|
<br />+EZI/18,
<br />EZIW/18 ANCHOR$
<br />- - __(Mf SECTION EZI & ALTOINKIKE EZIS AN SHFUr 181 - -
<br />-3 RVA - _1� - -
<br />': Fit- - - -_ "
<br />1� (SEE FOYE 2) � ./Ud , (SEE
<br />ti, 91 Nolt 71
<br />i
<br />r -X�' sins Z_ __ - - - - - ___ - __ - - __ __ _____ - __ - - - ,;I-
<br />0 E-" END 'IT- __ --- _ ___ _7 - , , - 9 - �LtFL-. '.. ..".
<br />or 7, - - , - - __ ., - . __ - , _____ - _ - --- 1�,, RYE' I - �_I PANE_C-� -I-- H.- th".1. z _- A- ='�_.� O-k IINL, - AL*Af� TIT
<br />1/;w � �i? ,? ...." ? I ? I � ,?, - . �Rf�v,__'u W, ELI!, "A'sZ.-C 7', 'f, _I`A_ �-6_1 _-`,�A ;,- 1.`ENH�
<br />jo� ' 7� i r— r--__!?j7- T- —0- , I -, ;• I, I
<br />1 1 � -•I R
<br />.� __F - . I � I 1_j ��, :L4`ALL�D -,,,- II 01� S-NU_T�pl:
<br />, I I
<br />I",
<br />I ; I
<br />r I Z
<br />�I I I
<br />! � i I - � - - � � I
<br />L � I . - I : 1 1 1 �
<br />I ,. ,
<br />I I � r I � 7 50% � -;,A 41L1 2�.CC F-Z 'W�', SP- •VINNEL "51111
<br />-_ - - T� - . . - T 0! : I F ,,, " il� .TFIIN� - ,L�L
<br />,"MR
<br />I : _
<br />� T_ . PIN_E_� VNTEP:i��; PANEL: � NI � F, QR I,Al&1' � ' - u ljL PANI.- , .., L -11K' 'C4P a ��.Llm
<br />I � I(N I PAM � :N "MR � �,�N�JJrI,i(
<br />I , FEND PW i j .
<br />I
<br />! i , I � . � 11 r I Q� ENFI r�Nt,� '�rOA� 1�_V,A, I f4 .'i NNK ITIT, - '-Cll; 1 , I H
<br />I I S" 1,10TI1, 2. 1. 4 : i : ! � i i Su ,IcTi ,3 � .I � - , �CI;
<br />,_"OT 1'46ill, A �!,Ilr "AF (�� " LP. -L "Cjr , �I � I-` , "AM 1 �__ i , � 1�,P,� , 1, Iis *: -:1 i , ', - , " 'it ',',F,I -f,10 I 'I :',I 4_.�NY �0,A_� -PIN- . - I-- , ar , Ea ' t, � � " I , ,,� IF I AA� i:, - L I
<br />_� '�
<br />I � q
<br />I . .
<br />9 I - ' 1,
<br />i* - I � - - '
<br />.. �,:L. , , ,� .j� �.,.�"r, W., ".
<br />!I- -ru. �_,L,� . ,',-' N � . 4 1 J.4SC4fll IN! � _�P-�L, E�TT_ -
<br />- " - � - "I
<br />. - , 91z,�� rA_`l L C-'A' N _F FA-�_ir'�,P' U -L _- I
<br />i 1� I B. i, 7, A �j 'a I AP T - . A EFT�ER �'
<br />�
<br />�
<br />�AT_L
<br />- ,
<br />: : i r! 5F�,��-. �, NIT"tCArLE 1,r " r�A: � _ILX[ � . r : i.;: AN_.
<br />: I I .
<br />i i I i I win
<br />I - - - --
<br />� " . . A - , " .4� - ��-,11 .--F; IC -- . . 11 I'AN.
<br />- I � -
<br />u:
<br />�
<br />.- � � - A - , - � - - -- -N, . I . . . 7 � , I - A- � IT - 'T - .A, z , , - ! � �[(� A 7-� .7 1 LA I
<br />. i ,A.,; � 11 I HA'I, -I -.01.%%E, ,-1t, ., v.07 , � -!�A�� _� -; _� -_
<br />- -
<br />I , �. " , , I i T%D_A` -I Dli N, iE ;�� AiF,_,'.'r % SL(-' ,'.Z� � L,Nr.�,--'
<br />- - - t-,-,-4 j- -_ � . T I I -• -�p " -?A) ':";'L ,__N� At I i , � [ � --r- __ I . � , I - . I I * , , i I I i I ! T : 1 I I ' 0-, - -- - -�� U Tf', A�' - ." � �_ I .,
<br />i _: _j - L L -1 _J - 1. �_ J, 'i - ,� , -1 � . - -_ _J _J � _' I _: � _j - _1 1 -1 -1 -3 , I I I - , ��' ,
<br />� I -
<br />. J - -I - I- J - L - _j _j -I � - - -I .. L . ---. _:� L,L - __ ___ I
<br /> - -
<br />I
<br />I
<br />. � I ___ . . . . . . . .
<br />, _ - _1( . - - - ____ - - - __ - ___ __ --------
<br />,
<br />I
<br />I
<br />- FE ,( - - t 1.LTA,_.NP ,'44L.( ZAL , "-- Alf:::
<br />., � .,
<br />,,- __TT I SPIEL11 ,,��' _C . 'C , ,,,,
<br />,� 3 x-.-�(_1,, AV,,- - �
<br />I
<br />- I 'SPIT SEC!"Al, ED & "IbRNA"I [111, 10II, SdIE7 Is, -
<br />EZI/18,
<br />EZIW/18
<br />TYPICALELEVATIONFOR SERIES 2000 E-Z HANG STORM PANEL CL� SYSTEM (t)
<br />LCAL!L 3 132% 1'.
<br />. �.. .., �,
<br />2.!;R1*'LMN, NVOAFT , -
<br />I
<br />I
<br />I
<br />W� t1-1-1,I) - -
<br />-,
<br />il.d / \_7_7777r7_7\7\_/N,_=
<br />II iuutw , I'
<br />T, SECTION A- ...... I. ... 11 ......
<br />�,I;;?
<br />, .. - ......, 4___1
<br />--- Y M1.,;I Z-)
<br />/.'� ` EN,:�_-,. �-,. FLORIDA BUILDING CODE (MITI High Y440cIIiy HUY
<br />- . -
<br />z . -11 - �_ -
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />z . z ,,�, R.
<br />44167 I. �
<br />1
<br />2 1 * � __ I "
<br />S * - AT , ' ' -- __7____� \ GLOBAL PROTECTION PRODUCTS, LLC. "7
<br />S � - STATE , I/ 111MIECO,aic \
<br />— A, —
<br />,-tectI911A 1�w = ,Fit . C40MMICIERMUT CD-AMY TAVX�, ` ILLSi.
<br />, _2�- .. I . . - - , "'. ". 1. i "AIN*�.- 20-175
<br />, � - I. - "i"INK ,_
<br />- - �,.� - - -
<br />L-.--.-.- I
<br />,-. __
<br />I 1, - It ,-*.0;4_",i4.'iV"t -rn �sir�,
<br />----..�.�------.-.---.-��,-�.---- ll� I,- 112 �, I � I � I R�1: i i-- i -
<br />N. F 9 , i I I SHVr, ,I . I$
<br />—ein— E N (�- I NJ F E P I r\J G
<br />W -
<br />ENGINEERING EXPRESS a
<br />PRODUCT EVALUATION REPORT
<br />Sememper 15.2020
<br />AI;Faficatlorn Number.
