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<br />MAX. SIZE = 60" BETWEEN FLATS MAX: SIZE = 60" DIA. MAX, SIZE = 60" BETWEEN FLATS MAX, SIZE = 68" X 68"
<br />- OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ_ FT. OR MAX. AREA = 20,71 SQ. FT, OR MAX. AREA = 25.22 $0. FT.
<br />ARCH.
<br />MAX: SIZE - 60" X 120"
<br />OR MAX. AREA = 47.32 SQ, F7.
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<br />MAX. SIZE = 120" X 69"
<br />. OR MAX. AREA - 49,16 SO. FT.
<br />FAN
<br />MAX. SIZE = 120" X 59" EYEBROW
<br />OR MAX. AREA - 38.44 SO, FT. MAX. SIZE - 120" X 60'
<br />OR MAX. AREA = 49,99 SQ, FT;
<br />[-'--- I; MAX. - . -°' {
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<br />/ MAX. PnODucl'sMtiup
<br />/ 80" MAX. � as wn,pryma,+91h Ilia ploridn
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<br />MAX. SIZE 120" X 60" 116 114" MAX. DLO TRAPEZOID
<br />OR MAX, AREA = 39.27 SO, FT, `fNNI111,
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<br />RECTANGLE MAX. slzE = so" x 120" Q\� 4,.......1,E -
<br />OR MAX. AREA = 49.99 SQ. FT, ,,,�, , . ��pENSE II
<br />MAX. SIZE = 60" X 120" _ Q ,
<br />NOTE: ® OR MAX. AREA = 50.00 SQ. FT. - iT No, 5s1o5
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<br />H THROUGH 12. Ql- c 2-b (1 w
<br />FOR ANCHORAGE INFORMATION SEES SHEETS 10 H
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<br />MAX, SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA, MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 881, X 68"
<br />OR MAX. AREA = 21.65 SO, FT. OR MAX. AREA = 19.63 SQ. FT; OR MAX, AREA = 20.71 SO. FT. OR MAX, AREA = 25.22 SQ. FT.
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<br />- -" MAX. SIZE 80" X 120"
<br />OR MAX. AREA = 47.32 SQ, FT'.
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<br />SIZE MAX,=120" X 59"
<br />OR MAX. AREA = 49.15 SO. FT.
<br />FAN EYEBROW
<br />MAX. SIZE = 120" X 59"
<br />OR MAX. AREA = 38.44 SQ. FT, MAX, SIZE -120" X 60"
<br />OR MAX. AREA = 49.99 SO. FT,
<br />1221/4" FRAME O.D.
<br />�-- 120" MAX. TESTED SIZE
<br />60" MAX.
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<br />MAX. SIZE = 12O' X 60" 117 114" MAX, DLO 1 t I I I I l l
<br />OR MAX. AREA = 39,27 SQ. FT. TRAPEZOID ,
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<br />OR MAX, AREA = 56,00 so. FT. ; * ' No. 6a105
<br />NOTE: A = *,�-- 0,=
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<br />TABLE 1, DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP)
<br />GLASS TYPES: A, 3/16" TEMPERED GLASS, FTL-3834 B. 1/4" TEMPERED GLASS, FTL-3834 C. 13/16" LG, GLASS (3/16"T, 706" SPACE, 3/W-T) FTL-3647
<br />WIND, GLASS WINDOW "Y" DIMENSION
<br />"X' DIM. TYPE 15.000 20,000 25.000 30.000 35.000 . 40.000 45.000 50.000 55,000 60.000
<br />30,000 1 A,B,C +100.0 -150.0 +100.0 -150.0 +100.0 -150,0 +100,0 -iwo +100,0-150.0 +100.0 -160,0 +100.0 -160.0 +100.0 •150.0 +100.0 -15D.0 +100,D •150.0
<br />AREA 3.13 SQ.FT. 4.17 SQ.FT, 5.21 SQ.FT, 6.25 SQ.FT, 7.29 SO. FT, 8.33 SQ.FT. 9,38 SQ.FT, 10,42 SQ.FT, 11,46 SQ,FT. 12.50 SQ.FT.
