, -, L_
<br />W,QLWCO i L�� : �, 1 _1__1__T iF,;�- . I - 1
<br />___2 000' j I (Typ-) - 5' M.,, - (1) XF2QQb_QE_.U&E5._=: L - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL - ----I � -, � I I - I. - - I - . /� CU o-
<br />(rl TRACKS AT TOP & PANEL-11 PLUS OR 15* LONG 1 -7, r : - \ �V f :�Ii TV.; ILIAC. -_ _'�_, . *_.,.�=.�'.
<br />(1) DEFW404 Of SERELS AT -1, -1 �, � I I I I -1 I :i�, /��_ -/,. I ,
<br />I I ;�, I . V, .. T- nm, .- 15� , AWIWAPA
<br />_2= t - 7ING OF PANEL - BOTTOM W1 PANELMATES � ,15 W.- -
<br />,2 1,104 STORM PANEL SYSTEM CONSM , I .� I �, --- aAaRDc, �\i
<br />Co, TRACKS IOP & BOTTOM, (2) END PANELS SMAIJ, ALWAYS BE CON� 15 1 -0 ..- / m - /I :1 xr�-_"O�Xl "/._:PI�p- l/..-II/ -
<br />"' " DO . I , ::�_ TIVAInamOk E_
<br />J" TRACK 2*x5*(Max ) ALUM, ANGLE IFC _/
<br />I 9 ��KIG SIU WALL By MEANS OF I Iis .plrolw
<br />LS SEALL ALWAYS BE CONKICITED TO BOTTOM TRACK OTHERWISE A STOP RAP `Y ' IRACK AT .111, END PANELS � [Par - - . CRT W,MFPuU` . - I mak)
<br />-A" ' "" IF `SE`F 7 '3132, 1 - - " - sk WAP � MAXY n) -\-rr,) .-"!Tl
<br />(�) " 05 P I E�/4WER (�) (2) JNOSPANE PXUIAII
<br />, S BE IONNECTED I. ./ WIJ412`6.3/1"Z� ARTE I IRUM) k , 0 a)
<br />HALL 91 PROVIDED AT TOP OF SUCH PANELS , " wnm� - - _+ , , - - s'
<br />6061-TS Alurn. ALLOY - WING NUT OR 1/4-0-2W "'Mm. THUMBSCREW Mf6'TZ40/1�(EXCLPT AS . - .) I I ! I I WALL AND DIRECT MOUNTING INST, (WE ite"XIM __ �i. J At oa,kx,ws,�I U)
<br />- � 125' (.3) .F END PANELS ARE CONNECTED TO qOTTOM 7RACX, CO"EC .ON SHALL CONSIST OF DESCRIBED ON 40TE (3) ELOW) 1�1` . ,A - -I 0II",
<br />I/.' -20.3/.' MS W/ 7/8'ft3/32 WING NUT OR 1/4'0.3/k' W, 'L,IUM85CRF*
<br />Cl INFO%PPED BOTTOM TRACK LOCATION Of PASPENEAPS MAY BE AT EITHER of IWO (3) FOR CASES WHEN E-40 PANELS ARE USE JOINTLY W/ 15' L q) SAT WALL MOUNTING INST, - i SECTION 2'
<br />EXTERIOR FLA! FLANGES OF END PANEL M BUT END PANELS ARE NOT CONNECTED TO IBOTTOMI TR-$ , TOP BAR I SCALE 3/8.1- FLOOR TO CIEIUNrj MOUNJINQ INST BUILD -OUT MOUNTIPG INST, m
<br />(ro TRACK SECTION I I I
<br />S'AL . 0 i
<br />I � ' BE PROVIDED AT TOP OF SUCH PANELS. - . � I "
<br />t i (4) N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK I— A STOP BAR SCALE 3/8-1 . I am" SECTIOtj 3 SECTION 4
<br />! � IS ON Y USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED 10 BOTTOM TRACK (I) FOR INSTLAULATIONIS WHEN END PANELS AND SOME WMROR PANELS ARE EXRECtLi __ v i 1 � _*1 SCALE 3/8-1- SCALE 3/8-1- m
<br />1%11y I � I
<br />I I I - I I I MOUNTED TO FXSfiNG Sla RAUL X24S F PA1A%L;:TZ. ONE WIER;OR PANEL N - ?4 . : -7 - "
<br />; 1 _mm__7_ ------:- � M,W.W.414 US NGI SPECS NDICATED ON NOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS 800
<br />, I I : � I MAY BE USED JOINTLY W/ TRACK TPOW I, BOTTOM tWx TO WALL ! ! / I L, _ :� I - , CIMP AT w AS IV ,,%Ill.. 11,11,14.4
<br />I TO BOTTOM TRACK MAI QC�.UR At ANY PANEL LOCATION W/ PAID PANELMATES FOUDWING INC SHOWN ON ELEVATION AND W1 /2- �' ___T_ ��, _., C, To � N
<br />; Sri (F - 11;,P�..:,Nz;�
<br />i t , Z"�" (5) SEE SECTION 1'. 3 & I ON SHEET 24 SET ANCHOR SC-1DLJL' ON SIEEI 25 1AP EDGE DISTANCE FOR THISTCAS E,
<br />I', , . I ; l 055' ('I" ) Z0T,HNEEQ To 0_1 CONNECIED 0 ti = :=L I=.- Y,x/ vz,";�IzLLE, ���' I,--- �!�) .1 - . ""
<br />I p ; .111"ANILN", I -ALAPOS TYPE s", Vel" 21 . , -
<br />I
<br />IF, " �l E, : _!kj;;4�, ,To TE -4� - � T � � 'EM _ �," '*�.--`vNC ftj�--.l�%. uj
<br />i -I � kCEN,gI;-,.�� ...... I T JC ,F 1
<br />8 ; � �4 � I /�,- !� �: "�\ E.O. �tl ADIACEP41 PANELS % E LEF7 & RIGHT SIDE OF TEREQR PANEL) HAVE =T,i s, a C,a *10AREINESTS =
<br />0 op - N
<br />'. I I �� -j- .. - t
<br />. Ii9l � �,�,) I r'. q)
<br />I S '14� RLAPS RE7AJNED BY � 4F I*
<br />IS ii� ... ... !�i, !! , �11 -
<br />I �L L____ I I �� L____ 1 : .44167 ": S .... I, i I /I . 2
<br />jb-��!,, . - �
<br />,
<br />Pj t T T_ :7 1
<br />T � 4--4.1
<br />-\---'] "
<br />_'__'_'___""
<br />"' ' �� I
<br />, + ' 1
<br />7�) 41'1
<br />1 " �_,C5 lL
<br />i � 11 - t
<br />I
<br />I I
<br />__ ____ It-l",
<br />�__� =I,_�
<br />!