<br />17889. I - Rwl
<br />EX Protect Numbou
<br />M31543
<br />Product Mantifectureir
<br />All Arrievicen Shutters and
<br />Manufacturer Addirit"
<br />1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name & Conscription 24ga Galvanized Steel Storm Panels
<br />Large hilksalks Impad Resistant
<br />Scope of Evaluation:
<br />TIES Product Evaluation Report FIT being issued in accordance with the toWwomOnt5 of the Florida
<br />De"th"Fam Of Business and Professional Regulation (Floaxist Building Cominassion) Rule Chapter
<br />6IG20.3 005, F.A.C., for statewide acceptance per Method l(d). The pro dudnoted above has been
<br />tested and Or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Ed"n (2020) and is, for the purpose Intended. at woost equivakhril to that required by the Code
<br />Re-evaluestro of Pus product shall be requited followin pinbruird Flonds Building Code modifications of
<br />fevisioria;
<br />Substantiating Data:
<br />A PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 020-31543 Ittled "24ga Galvanized Steel Storm PaTIFFIFT (MVHZ & Nm-HVHZ)' sheets I -5
<br />prepared by Engineering Exp eass. ingned& sealed by Fmk Semuerdo, P.E is arimlegrall pad ofttws
<br />Evaluation Report
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested mappordanict, with TAS202 test standaids per Int
<br />neport(s)ZT-ASti-17-001 by BlackwaterTesong. Inc
<br />Large missile impact resishanCe and CyCk loading perlormanot, has been tested in accordance with TAS
<br />201 and TAS 203 test standards pot test teport(s) 987-ASG- 1 7-M by Slackwaltei Testing. Inc
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural *ngirriming Calculations have been proposed ~ evaluate the Product based on
<br />oomparefive andlor National smatinks to quaw The folilowaria closigri criteina
<br />1, Maximum Allowable Spars
<br />2 Ailinhinurri Allowable Spans
<br />3 Minimum Glares Sepwahm
<br />4 Anchor Spading
<br />160 SW 12'- AvEmut SUITE 106, DEERFIELD BEACH, FiOPIOA 33442
<br />(954) 354-0660 1 (866) 396.9999
<br />TEAMjNIEftGjMFRaIMOFrPRfSS.CoM
<br />ENGINEER INGEXPRESS CON
<br />-11 -
<br />I'll,
<br />/-,,.. __1 I-
<br />_
<br />=�!-���
<br />W$O
<br />ZrAlli 'Al
<br />01
<br />etEN1Slr,'EEc:::!,1NC- Page 2 ,If' -
<br />All Amer :arf Shurteri; and Glass - 2-4ita Galvanized Steel Storm Parick
<br />No 33% Increase in allowable RINNIs has been Used in The design of this produd
<br />Soparation from g" is not reciOred for installations outside of wind itoris 4 and essential hichhes
<br />Impact Resistance:
<br />Large Impact Resistance has beer demonstrated as evIrdenced in prevtouRIV listed test reW(s), and a
<br />accounted for in the Engineering design of this product
<br />Wind Load Resistance
<br />This ixoducl has been designed to (@sW Wind loads as indicated in the span schad"le(s) on the
<br />respective Product Evaluation Document IT e engineering drawing)
<br />Installation
<br />This product shag be installed In stict compliance with its respective Product Eintroobon, DIAAFIFFINII it e
<br />engineering drevoing) along virro, at c4ritiponems noted therein
<br />Product comporrems shelf be of the marlarral specified in that product's Paspectite Product Evaluation
<br />Document (I is artIppearring Showing)
<br />Limitations III Conditions of Use:
<br />Use of this Product shall be in stric, accordance with the respective Product Evaluation Do meat (I a
<br />entimisefIng drawing) as noted heron
<br />AM supporting IINASI structures shall be designed to result 60 superimposed loads and Straff be of a material
<br />riled in this products respective anchor schedule Host structure conditions Which ate not amounted for
<br />in iris products respective anchor schedule stullitie designed for on a site -specific lasaiiii by sivigisillotod
<br />prokswunal engineer
<br />AN Components Which site pirrinationfly Installed Shall be protected against corrosion. corkamination- and
<br />other such damage at all tonnes.
<br />This product has been designed for use within and outside the PsCh Velocity Hurricane Zorve (HVHZ)
<br />Respectfuliv,
<br />Frank Bennardo, PE
<br />ENGINEERING ExPREss'
<br />4PE(xRth449:Cart Auth ,488II
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, I'LaftIDA 33442
<br />(954) 354-0660 I (866) 396 9999
<br />TEAHIRIENG!NEFRINGEXPRESS CQM
<br />ENG!"EtRINGE.IRFSS CO.
<br />" f
<br />�;�
<br />-,_�.,
<br />1; ".."i, 1� ♦, I -
<br />I
<br />- -n:. :- _ I �111 - �w-- 1-
<br />- 11 - I -
<br />.1 , --- /
<br />I 1
<br />
<br />
<br />If.: �, " � " :
<br />- __1_1� - .. r-,
<br />.'r-1 'O
<br />— Ll-
<br />Aftarres; ,0%=Fs
<br />,
<br />T.;:-7 - I-
<br />--i-11 -
<br />7_1 0 ""'",""",","I
<br />W
<br />_
<br />"M�'
<br />,"
<br />,
<br />AMIA400H,ft , .14'... . vih`,.. n�_ A# TV -1- -;;am- x Lis'. MI-11- .1 - : U'n_
<br />'M ,A-' x
<br />- I, 4� — WVIT -
<br />"
<br />iz0 _�7/ 1 I--
<br />- - T - "_-
<br />A
<br />F -
<br />_...
<br />,.;;_. . �
<br />� !l , .,
<br />,
<br />.1
<br />OL -W-,-,, .. ,
<br />_�
<br />� ,,, , -1 I - I
<br />I'-
<br />, . ,
<br />- � �-
<br />1 . 1 -
<br />L
<br />\0 � A
<br />I -
<br />;N1I " , -
<br />F-2
<br />�,
<br />-
<br />"
<br />"L
<br />LL
<br />-1
<br />.
<br />� e
<br />.-
<br />1XV. . M.
<br />YiF`_ m .--
<br />— z
<br />n'!
<br />I-_
<br />�__ — --;,
<br />- 'Z'�47' �
<br />-, "k4wM
<br />I 1Po�--i'_"i'll"'F: 7111-- 1_'1—
<br />. ei_CCriAM:,tLODP NOUYY SCCIIDN C-,,4�A,
<br />-
<br />__"
<br />I I�t,.�,�`
<br />lav�_-'11_r.,=_ ,?_1;1111���, 11-11 -1-61r, 4: .'.x 0. RAIL"cowlixTRIN.... -
<br />.1-111-1-1-11 :-4I!,A`.1___
<br />", " "'�,;,
<br />�`.-�, I I I
<br />I.I.- - I -"I- .
<br />�
<br />-11 I --
<br />I
<br />1 11 �
<br />�
<br />.1 F_ fcii,tvl�,' -,��tiix.
<br />11
<br />,
<br />. " / ;�,j�L -
<br />, -
<br />,
<br />z/,///z1_1 ; *��-,!' -_
<br />'(*.I
<br />,
<br />"'
<br />1
<br />T
<br />111d
<br />-�-.]