<br />40,000 + ABC 100,0 -1 OO.D -1 + + + + +' 60.D 1 SD.O 100,0 -150.0 100.0 -150.0 100.0 -150.0 100,0 -150,0 100.0 -160.0 +100,0 -150.0 +100.0 -150.0 +100,0 -150,0
<br />AREA 4.17 SQ,FT. 5.56 SQ.FT. 6,94 SQ,FT, 8.33 SQ.FT, _ 9.72 SQ.FT. 11.11 SQ,FT. 12,50 SQ.FT. 13.89 SQ.FT, 15.28 SQ.FT, 16.67 SQ.FT:
<br />50.000 1. A,B,C +100.0 -160,0 +100,0 -150,0 +100.0 -150.0 +1D0.0 -150.0 +100,0 -150.0 +100,0 •150.0 +100,0 -142.2 +100.0 -1151 +100.0 -115.2 +100.0 •115.2
<br />AREA 6.21 SOFT. 6.94 SQ.FT, 8.68 SQ,FT, 10.42 SQ.FT. 12.15 SQ.FT. 13.89 SQ,FT, 16.83 SQ,FT. 17.36 SQ.FT. 19,10 SQ,FT, 20.83 SQ,FT,
<br />00,000 A,B,C +100.0 -150.0 +10D,0 -150.0 +100.0 -160.0 +100.0 -150.0 +100,0 •150.0 +10, .0 -150.0 +100.0 -142.2 +1 00,0 -116.2 +95.2 -06,2 +80.0 -80O O
<br />AREA 6.25 SQ,FT, 8.33 SQ.FT. 10.42 SQ.FT, 12.50 9Q.FT, 14.58 SQ,FT. 16.67 SQ.FT. 18.76 SQ,FT. 20,83 SQ,FT, 22.92 SQ,FT. 25.00 SOFT
<br />70.OD0 A,B,C +1D0.0 -150,0 +10010 -150,p +100.0 -150,0 +100.0 -150,0 +100,0 -150.0 +100,0 -160.0 +10Q0 -142.2 +100,0 •115,2 +95.2 1 -95.2 +80,0 $0.0
<br />AREAI 7.29 SQ.FT. 0.72 SQ.FT. 12.15 SQ.FT, i4.58 SQ.FT. 17.01 SQ.FT. 19.44 SQ.FT, 21.88 SQ,FT, 24,3i SQ,FT, 26.74 SQ.F ' 29.17 SQ.FT.
<br />80,000
<br />90.000
<br />11
<br />. TABLE 4. ANCHOR ON CENTER DIMENSION BY ANCHOR TYPE CONCRETE SUBSTRATE Z
<br />.,/, , , _
<br />ES INTEGRAL FIN WINDOWS SITES ARE BUCK DIMENSIONS) WINDOW"Y" DIMENSION FL
<br />TABLE 2_ DESIGN PRESSOR , ( i;NCHOR TYPES:
<br />GLASS TYPES: A. 3/15" TEMPERED GLASS, FTL•3834 B. 1/4" TEMPERED GLASS, FTL-3834 C. 13/16" I.G. GLASS (3l16"T, 7l16" SPACE, 3/16"T} FTL-384T WIND, a 15' z0' 26" 30" 50" 55, 0" 2,#12 STEEL SCREW (135)
<br />WINDOW "Y" DIMENSION
<br />"x' ¢ ( 4„5. 3. 4. 5. 4. 5. 3. . 5. 3. 4, 5. 3. _ 5. 3. 4. 5. . 3, . 2. #14 STEEL SCREW (G5)
<br />WIND, GLASS DIM, X X Y X Y. Y 11, Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y S. 1/4" ELCO TAPCON I
<br />15.000 20.0D0 25,000 30,000 36.000 40.000 46.000 5D,000 55.000 60.000 4. 114" ELCQ S84 CRETEFLEX
<br />"X' DIM. TYPE m ID ° N ° m v a m ,1 m rl v m m m .
<br />r + +100.0 -150.0 +100.0 -150,0 +100.0 -150,0 +ioao -16D,0 +100.0 -150.0 +tOD.O -150,0 30" O.C. m n m m m c m m m m m m m m m m 3 m �` m m n rn r. m m W m m o rn I m. m 7 m FS m "� m �s m^ m 5. 5I18" ELCO TAPCON
<br />30.00D A,B,C +'iu0.0 -150.0 +166. •150.D +100-0 1a0.0 100.0 -150.0 o m m
<br />m m m m m m m y m v o c n m n * U V N
<br />AREA 3.13 SQ,FT. 4.17 SQ,FT. 5.21 SOFT. 6,25 SQ.FT, 7.29 SQ,FT. 8.33 SQ.FT.. 9.38 SQ,FT. 10.42 SQ.FT. 11,46 SQ.FT. 12.50 SQ.FT, . . . � . ,� z+ 0 +10,0 150.0 a LvmN �m�°m mCme4 Nw m ° ro °w �w m� Oa m4tn m �� 03 .