<br />77���
<br />Z I , I I,..,,, I
<br />I
<br />I I
<br />I
<br />I
<br />i!L jJ-1__ 11 -, I �
<br />I
<br />� - FLORIDA BUILDING CODE (High Veto Ity ,f::J�...-` \r,ENS Is FLORIDA BUILD-1- ---- "" L '- - ity ". I � I 0 i � 2 .: NO, 44167 I- I
<br />, ____, I *: city HUT cons Zone) v 0 _1 cons Zone) I -I'- : TETI, A 90I W0,41"Mr, = 1: . - FLORIDA BUILDING CODE (High YGIOCity Hur cone Zorie)j <
<br />- I - 7SO. - . - I COW*.= 1. - AM, TO BE I
<br />�
<br />- i 0 i � . I �r -9
<br />� ft',cs. INC rp z ' - `=Es IXIECC. - . m I `W�r*m, � - z `=I MIT. - 20 GAGE GALVANIZED STEEL STORM PANEL III
<br />i 1 -'a " .� rATE OF �', i 20 GAGE GALVANIZED STEEL STORM PANEL = " No. 4 167 - - 20 GAGE GALVANIZED STEEL STORM PANEL I __
<br />-
<br />: 11, Ft� . 04,Wk &
<br />- e, � DW_ IS, AL ' 1 ,':�`-. STATE OF I-: 'T z
<br />- - - - * I , - - --I I 0' A ..�� IF
<br />-3, Mo. t �p *,�..., MO- � . - DETAIL I I ---
<br />"o, .�-- - - i = . __ I 11 I
<br />, 1, � " - . _`1____ ' A , L____� 7 - 77 777 l ,� -, � % " R', 4, WA
<br />", \ GLOB& PROTECTION MDUCTS, . ""'" � I - . 7QZ F I " " , I GLOBAL PROTECTION PRODUCTS, LLC .1 07/u/� �- 1 � - , - _� . ...... 0! ,,iI,, I, GLM "'"'"" z
<br />Liz ., , ,q'. STAT OF V`q '. �,_....., 11 L PROTECTION PRODUCTS, LLC.
<br />,,, , I* 11LIECO... - . 9', / 11LIECOomic SCALE 1/2' - I' VIEW I ,�, r S .
<br />(2) 3%3"Wex.) ALUM. ANGLE tj) STOP BAR " 6,4, ,� �I:���, _1�11 4 _\ ANX - 51 STRW , less SW 5 v E ,00 11 11LI - -
<br />I I* LONG "U"I /1! - I TILAU, � a EAGION"WING CICWW_ OA.I. I ,- .. I'l 0 I'D'I" ."A CAME. FL '3EW�� -41 X 4 QOQ $1. 51 ,5WEE7
<br />.... I. - - - .. WA - - " ... U'51 X 20-176 ,b it,,,�,, 04*WMW COWAW I- 4", , I- S�01 ... 4111 - 'I- - s""" ` "U"
<br />� AX, ,=__� .. AMONE (_)w-_, FAX (PHIANW-11"17 20-176 I � - - . - - __.. XP. p,,OSE (�Nvk�7�, TAX (,l,MSWk_m, 20-176 <
<br />SOB -T5 Alurn. ALLOY - - - . Z. ae, .,-,., ,,, " S �;,;,. -.��90 ", 1. OWNI I A-,_ - -I'....,
<br />,3 � "KNIc (05,I)WEL-I (-)�m, ,� -, , I, - .
<br />_,_ .1 A, - - - �
<br />_� 11 - - - . L YR. FiLut I n I -���� - - eMan",W.
<br />1 "�" TT!!--" -1 SC./S*..,_/DATE _j
<br />�; :R� DAMPSil .. . -.- , I
<br />I -r &tN/�`aM,`IRE/o"1 I WALTER . mlIT ,,, ,E 1 "INp,`F,Wf,;,,LA"`E`,L �/Ma,IIll.-EAkUT - ,." CRAWN& SP
<br />I P,C - , IIMLIZA A -1 .. .E
<br />-
<br />n' W, # -0, PIM41 gilp - , "m m a a - I - I - - PITAKPA LI I .1 I i - I - I - - I.." a_
<br />I - I I I I I
<br />SHEET NO.
<br />SH 1.2i
<br />
|