<br />-1,111!
<br />�,�z
<br />—
<br />I �I �1�14�Imlnl ---A--
<br />a_
<br />1,Ir,
<br />,�I
<br />M,'7
<br />� 4
<br />1 D. �
<br />-
<br />. .
<br />3
<br />1-1.11
<br />a, rl;.V_,,,.,A.�,L-li.
<br />V
<br />`73'. F
<br />z
<br />n'
<br />-I `,.
<br />1
<br />), 7 ,
<br />"I �
<br />- a; 11�.,.".,T""
<br />- - -1
<br />�
<br />-
<br />-
<br />. a -'e.,
<br />�
<br />' . . 1� "
<br />� 4
<br />I
<br />. .5', --,K�
<br />U`u:;e1_: ,11f�l
<br />,
<br />.
<br />-
<br />o.
<br />1�11
<br />7, T
<br />7,
<br />I
<br />IW � I 4_1.�
<br />,i
<br />,
<br />III.
<br />N
<br />/
<br />espz�� M DPAIL ,"
<br />_ .
<br />i':v,d;t. .
<br />4W
<br />*."111-
<br />�_
<br />1 51� ftwffq?��-
<br />.. -I
<br />.
<br />11;.i11V11_11
<br />- , -
<br />�
<br />A�7�
<br />=;
<br />- , I
<br />1-11-11
<br />t '2,1.....��
<br />I I
<br />- I .,.I..:,-:,
<br />-
<br />..."-,
<br />-
<br />it;
<br />ME
<br />z
<br />INS TALLAIDN DETAILS FOR
<br />"
<br />SERIES 2000 E-Z
<br />HANG STORM PANEL'1_f,-,
<br />INTO
<br />�
<br />POURED CONCRETE.SONCRETE
<br />BLOCK AND
<br />WQQD STRUCTURES
<br />I
<br />I . ! i I
<br />-STING PlILY'Lo
<br />t I
<br />;
<br />7
<br />I
<br />I
<br />I
<br />C C P"If 114I
<br />co.cErIlf OLOCN
<br />. . -_% _X�
<br />�1 �
<br />I
<br />i
<br />REWIR111
<br />,
<br />. 2- n'
<br />-
<br />I
<br />.
<br />i
<br />I
<br />I I
<br />!- t
<br />�
<br />I -
<br />Z_. -
<br />-I-- - J --E� HEAR -
<br />W�Io_� ,�EAo At r : - .
<br />I III-- - ,ow -EK
<br />.
<br />I A.1-10, 0 12' C C
<br />� SCPV. I,' �
<br />, - - -
<br />FoGt � 1i
<br />. , .
<br />I : __ �_. _ TROD,
<br />I-
<br />:
<br />.
<br />0?,.
<br />1 i
<br />-
<br />I ;�M' ',5
<br />: , _F
<br />I r I Z
<br />I
<br />;I_ .. -
<br />44 I q
<br />� �� 4 � 11. I
<br />�cl
<br />I
<br />r D
<br />,
<br />-
<br />I Z I l
<br />U',, 1 . -
<br />!
<br />i
<br />I/ .i- I
<br />:
<br />.
<br />� - , �
<br />I : 12"'
<br />I
<br />I
<br />, .
<br />"'IMA%�
<br />�
<br />� � :
<br />'i. l
<br />A A ',W,% ,'.A IF - -_ ,
<br />I
<br />I
<br />. 1. =0!�
<br />E , , V,
<br />I
<br />I I I I"
<br />-
<br />i ,, 1'.T �, � j -
<br />A, I ,/7
<br />, .
<br />" FNMV�
<br />::
<br />�
<br />,
<br />I :
<br />LIES-1. r "ItI)PI!,11.11011 - _%I-6,0
<br />: '. ,,,n I
<br />Eitt"�Nl SIPARAT*N - ; (
<br />i -�' "'
<br />-
<br />I WIT, H
<br />�U.NUVI POP
<br />I : RIVAI
<br />rf
<br />,,,,c, _r To CLASS 1 -- ,
<br />- PART
<br />I
<br />11
<br />�
<br />0 1 r
<br />I -
<br />I (-
<br />! --
<br />I I
<br />.* ,r ,
<br />i �
<br />I
<br />� : �
<br />,
<br />I I
<br />0 1 . I
<br />-0,
<br />Y.
<br />�
<br />i�o- - U
<br />� o�,
<br />I I
<br />I
<br />-in LA,
<br />! I �
<br />� I . tl'KI .E,lcT- *
<br />, - - _"
<br />I Tv , I � "AiL JIGI- *
<br />`
<br />7
<br />G
<br />,
<br />�
<br />� I �
<br />- 1. I � I 1
<br />1
<br />P, ,- .., F
<br />I : - -
<br />I %S;EP�1lCN_f
<br />I? 10 GLASS I I
<br />! I 1,
<br />I I i - I
<br />,I I' - 1 N
<br />irAWfOH , j4'Z�Y_ Ri
<br />- , '� I C` , �
<br />it- ST,G I -1TL,MiBSCPF. � . I
<br />" I _�AR 5,
<br />P GLASS ;
<br />'C
<br />i �
<br />I
<br />I
<br />11
<br />I , 1..._.,
<br />- -
<br />,
<br />,
<br />i .
<br />I - = -
<br />- -
<br />I
<br />.
<br />- 'RE,
<br />: ,�,_-1.: Ar
<br />;
<br />11 :
<br />I
<br />" I !
<br />-
<br />I �k ; , �
<br />I
<br />I
<br />71----i
<br />:
<br />- ! - I - I I I
<br />- � I
<br />2 �11
<br />�
<br />I
<br />, a
<br />.
<br />� � I I
<br />J�2- .
<br />6 ".
<br />,
<br />, - 7
<br />",� - , , - ,
<br />i .. 1ESk_1.2L-1'��x___ A , �7,
<br />U
<br />. i I
<br />I t/2- I
<br />-
<br />U I I ��.__
<br />.
<br />11 ..
<br />
<br />. i ll
<br />�
<br />.
<br />l -
<br />, /
<br />, , -
<br />a 17' 1 1
<br />�
<br />1/4', 7�,M
<br />ANCHOR is 12' 0 C
<br />_, EA'SING 'O1LJRELT
<br />CONCRETE OFF
<br />�
<br />: � ,
<br />� . - 1 7 ,AIL WXNG
<br />�
<br />I
<br />CONCRETE BLOCK
<br />I j PEA)LOOIED
<br />�
<br />WALL k4QL*MNG
<br />RIOUIRED
<br />WALL WOUNTI
<br />L
<br />.
<br />,SECTION EZI
<br />SCALE 3/8=1'
<br />ALTERNATIVE E21W
<br />SCALE 3/8=1"
<br />� 9
<br />I
<br />I
<br />.......p ..... .......
<br />i I,� /�',,,%
<br />I
<br />�
<br />,-.'i: - .
<br />- - , -
<br />%_
<br />�
<br />- ,r, E N'� x, ..;p
<br />.
<br />FLORIDA
<br />NOTES,
<br />I NSTALLA70N ARE ONE( VALID FOR NIAX- A-S D DESKRI
<br />PRESSURE CRATING ./- 40.0 P . I ANTI 6'-O' MAX
<br />PANEL CENFIGIM.
<br />__
<br />ANE; - Pit, F
<br />_!