<br />+00,0 -150.0 +100.0-150.0 +100.0-150.0+100.0-160.0 100,0 150, 0 40" O.C.r ��n �.^3oZ ��`mnw�rnr �n�� nn �ny� r��r r3 nv m+ H .
<br />40.000 A,B,C +100.0 -150,0 +100,D -150,D +100.0 -150.0 +100,0 -150,0 1 r r
<br />AREA 4.17 SQ.FT, 5.56 SQ.FT. 6.94 SQ.FT, 8,33 SQ.FT, 9.7 2 SQ.F7, 11,11 SOFT, 12.60 SQ,FT. 13.89 SQ.FT, 15.26 SQ.FT, 16.67 SQ,FT. m n rn n ao m n m m m m m 4 m v h h m v d m m a m m m v m e m, M m m m M m fill
<br />+ +00.0.115.2+100.0 •1i5.2 ro m row m m m m o mm� row�� a�m2"O ~ I� V
<br />+ +100.D •150.0 +100.0 -150,D +100.0 A50.0 +100,0 -150.0 +100,0 142.2 100.0 -115.2 1 C N 1 �, N w a m �v a a m r w m a A m � r o ,p . Ii
<br />50.00D A,B,C +100.0'i6D,0 100.0 •150.0 50" D.C.�r r on` r �m7 rn m rid =fin a�7v3-,,,-l^ E'ND gnu �n y
<br />T 7 20.83 SQ.FT. m m m n r n n co mU U
<br />AREA 5.21 SQ.FT, 6.94 SQ.FT. 8.68 SQ.FT.. 10.42 SQ.FT, 12.15 SQ.FT, 13,88 SQ,F 15.63 SQ.FT. 17.36 SQ.FT, 79.10 SQ.F h n ai n m rn w m n m a m* n m d h m m* m r a m m , h N N w y n b' m a a I'
<br />+ 150.0 +100:0 -150,0 +100,0 -150,0 +100,0 -142.2 +100.0 -115.2 +95.2 -96:2 +80.0 -B0.0 r m m w r m H a w w a a m E m ro m ti; m m m m m _
<br />B C +100.0 -150,0 +10D,0 -150.D +100.0 150,0 100.0 . . _
<br />80.000 A, N r N o N aoT u - 0 O
<br />2 .83 SQ,FT. 22.92 SO. FT, 25,00 SQ.FT, 80" O,C. m m m s� m u m n a IS ro m 3 m u m ai m m F t3 p n 7y ? ri r, m a r N V L7
<br />S .FT, 14.58 SQ,FT, '18.67 SQ.FT, 18.76 SQ.FT, D N
<br />I 6.26 SQ.FT. 8.33 SQ.FT, 10.42 SQ,FT. 12,50 Q "
<br />AREA n n �m� ,om m W y m m w ,,, ^a.•,q rn y m v mm�rn�m�, m omwmrn - r
<br />+ -eo,o
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<br />+ - 00 4-10D,0 -150.0 +100,D -150,0 +100.0 -150,0 +100,0 -150,0 +100,0 -15q,0 + 000,0 -142,2 100,0 -116,2 9 ,
<br />70.000 A,B,C 100.p 15, m r 5mm m tr m m I'D
<br />�N�maam $ srro m��� g awl y,,17 SQ.F U � W L'o i"} £ Ova� n m N �' Itt - IA
<br />S .FT. 21.88 SQ.FT. 24,31 SQ.FT, 26,74 SQ,FT, 2a, T, m „ o O . . m m m rh n v n "9s ^ R, < a1 a
<br />AREA 7.29 SO. FT, 9,72 SQ.FT. 12.15 SQ,FT. 14,58 SQ,FT. 17,01 9Q.FT. 1g,44 Q 70" O,C. M w a 5 "1 r 3