<br />L at I 6
<br />FIZ P __j
<br />4� ,. , BUILDING COCE (Nan Nigh V0100l: y F1UlLCr*
<br />. I
<br />- - � Itil, I..'- -
<br />z : NI. 44i67 '� � 24 rA,IE GAI,ViU0ZE0
<br />� I STEEL STORM PANEL
<br />- : * z
<br />..
<br />= * r 11, . z I I
<br />- - z ' I
<br />, 1 !:14� , -_ � , , .
<br />ii; L� �
<br />�� S)ATE I, Lr ' ' F`�f_" "' 11LIEC0401117 , IGLOBAL PROTECTION PRODUCTS, LLC.
<br />- I ,
<br />, I 11� V
<br />2.,ne)I
<br />it
<br />,ANR` Ti
<br />-
<br />V�_
<br />"IN
<br />2 FOR NEW WOO,' FRAME CONSTRUC-1,014 W"
<br />;,. 41)PIE;
<br />-1. �1, . f7, &Ai0,z_>
<br />T-i riPi- IF EIREWE"i- C- I - - , -
<br />,
<br />VEVBERS TO 8E SOU .THERN PINE N. 2 A/ 5�ECIW
<br />"I'll" ✓"'r,
<br />V�L ,4
<br />-
<br />�-',(,I� " " �
<br />", ;.�.:�,_ _.=,7� , ,",
<br />. - �.�
<br />, 1. - , I � ,�_ I_,AIM, j. It.,". ,,,,
<br />.--. - -_ -Z77iWMT-!!!�
<br />20-175
<br />DENSITY Of 0 �,5 OR EQUAL �
<br />I I
<br />. - VAIL , - ,--------
<br />"', .... 4�M;4)
<br />.___T____
<br /> " __ 7'
<br />, .- - 11-11
<br />j� he
<br />---------
<br />_ _ -
<br />.'Ll��111
<br />----
<br />*�L, LiML, ", t", ,,,, ,,,,,, F11-1, � I
<br />.", iI � �,
<br />I_____________
<br />V11mmul
<br />- - i �Ivll I W , -
<br />I MAXIMUM ALLOWABLE i�� - ALL AMERICAN SHUTTERS AND GLASS � ft,ni,
<br />� . �,
<br />— - 1, , —
<br />__
<br />- HVH DESIGN PRESSURES: 'N _� =41 1�;.
<br />_./
<br />� 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON z) �
<br />__ ;�, —
<br />7-5 WTEV IN GEIIGN
<br />DESIGN NOTES: SQEDULC5 2 N
<br />14MITH UNUMITEO POSITIFIVE AND NEGATIVE DE'SIGN PRE-551JRJE5 CALCU LATED I
<br />III, vi I
<br />ti�ekp IrCi VOR
<br />PANEL SPAN) SEP USE W"i THIS SYSTEM "LL BE DETERMINED PER 1 5
<br />PRATE ENGINEERING IN ACCORZIANC-EWITH P't
<br />GOVERNING CODE. PRESSURE REXIRIEFIENT" AS
<br />TOP NOUINT (CONN - r`P1 DETERMINED IN ACCOROAKE V, M ASOE 7 AND OAAPTEP. P � I I
<br />SECTIONS L609 OF THE FLOMDA eklftDING �ODIE $HALL OF LESS THAN 11D.111F I I
<br />TYPE AS REQ'DI � 0 r>� I
<br />\ PPR EJUAL TO THE POS17TIVE OR NEGATIVE DESIGN
<br />OPTIONAL ,1,"1) I,11FTCH OFS JR0 CAPACIT, VALUES LISTED KERFIN FORAM' I
<br />- I DMIFS WIT WAS41LAIDD ASSEMBLY AS SHOWN
<br />I /_ IWINGNUT5,F ' NED 0 lift il
<br />7 I , �ONIDULARS 0 KD5PALN (LSE . � .
<br />,- APPPOPPJATE SPAN TABLE) GENERAL NOTES: I E
<br />THIS SPECIFKATI� IIA5 BEEN DESIGNED AND SMALL IIANIVICATED 115 I
<br />I .
<br />� " ACC
<br />,, 9 0 .DROARCE WITH THE REQIRIMIELM OF THE FLORfoADVILDINGOOD1 . W
<br />- . PLAN VIEW A- KOTTNO,i (WED FOR use r-ne AMID �Tri - . 4'.2 Fort
<br />- . T, IT, . '� 10
<br />,
<br />,dvz ,
<br />� IN I
<br />--I ;? �, .110
<br />4 !4 i .Of, 202 AND 2" It ROTOmIS, CONTRIFT-POR Sir� INVESTIGATE
<br />,. �8 r- - - / AND CONFORM TO ALL LCIrAL OUILL1440 CODE AMENDMENTS WHICH MAY
<br />, I
<br />I
<br />� APPLY. DMIGEN CRITERIA BEYOND AS STATED NIAtim MAY RE"t (A - l" FOITIONAL S ME- GOR FIC MAUD FINGIN EMINC,
<br />, - . 4- i IRL 1561 . 9033,1131.111CREAS�EINA�,ARU G-ME'
<br />HAS11RENUSED INTHE
<br />- V��, a - DESIGI, OF .Is SYSTEM �
<br />Ir A i � . A ) THE ARC hrTj( Tit NCANEEM Of RKORD FOR THE PRO)ECT THISPOUSERLE (D -
<br />I/ - I \ WPEPSrRUCrUAFWfrHWHt�CHT-ISDEMNZLMC-SqAA-LGF
<br />� - I FOR 'T*IUTEGFUUOFALL SUPPCqTIM*suRcKeEsTor"isoE-,miwN"
<br />II L_ IM I I I I ill 11 I / Sit AIALBECOORDINULTED BY TITIEPERM77UPSCONTRACTOk in
<br />'. . I i I , 4 SC -Alt SM-51MIRC'St�DE.WlEfl4ll%�Al�ilWILI'l,�v 1. I
<br />. I � CA DER TO DEVIATE FROM L ECTIONTO, Ca "ANS .pro > � a
<br />I Elorro HEAE111.ko"I.CYTIO. .al�.DEI%"""ALt�RhATE5FA"r�CUtAMNSA5
<br />� . I "WZ1 I L_ I I " - EN 9. 2 .., I�PE I SAY %1'5q�UI.CEYAjaD KERCIN �
<br />_j T"] II1F,o"`.AT1Oh PO A SPECIFIC SITE. KJA .3. CON.TTIONS OPLITAI AWN E I -! 6
<br />- REDD) I I -A 5 r is %ENCATC AND CQBS NOT PROVIDE
<br />4 0375' THE CONDITIONS DETAILED KIEREM A LPMRSED ENGINEER OR REGISTIPMO
<br />-1 MAYEPFATV'�'_ -1 , - ��...,..-O�.-�.��l-ill.,�-�.�m..�.