<br />+ + 80,0 mnrnmmo m wmnm�m* m m a nNnm rir m nmtvv omn ,hmn,o�vv nmmo� °wmr / WIn a
<br />+ .0 -150,0 +100A •160.0 +100.0 -134,1 +t00A -130.2 r100,0 -130,4 +100.0 -115.2 85.2 4D6,2 80.0
<br />A +100.0 -150,0 +700,0 -15D,0 100 V a, m a - 1) Q (0
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<br />0 + 142,2 + 00,0 -115.2 +95,Z •95.2 +80,p ^80,b m m c �' * c y mmm ao a * �° ,o * m t + _ m
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<br />+- +00.0 -160,0 *100.0 •150,0 +100A 150.0+100,0 15a.0 1DD,D 1 �N�,o�r �' �' �'- gSr�rnS��
<br />B,C +10D.0 i50.0 1DO.D 150.0 1 80" O,C. 7�1 ? 8 ?��mm mv8ir2g� hF" n8ir3a�tAf na'F<rr��} om 4 O
<br />25.OD SQ.FT. 27,78 SQ,FT. 30.56 SQ,FT. 33.33 SQ,FT,
<br />FT. 11.11 SQ.FT, 13.89 SQ,FT, 18.87 SQ,FT.. 19,44 SQ,FT, 22,22 6Q,FT, o n r u m w m ,n m ,,, ro m m v m m N t• n- Q r . rn M v m m a , m^ °o d m to m m m ao m W .-
<br />AREA 8,33 SQ. In
<br />•+ - 1Q4 '05.2 •98,2 +80.0 $0.0 -. '. - - -
<br />5 .0 +100,0 -150,0 +100.0 -i'm5 +1tltl.0 -Iie.8 +100,0 -110.1 +100,0 110.8 100,0 1 m m m* m m p C m m :° m N m m m y m m m a> m O . VJ
<br />A +100.0 -150,0 +1D0.0 1 0 ¢¢a� po �o t1oa po
<br />80,0 SO" O,C, a" 81 �?m Z?�f o a7 Mm m m?�3$ ' big n rRa3n r5nco 43 crd nv4 df h uT N C .
<br />+100 0 -150,0 +100,0 •15D.0 +100,0 -150,0 +100,0 -150.0 +100,0 -139.g +1tlD,0 -134.3 +100.0 -IIP.2 +a5.2 -95,2 +80.0 W
<br />0 B +1p0,0 •150.0 n n m m ,r" ,a m mmm * m M h lo n h r a, v m h m p, c a m n n n N* m ° m m a" ro n a' - R
<br />I-' +10D.0 -15p.D +100.0 -150,0 +1D0.0 •160.0 +100.0 -142.2 +100,0 -115.2 +05.2 96.2 +80,0 -80A - n
<br />C +100,0 •150.0, +100.0 -160.0 +1QD,0 -160,0 @lolv
<br />F
<br />�w�mmm� m� Lv�'S~v m U� so�C� �mN �x r�r�� N Q.-O m01 8 SQ.FT. 25.00 SQ.FT, 28.13 SQ,FT. 31,25 SQ,FT. 34,38 SQ,F7, 37,60 SQ.FT. m m m * m e po m
<br />S .FT. 12.60 SQ.FT. 16.83 SQ.FT, 16,75 SQ,FT, 2 , S 100" O.C. m T! $ ' - .1"'• % a F s nryr h m 7g m s�r1 rn ^ m n ')r �' n m 3 n m n m r n nt 31 r5 ut a7 dy t�
<br />AREA 9.38 Q I
<br />+ + 0 -150.0 +100,0 -136,8 +100.D -108.2 +96.2 -96.2 +95,7 -95.7 +9a.9 .90,9 +R i .95.2 +Su -80,0 ^ N^ mmm m N n n m a ro* m o n m " r m y m m N mmm q yy N n N c a7 m O0 m ©y m u m1.