<br />o ___ � 1 26
<br />IT k-70M COLUVNCTICN, IT, THIS DOCUMENT , � fli
<br />6, CIELTEGNPRISSUALE NOTEDWREANARERASED,irIMP.MMUM711STED
<br />; tlN TYPICAL VERTICAL MOUNT ELEVATION Ffltsw,15 DIVIDED a, 4 1.1i WIT', FACTORS N
<br />. 7, EAULrASrr4ePsTowr -vou a PLegENOrro,
<br />\,.V AT S ELEVATION GIN WISE. FASTENERS NZ LOE i� .kf", I i -;KIll
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPECIFICATIONS
<br />FOR ALUMINUM JCTUAW SECTION 3.3 IFY 'FRI ALUMIN-LIM ASSOCIATION, k
<br />4 TOP MOUNT INC, 4. AM APPLICABLE FEDERAL, rTATF, AND/OR LOCAL Cr DES 8 ` I
<br />� (CON F,,pe L� .e A. STORM PANELS SHALL RE IACA TrIel rRO.024*
<br />STORM PANELS SHALL CON FORM. TO A" A657 5TRFTQ7TVRAL, QUNjTY
<br />� , jSPAN ABOVE TreEl 01IOG-AlIMED CCATTRG WITH A KINTnU. PIlLPILI AM, �
<br />� AS, 'IIEqD)_\I - �Cxf�TRUC T-.ON) 10 ALL ALUMINUM IXTRUSICNSSMA."IE600�TIF ALUMINUM RUDE 3E I
<br />�� - ,FFLESS NOTED OTHERWISE. -cc
<br />�i�. _. _LS S - at ENTER( A.- - MLG
<br />" DITION3 DICTATE. PMELS MAY M MOUNTED VERTICALLY OR
<br />� F MORIZONTALLV AS APPLICABLE. :1
<br />z fl - TD-GIA 12 CONCRIETSANCITOPSNOTED HEREIN SHALL" ERIMEbOEOM I I
<br />it j I,-
<br />' 7DP`
<br />; .R T 9 Ir .-�", AND -CRACIMAD CONCRETE ONLY IkST*I.LAL_ C041CRIFTEAROTICALS PER
<br />. ir � MAMUF`*7T1LAERS, RECOMMENDATIONS .
<br />13, THE CONTRACTOR IS RiESPOPEII&LIF T �1 41"UD.Tif OR PROTECT ALL
<br />. - I __ - - C.`,RtLCTI`_ , NINA JiWM DISSIMILAR MATEALL"TO PAPANTELECTILDLYSIS. 1110
<br />� � ) � - - ILI IN 14, ENGINEER M AFFIXED "ERE 7D VALIDATES STRUCTURAL Dr='AF .4
<br />� �i H , �,� A' VARI) I ; is
<br />A SHOWN ONLY USE OF THES SPE,71FICATION BY COPETRACTOR. el. A
<br />INGE MITIFIS 6 SAVVS HARMLESS InGS INCIIIIINIA FOR A.A. CCITT 1%
<br />.
<br />I . i 25 L ,
<br />a ' INCLUDING LWALFFE6 SAPPEI.L.Alf FEES RESULTING FROM MATERIAL
<br />�4 V THAT
<br />.
<br />7 � 6 2! _� -C,P YOU An FABRICATION, SYSTEM RECTIONIACOR CONSTRUCTION PRACTICES BEYOND Y
<br />I , N .-K. . ED FOR 4 -.1, SITAI, . FUDERAL WOcO 0 PAIDH I'dilo
<br />I tDOMM TYPE
<br />I .VVIDR-ris OF IS AI
<br />. , ..
<br />. � I AS RP7DF A exce"AsevItewpko MEIN NO Aborrmh_ - I
<br />� OR, , E
<br />- , . aRTIFICAknOItS CA AFF"ATI OVIDEADW MNoOD If
<br />; L J � I � I I I � ,, I E If AILTIVRATIONS ADDITIONS OR �Elv "'ILONGS To _M P:�--� I
<br />A" NOT PERMITTED AND V VALIDATE TlIIS 01,11PICATION
<br />r-I a a I
<br />t 507'MM MOUNT ( _/ ."Lior I rii EVERY SHALL be PEAMAN INTLY LAWLED WITH A MINIMUM Par (1) Lot EL
<br />CDAM CIPAN M " Pot, 3.0 Fee? CONINIRNING THE FOLLIDAY1, G TAPPORMATtOrl' ll
<br />REqID) AILLA EiUCANINUTIFERSAMEDGLA96 a
<br />I GOSTRUC�TION) WEST PALM MACH, F1 I I
<br />.. � PANELS 111Y BE NOTIH K. STITCH IAS ZO), rAS 2041 IL TAB 20) 1 1 -
<br />EO -5 WIRE �,. F,0430� WCOIX T APPROVAL I �N�
<br />PACNICCUTITIATOONNEC7WAM AND ' BOLTS WITH INA5MEALE1110 ___ Lul-ul-
<br />ANCHOPS ARE USED W14101 SATISFYWIFIP� FASTENED 0 20-31543
<br />P SPARS ABOVE 6 MI OIN C05791KI I WEB SOMIDSPANIUSE - -
<br />_ APPROPRIATE SPAN TABLE) VISIT ECALWON31643 r.1:Fe =1
<br />:
<br />VERTICAL MOUNT ELEVATION
<br />1 I,11`11'1-"11�-1-1 _I.'-. _
<br />2�NOTCHED PANELS11
<br />I
<br />leaf - I ra
<br />MqN
<br />j N.T.S.N,7 S. ELEVATION -AL-FLAHA _.- I M0`
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />�:,AUf `4 , _�E PANELS
<br />M N
<br />,
<br />� ill-, ,NINt .E*%F 11 L.L IA.I.'..I.r�
<br />MAIVWIJ.
<br />U � �VN
<br />, , , OWA riL I i LUSI� .._.T*,-. N1l.1ir1lI'0IiN
<br />" ,, NP
<br />'FAN IL, J. T,lei z 46OVIGIM 1'... A, .W", I 1,11, DE
<br />ji'4�
<br />�
<br />" 10
<br />L , -
<br />IL 1r ,I'. "
<br />I.1� I
<br />I
<br />In I-, , b , : 11, "
<br />.,' 40
<br />R >10 11 11 1 6- " [I nil.
<br />'II
<br />-
<br />I 11 LIT � � I- I Ile ,,,
<br />r�
<br />:1 , ,,,
<br />I'IfT I - .r. . P, ,,
<br />,I .
<br />,
<br />198., C I- ., .-I ,
<br />I
<br />,Ie j,
<br />I
<br />1, A, 6 1 , , :, .1
<br />,/
<br />-,
<br />I ?; L I - I -
<br />. - _ I __ - - - - .
<br />)FAIN 5)�_NtLJIIJI_t NLJ I Lb:
<br />I EN EP SPAN SCHIT-1,L5 e.!Tm NEGATIVE
<br />CIE SIGN WAD 6 PaErft fASTENFP SPACING T�)
<br />� DE
<br />?ER"i" MAX 1"" 4-01VASU SITOPM PANEL
<br />SPAN SL.HfDVLF IS ACCLIPIADJE POP L^RA Wt-
<br />1`05ITIVf LOADS LESS THAN 00 FIA1 L TO
<br />NEI�Al IE LIE,SjQ11 LOADS
<br />2 PANEL FArENEPS' ARE 5rLL[1P USEC ILI
<br />C ri
<br />OJUW. Ti
<br />POIN I-, WTTILL 'CUNV.1�. PATPL,5TOAR
<br />, .1. T1 ACK, STUD0FD XNSLE. ETC } IJSP 6 ,5-
<br />C, Q PANfl fASTIfNEP '-ACINILF TLSLE 4ALUES FDR
<br />ALL '"'. AND "U- -HEADERS IN(LIJOING BUILD )VT
<br />C01"'T `O?45�1
<br />1 LINEAR INrERP(XAI1(,TN bETAISEN I I)ACTB ['
<br />I
<br />6CCEIPIASL�. CrTiEk"JSE WA NEM HfG14PR LC�AG
<br />__ .---------. _______.