<br />A +100.0 •150.0 100.0 150,0 100. r Z C0 M
<br />+ +80.0 -80.0 mN* mmm m m m m m m me ° °CI°o nm m vm m E m�mmmm'°ar'� m Q Q1m
<br />+ O.D -149.6 +100,0 -124.4 +100,0 -115,5 +100.0 -114.8 g5,2 -96,2 - rw 3 .• N C O y r
<br />100.000 B +100.0 -160.0 +100.0 -150.0 +100,0 .150.0 +100,0 -150.0 10 t10" O.G - ` "- ,`- 9i � ? � � A � " a a� m � as r � � r � a, a 1,2 , V - g r r F a lS � , v7r , '? ^ n v� 'D
<br />r r
<br />+ 50 0 +100,D 14g.8 +1D0,0 -136.0 +100,0 •123.9 +100.0 -115,2 +95.2 -96.2 +80.0 $0�0 ^ rr+ n c � � ; V ,T` 'o r. m y m m b � m ,;- ; 0 o m '. m d- n m m m I mom is a, m m . - I m y �
<br />C +100,0 •150.0 +100.0 -150,0 +100.0 150.0 10D,0 1
<br />i SQ,FT. 27,78 SQ.FT, 31.26 SQ.FT, 34.72 SQ.FT, W19 SQ.FT. 41,87 SQ.FT, f m m m a F = N
<br />AA 10.42 SQ.FT. 13,89 SQ,FT. 17,30 SQ.FT, 20.83 SQ.FT. 24.3 �� N w U g Ls M m yy� eo ,t a G ffi +r a L a a a Lv a a* * v .r m
<br />11 120" O.C. u"i a"9 ? m = trl o , "- ,- .- n "- r'''F m a3 m n m 13 n n A % n Pf v3 .- n .- A a� n .• r7f �,� e rZ n A tlf n i3 � n r � � - � LU pI
<br />+10D.0 •120,6 +99,3 99.3 +85,1 •85.1 +62.2 82,2 +83.3 -83.3 +88.0 $6.0 +80.0 -80.0 - O
<br />'n
<br />f� �ARi
<br />+10D,Q •150.0 +100.D -150.0 +1v0A-150.0 rmn mmi mma r omavmmm- _y�J j � a m m m m •+ m m m b' mmm m N `4' ,.. m ,.. •..110.000 +100.0 -150,0 +100.0 -150.0 +100.0 160.0 +100,0 E150.0 +100,q -133.4 +100.0 •115.2 +100,0 •ip2.3 +W0.0 -100,2 +95,2 •95.2 +80.0 •BOA
<br />+ 0 -16D.0 +10D.0 +t00A -133.4 +100,0 -120.0 +1D0.0 -109,7 +100.0 101,8 +88.2 96.2 +80.0 $0.0 rrtouucTREVISE.n
<br />C +100,0 -150.0 +100.0 160,0 100, acwmplylnswlmmaFmddo N
<br />IL
<br />� 1
<br />L
<br />d. do ...,
<br />Au"' Co
<br />U' SD n D CTRGVI 5
<br />45 3 SQ,FT.
<br />O i11
<br />01 S .FT ,8
<br />AREA i 1,48 SQ.FT. _T5.28 SQ.F7, 1g.10 9Q.FT. 22.92 SQ.FT, 28,74 SQ.FT, 30,56 SQ.FT. 3d,38 SQ.FT 38,19 SQ.FT. 42. Q complylnp wgh mo Floddn
<br />+ 9 +74,0 ,74.0 +74,8 -74.6 +75.8 -7B,8 +75.9 -75.9 ui1d4'scado Aae4p,nnallo� O •.'
<br />A +100.0 -150.0 t100.0 -150.0 +ID0.0 -150.0 +10D,0 -125.4 +94.2 •94.Z 70.9 -78. owplemNo %I . r" Dot � 7
<br />+ -12 .4 +100.0 -107,7 +04.2 -g4.2 +8a.8 -88.8 +84.9 •04.9 +Bp 0 -90.0
<br />o Daw Q' ' ,
<br />+100 50.D +100.0 -150,0 +100.0 -150.0 +100.0 137,1 100.0 0 F wiimo odaPro uctCmdrut
<br />120.00o B o 1 NOTES:
<br />+. +.. 0 d 4.9 80. 8 .0 + .9 8 .g 8 0
<br />+ 5 $8.5 9o.s •sD
<br />+ 08.0 98, ` nRot
<br />+ -120.4 100.D 1 a >aduM Ga
<br />- 000 Hato dalr ND'WS• + 137.1 1 v 1 NC S CING FO S VARE AND RECTANGULAR WI 0
<br />- 0.0 , A -F OR PA R Q
<br />C r100.0 -15D,0 +100,0 -150,0 +100.0 150.D 10 "Y"
<br />AREA 12.50 SQ.FT, 18.67 SQ.FT. 20.83 SQ.FT. 25,00 SQ.FT. 29.17 SQ.FT. 33,33 3Q.FT. 37,50 SQ,FT. 41.87 SQ.FT. 45.83 SQ,FT. 60.00 SQ.FT. DIM: u t I I }
<br />\1111I } I +ly MAX. ON -CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1!e" O,C. CONCRETE SUBSTRATE) �N \,YNN /4, 11, .