<br />GLASS SEPARATION NOTES:
<br />� , $L ENTER smHR_U, Ali-'IR`_MVt DtS!I,N LC�40 10-7 U, F�MINE ,Nl.,UM
<br />ALLOOdAELE SE;AaAI
<br />noiti tROM THLE E'EMALG 'C� BE P _ WClr_C IF D
<br />2 SCHEDULE IS REQUfREU POP USP Y. KoMVE LOAD$ ONL ,
<br />JNTEQ;&A1ION SET WEEK LOADS IS ACCEPTAN' 0-111EPMSE I&F Nf-_1 ltr,414 I
<br />_OAC
<br />3 TOO' INSTALLATI.ONS WTRIDE OF THE ,V,,1 INC ,1JTPIDA -_I FSSF,,TI1t I
<br />FA,U1165 IN .$ ,NCL ZI_WE5 - 1��Y_ I 11t S�A S5 St-IiA11LIN I
<br />SCHEDULE :S NO , , EQUIPEC- ANNO MJPDMUM 5,P-.113N 1.011 - !
<br />I
<br />PROTECTED OPEN ING IS IIUQRIPE;
<br />ITS MINIMUM ALLOWABLE SPAN SCHEDJLE —
<br />TOP
<br />MOUNT
<br />V I � f.
<br />I , --
<br />I ��
<br />11
<br />4 Y,4-
<br />!,
<br />��
<br />I _�
<br />I
<br />� I-
<br />ji
<br />�,
<br />I .
<br />�
<br />M;
<br />.
<br />0�
<br />I
<br />I
<br />. ; , ig
<br />1
<br />1 -
<br />0,
<br />'
<br />kr
<br />�
<br />Cr
<br />,3r
<br />��� 21M,
<br />.15'
<br />2r
<br />21
<br />I f .I,- I ��
<br />.-
<br />�
<br />I .
<br />.
<br />NE'
<br />I
<br />-
<br />H.-
<br />__
<br />'T
<br />I �
<br />Z7-
<br />m
<br />- .5 . - .M,A.
<br />-
<br />T`
<br />I 2?-
<br />,�
<br />".
<br />Y -
<br />, 3"
<br />.
<br />, ,•
<br />AT
<br />7, , � - , I--
<br />-
<br />I 0
<br />-
<br />0.�. - i
<br />21-
<br />-
<br />21-
<br />21
<br />V
<br />'
<br />,
<br />-
<br />-
<br />�1-
<br />R`_
<br />2
<br />2
<br />-7- �_,
<br />__
<br />_5F?tadi� IPITRA,�
<br />11��F
<br />I
<br />V
<br />2�
<br />'
<br />�_
<br />2,,`
<br />31, ,
<br />, I
<br />SO .
<br />, -
<br />5 Z"
<br />I"I
<br />-
<br />- - I �_ I iT
<br />-
<br />-- I ,IY�l -
<br />-
<br />2
<br />-
<br />QV_ ARRHI
<br />_�
<br />'I-
<br />, I
<br />7y
<br />21
<br />27
<br />Z"
<br />_L
<br />30,
<br />29r
<br />IT*
<br />_ W
<br />NY
<br />2V
<br />-
<br />AT
<br />. - ,
<br />I -
<br />I I- [[[[ '
<br />�1
<br />X
<br />I
<br />10,
<br />'u, H-A,
<br />T111
<br />A`
<br />a-
<br />ly
<br />N.
<br />I-
<br />'T
<br />21
<br />OT 2�' 13E
<br />I
<br />26�_
<br />14
<br />-
<br />24'
<br />_�'
<br />�C
<br />.0
<br />%.
<br />�r
<br />_
<br />W
<br />I 'a
<br />, - I ,
<br /> Ax
<br />.
<br />x
<br />..
<br />,
<br />�
<br />_
<br />I
<br />"
<br />- T
<br />I I�
<br />.,
<br />::yn
<br />31 -
<br />�1_
<br />-
<br />, I,-
<br />11 I ,,E'
<br />Uff
<br />11
<br />_,
<br />; ,
<br />� 26'
<br />Si
<br />-
<br />,IE
<br />I
<br />-
<br />- I 11 11 ..R
<br />, L, - � � r " 4 " ,,�,11
<br />� ," T �. � ., ,_ ' _�;, I,- , ., 1�1 1.1 0 9
<br />1z IF -
<br />-.I. - _ �z , ,"I <
<br />_ ,� . " . �4 . T, -1 - L.%%. I � " ,-
<br />CyOP NAL �INTERIQR�J�ASTENIN ,� T � _ FASTENING„ 2KEA& .. _
<br />IX
<br />z .-
<br />LL, oaf fs
<br />1z �
<br />�q L� 6
<br />,� �
<br />D i R
<br />8 2 l,
<br />M
<br />j ,Z
<br />. jr I
<br />�
<br />-
<br />1!
<br />52 ::
<br />In 4 J�
<br />z - A� -
<br />8 r,
<br />I-, 1, �
<br />18
<br />< L;
<br />1 K
<br />or
<br />Uj
<br />-
<br />�
<br />NINAMNIF
<br />P
<br />I *Mn. ,
<br />" ,
<br />x
<br /><
<br />11;1 I 1�11N1N. 1.1'1
<br />1, 11-1-1
<br />-i
<br />I<
<br />.
<br />Fit 9 i � ,
<br />5 � - 0 A, 1,
<br />_
<br />, ,
<br />11,
<br />-
<br />-
<br />1
<br />I
<br />I- .�,,� .
<br />"', ..-
<br />6 - �,_ : I 1, I i� �., � -11
<br />f
<br />I V n I I g �
<br />I / _.
<br />, - " , �� `
<br />- g
<br />Ali
<br />" ji
<br />IF I " ,
<br />�
<br />III x IT
<br />- III y tli
<br />t j.i
<br />-
<br />7
<br />3 ,` 1! 'it � ilif
<br />, 9, I -
<br />� �-�-� - � I .1
<br />n �
<br />-AMMMEORMADift
<br />� ;
<br />- ,_1 � - "j� -IL, -, ...�,
<br />-
<br />.., - ..,I , - _Z: "
<br />' ` .
<br />20-31543
<br />__KA_Lft____1 -
<br />� aOTIONAL EGRESS PANEL DETAIL
<br />FINIP11RICIR
<br />�
<br />FASTENENG
<br />1/1
<br />- SEP 0 8 2021 .
<br />\/
<br />I
<br />VIRTUAL P * :J1 Vlt ASSIiI7
<br />virtual Rt vie,,v Asz,z'sl 'k - P -. I FIT r/
<br />Plans Review completed aiA r., ,,
<br />for compliance with the 2020 F3C 7th,
<br />Edition by Debra Anne Klahr PX2300
<br />:
<br />.
<br />-
<br />-
<br />� -
<br />- ,
<br />,
<br />-
<br />- '71r1:l �
<br />f , I - ,�". , I I i - - I- .4 -
<br />- � .., : I I � � I :, �-_ " � :rr " - -
<br />I " ; " r -1 - I I' � I F - L 2�t �4 ' -
<br />.. I I :; ; , ,- ��, I �- ".. I � I , i I- , �[ , - . "
<br />i ,� : _ I � I jl�: � � �
<br />- - " - � [ � - --1 �L __ - , - � , -', " � - �""A __L� ', �A A.
<br />IL ,�
<br />I , [011 -I- I'kn...T - ,j - . I 9
<br />-A_ i- I'.,�fl- � I I , - � ; - - r -
<br />- I � . I 11. � 1�i� � I -
<br />,
<br />_- , . . �� I -
<br />r- . 1. I , I -_ - � �: � LI .. :xj , L_ :! r :,
<br />-1193 1 - , -� . _" I - !I � 1� , , i i� - � L____ A � I � - �_ ,, !, , .1
<br />. Or - - I , :�� I_ - I , ", .- � ", - I
<br />I - .1 : ,�., . ., �,�'.�I' 1. I'I, ��I:_ - � " � , Iq
<br />I �, , �.� ,�
<br />. , -,�:" _.*..� �j " -JR
<br />s� , I __ , * "I - .V�l 'I', 11 �V r, ro-"'I fi,��?'� it., - , 01"D 'mw � -
<br />, , I �� - -:r � "
<br />§,1211 , I ,'.�' Lll��Il -.4--_ __ _. _... �
<br />, t1:1 - -
<br />" I - � 11 \ iON
<br />. I I �, -�Si
<br />I �_ -11 a -A E
<br />1-1 2.-!\,\ C -1 i -ILI) 4�44_ st ,3: � Offy
<br />. I" � _'�` :-.*--: - � I �11, - . "":, � _- '%�
<br />L�� - , - A— .- - I � ,-!�, -
<br />- - � . T - � -,,4- 2, !,r - _-
<br />I 12.5or . -'-'. . ,-,- - _. I . _,j� - _�11� I I A_�' _,�__ -
<br />1, . - - � R,
<br />" - - -
<br />I f
<br />f i, --I ,ji t 0 " I! --L -c_5_
<br />:Z_,T
<br />? Q
<br />, 7 - I , - I
<br />I , , , __S_j --� - 1, ". - *t:l �FI_1- -91 11 51, -
<br />: a 7 I., � , 7: __�' IF, - -?I-<. (so�*_:t_Ae;!_ t'V!I� F:._ �
<br />I � , 0 -
<br />, ,
<br />i . �. . � - - - - I .11 I f_1
<br />z V ,T
<br />11; I � - . I __ - , - z - ` I 2i �
<br />,, IF �
<br />� A ) 11 - . _-MX i x -1 A
<br />I
<br />� - - . I - . VI � &
<br />- _. � .,- . - - � T. I cz: ,
<br />z ..". - I - - . � - .. - : � 'I � , � - . , , � , . " 9 - - i Li
<br />I - L" , � 'i A -
<br />k -- - I , I / j', - � A1,j L i � z , I
<br />1i I 'NK I %: 1: 11,iLf_ r W , i I
<br />T , 11 - D 0
<br />1
<br />,
<br />I- i, IL"/ "'/,
<br />%,
<br />!;,iil.
<br />-� ;.n
<br />� t-
<br />t
<br />11 - - 1
<br />Nw
<br />.. � I ,j /1�cI
<br />Iea
<br />-
<br />I
<br />.
<br />- � I .-,: - , . x :J
<br />� � 1�� -1 ,_�.'� 1� _/ , LI,
<br />- � I—: �, __ -1 . - I I <
<br />- d " L I - ., I . I ` 7_.-
<br />.�, _ . - . - . - .- . - � , , 1z.. 1- 11-1 - 1, ". 1� ,; '. I I I
<br />I � I :�, "
<br />�.),T I , * - M ,� , . IF I 41W
<br />, I �'^ - _ � . I, �. ,-.,i , , _ �, Lfj ti
<br />I A- 1� Ili - , , / , I I I ,_'__'l_', � I "
<br />. _= _/ ", 1, /I Ty"i, -,,� " - �-,� , \� �1' \, 11�" - �,, __ - __7�1______ - i . ��,�,rL -m I : --i.- , / I , It _j: fI $I : I
<br />I - I I I :. " 1, ... �:7� 1
<br />� , , . ,-- - -, tv S I I ql,
<br />- , - I I
<br />�/ .,i� . A
<br />.-.�:,-1 � , , �1, , � :.', ., - !j
<br />- ,__" - , I
<br />- -.AP - " % I .11 .., . � � 1� . I '. '1� 1 4 - I -
<br />�., . � I., � � L I 171�. p!CU I I I I : 1� , - .. � . ' . I 11 I __F, " iii! I
<br />F I T I
<br />.. ,
<br />- - �ji) ,,Y,, C ,,,,, ,,,Fr �___ 'I o� ,1 � F II � I i 9-
<br />I , ,� �, fi!� ! t ,
<br />4
<br />-0-0
<br />CD
<br />�
<br />a)
<br />=
<br />CIO
<br />-0
<br />`I
<br />>
<br />a)
<br />F-
<br />-6-0
<br />.iMMM,
<br />d)
<br />L
<br />a)
<br />2
<br />0-
<br />C
<br />0
<br />-a
<br />2
<br />a)
<br />ca.
<br />Cd
<br />-0
<br />�Fn
<br />'FM=
<br />MoMIMIF
<br />0—=cu
<br />a)
<br />(D
<br />-0
<br />0
<br />0
<br />cu
<br />-2
<br />-0
<br />0
<br />I-
<br />C�_
<br />C
<br />0
<br />a)
<br />3C
<br />=
<br />0
<br />U_
<br />CIO
<br />0
<br />-0
<br />Ca
<br />O
<br />. S2
<br />U)
<br />a)
<br />E
<br />I-
<br />(1)
<br />0
<br />ca.
<br />:E
<br />U)
<br />CU
<br />1-cl?
<br />CIO
<br />-3§
<br />(a.
<br />1--
<br />-0
<br />. a
<br />C/)
<br /><
<br />0!
<br />4
<br />z
<br />z
<br />W
<br />J
<br />L
<br />_ -
<br />
<br />.
<br />,
<br />3,119- FIDGrOTSTANCIF !� ,r
<br />- --- - - __ __ __ _ - , - - __ - , , I - NAA UEAI , j . - , - � . - I 1.11, I . 1 .. .1 � -6-0
<br />ANcxexR Par$$ C9 TYPE g*� - A
<br />�L
<br />... �.E .. . M �. - , I - L i. I, "
<br />��MMMTYPE - _ __ _. I I V, t , r
<br />rll,tz ,� 1: � I :-, ILL�' ' , _Lj r !!I� "'. I" I
<br />* � , L I �, :; - e-, -. _- �
<br />-. "4
<br />MUMMA 41 M I .. - r 111 ; . L. ', ", r L. � ' , ' , �. .., : I r , <. ,,y
<br />•
<br />�� .: - � .-T." �_ 1. 3 _1._C_'_�_L- - �..__'ja " _.j ,_;%7. 5 , (D _9-
<br />- __ - � I ,.;. , I . r-5 Ic hu
<br />- - - �� �.-� 1 .4 1 .1 I . , Ti ' 'd " !, .., -. - - N'. 0 -it;
<br />- ___ ------- __ __ ___ - - _ - - - - - - - , '' . -z ,
<br />"I 11 I; ' � I- I- I - I 11, I , ;
<br />........ � -, I -'QC
<br />� .,� r ,.-.- �_.�-_ "Ji- I ik r 1 12
<br />�� - , I . ,� _4 . GT�17- 7�-� . 4c-, �Ir, ,-,.,,'
<br /> -� - ''. L! M.
<br />! I ! A � i, 1, 4 I" L �
<br />. - . IMMUMILMD, __ � 1. il- ", I ILI � � I if 11, -, - � I � �o'i `.t
<br />�, I � � '': ' 'I' L L L - '. 1 5 1)' �.6- ': ' , -
<br />'� � i L r + M- -, __ I = CU
<br />�__.
<br />� I :1, 112 " ,I,,, -1111 - I j, ��Jll 7 L q I _ ,,, � I. ", - _1,.,�
<br />I
<br />-1 ,.Roaaaaaaa,• �: � " . � - ----- - - I 0
<br />I �, 1 1 11 j, � -,
<br />L
<br />, . 5 � �_ 1�
<br />i-_j_________
<br />. �L , � � :" I , - I , , ,, � L'� �, � r , ,,,r_.,,,_, ,i: I., i *
<br />I I 11 _ - . 14 - Iz-, 91 �
<br />�4.�- 1 4� i CL
<br />.- I, " _. I ;'L - - - - , - . -, ___ < P. . , _ � ., " -
<br />. - .W 2 . A! ,�__ 1, L , I � ,
<br />-A . I - d� '. `,'' , .
<br />U,
<br />, II � III, r
<br />...
<br />, Itit A � , -i 0-
<br />E f t� g; I (n
<br />�_�D'.j <
<br />ANCHOR NOTES: - f ;. :,
<br />� - L- - - = a., Z� * e7 ,
<br />I C'� r!. K� .. �-:�, k -1-R-0
<br />, ��,_ L'� , M ";;.��. V) �
<br />M. '� _f� � I , - . i � 4 E I
<br />_LW- �. . ,,_ >, .r ", ': "�F, 1 j,15L__ �; INI API �;_'__.714 .N- i,i L. I r, �W - .* 0
<br />,1" 0A �;I�l,- 11�1
<br />�11", � �,317 �N 4_ � p% �,(:,,,,. � .._,7�_�, 51,,�f � A a)
<br />y
<br />_
<br />4Z 1__�. - _ �"'., 4�-'41tk 11�'N 1;1 �� �:&L T', SHJE�. S114 SE-T ce -0
<br />- � � l�,rT* LU C
<br />it" (,E lAI
<br />, +El'K_�L L -A �'�E �', ��?.A. 'fP!A-, I'C,UNT�'R� - , , 'R_jAR. __A:_S '4 1
<br />r/6---*,*!(',,l.�C ID,E� ,:,,% TyrS; 27
<br />i T1,147 r-.1"WIi"AAE� �7�� ,sF, < 0
<br />- 7 . IN mNJuN,7tC1q ?vTT,,AE, NA%_,,,,w, E,,-*R,,s:o,Z _1
<br /> - - ' � - +Iii� -FT4 I I
<br />I T�a' - ,L,,Ae r.' U�EL ,�,, 1�, T�Ai,�SLA LUN�j�42,k VAE,LL-,� , L_
<br />A � t� T_ -,-_'� ClKL1J;'W; �-JP IL-DJ-T -�'�FTTLTLNII
<br />., .1 . <
<br />4 �,�,,. Ill :N�Tr -,.W,I'. 1�,<,'Ijt&"', ,,�j,Jjj",7,L"E', .
<br />5. _1JLLC_1LIn.V'PC�,� :pU1.ILFLLSM,L.S,NFX1M fCAI1MQK1 _ ;,A�r_,"',�,"rLrIl", I -I- 4 .1 CIO a-
<br />�'r ,-V.-,,m7,m,^,-�r-AL'�'T.�rULrc,,:,eyrEnT?414',�w ASC�'r�IL,!.rs��"' ll
<br />LI
<br />, � 91P,
<br />_. '- ' ' -L � - `Ak�Ii�AM tr' S: (T -E kS ') I .2 Ur 11
<br />A, ��� Z 1%, N. "I" S S,,-�, �� ""' � t ` I ` I 4" L'* `�` P" ' I I' - i I I
<br />_Lq�.- - - AN',�_OAI�t:,L,�;' lm�XIII,III A t ii 0 a)
<br />I , Ai,-' E 7E A'#`.,-�kS 1,_',",'�.' ,-',If IN -AL,_ P 1� Z NILE DfEL T�, LN --A�,'_J��.r C�, ll-PP7. :.'NO is I 0 Cn
<br />9 ,HE U -X�51',-� S ""_ - "' '� "" "' M 1K, [I� IINT� C'0&01110� ?V." :ARY PTELU 1, 6 I 1 -6 I
<br />/�� 71W 'A�;'FNF�l 1RiE:N-0AX,W7F A`�'XID FPAII;v 4E-&FkS, NC;-PL.'-A0C1) I kSTMFN�; ji,
<br />-
<br />- _' A�:Tj:;��_LLA_F �'M" "�� ' tl� G � :1,. E:r'E ! CU 7 � ill
<br />V�,'�>:�: , , - .. T I. 'It',' IN I 0 tot IE4 -�N>0-_5 l*yr N ,r,_L �_;Lp,�Lq, ,�� I ' ` 1 4, 7 -A.. I,[ .C,:, -It
<br />_%_'r, , � -L "' '-' L ,;A�;Nc, r , N F. St 1 -A ,
<br />_ _ .i )KRA . � IT , LI - , A - ,/ X� I IR I I __ , -N.! ,'�X 'bT.., � , A
<br />, "� --:�r�:57A' 1R ""F";LG1 � L 1 !=5 MCC F,I M
<br />A 'I I !i 'I.Nlli7� Al 1,11"11% I I " L.
<br />- _11.1'i" Ll�xl�,.L �,. a' ':-,'. -E.IJ, ;!FiF ,1_.1 -, OR .-44"E � � a
<br />-,��.'7,f�-il"��.,.�,4�.,frA,."C;-r"ir,z 11 C; A, 5 i H
<br />! � 1rM'11-U IW�10;6 4j,E I)EIrk, i I -it,r14'F. A,L� P�Xhj &�YJC SET S ��& a�SLE;1`1�� !
<br />� I mt_ 1 N14.'�m--A�F-.-,E,7 Va .1? I
<br />- .:�HE� I 1 _
<br />- �V 'Rt:�.% 41�� -0 IV�F_%� _t,L, �E:Lt_. L "'; t, N,, cf,4mF4wmxwo UTI
<br />r , � _, ,
<br />- - -- ?i INEW �Wlit i-_, R I-Y TAV � P--iES � . L� - GT.-r. eIA�L F'?'7.-.;--, 20-31S43 = M
<br />�4 m E�ZIS :,F_ A`1_-OP =1PJDIFt`A!i, yil:D1 4P-: ',C', AC[ F�-1E!LE'J;SS grAWL -71 - I � T cl� , - _iN( .. - -
<br />- - I ,�"L) , r,� �RF�AZ E_ , ": . , ,I L. P �; " - C-,Dk A�-E� J �S-, 7_0 �.. - 'It- - CC I- " .,; - 1EIF -I- r - ,�_ � <
<br />- z
<br />5
<br />z
<br />f,_�7':t
<br />, 11l7)
<br /><
<br />_j
<br />0-
<br />'
<br />SHEET NO.
<br />I SH 1.5
<br />
|