<br />\H ,....,.. ClF' MAX. 8 1l2" FROM CORNERS I hOO'. '" ,,.. "( p 7`.
<br />NOTES: A ; ti��' \ceNse ',,.. _ 5 '•, R .
<br />URE OF A 50 SQ. FT. UNIT IN TABLE Z. * 1 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 + - "X" DIM,
<br />1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESS MAXIMUM SIZE LISTED IN TABLE Z, OR TO THE PRESSURE FOR THE SMALLESTr'
<br />QUALIFY TO PRESSURE FOR THE MAX - o, 5E7o5 - _ i , No 5 ." =
<br />2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, Q COMPLETELY FIT WITHIN. '- -k , N -
<br />T AND HEIGHT DIMENSIONS C _ FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER k �^� ; CJ -
<br />SQUARE OR RECTANGULAP.SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH A THROUGH THE k
<br />0 INSTALLATION WITH OTHER FASTENER TYPES ARE THR DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1!2" FROM APJY CORNER. Q /D ? 6I II W
<br />3, INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 1 - v tl ll
<br />HORAGE DETAILS ON SHEETS 10 AND 11. r: U4 1g OF �+
<br />FRAME. SEE ANC 511'TE of ; • Z1, J,J. 10/iS f i mC "° NO C ANGE THIS SHEET A '•, ETA P n
<br />' 1D '•. , om rECHNGLOGYDRIVEANCHORAGE, IORAGE, CONCr'ETE SUBSTRATE ,0,�� xLOR\. �r\O,;'
<br />a•.is°aw M
<br />W. " E RAL FIN UNIT DESIGN PRESSURES ';UT •''•..FLORto�'' �11
<br />J,J. f0/78/It C NO CHANGETHI95HEET , INTEGRAL G �. �` "FK.y 4!3/07 "S". NEW SHEET NOKOMI6,FL9427b ALUMINUM PICTUREININDOW NON -IMPACT S ,," f0l0 TECHNOLOGY OR , ly !� r1111111113CM-T7y, SION A\- ,
<br />I`— r:
<br />F,K.
<br />++ r
<br />4/3N7
<br />l.:
<br />Hf S, _
<br />S
<br />H.vnbnr.
<br />LIMITED MAX. DESIGN PRESSURES TO FACi11TATEANCHORAGE
<br />NOKOMIe. FL
<br />P.O. SOX 1610
<br />P ��
<br />>»•:
<br />ALUMINUM PICTURE WINDOW, NON -IMPACT
<br />max.e r..x: o,.wrcu.. H.r,
<br />�.I SIONF\\ ,�
<br />I, M1
<br />1j II It,l
<br />A. Lynn Miller, P.E.
<br />P O. O 1629
<br />NOKOMI9, FL 9a174
<br />y,,thly B¢tter
<br />---
<br />1dM "0 -
<br />PW-701 ,NTS 4259-3 H�C
<br />/,
<br />A. Lyrmllidr, l'.E.
<br />P.EX 68705
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<br />A'
<br />CHAM1'GENOTE 1 ANCHORMIG lM1'iTll #12 SCREWS
<br />NOKOM/5, FL 3427d
<br />1�i,ibly'BCCCeY
<br />NT3 41'S9-`,j G'
<br />P,E,#66703
<br />o-.wn >'
<br />^.k
<br />ch,,,�.4ey.
<br />0r":
<br />PW-Ml
<br />..
<br />---1_.______________________
<br />F,K. 7 3
<br />_- ...
<br />vv,v
<br />O
<br />TIV V.V
<br />- IOU.V
<br />+ Tvv. V
<br />1 ,v
<br />ov
<br />+ tvv ,u
<br />-t au
<br />o
<br />+ - v v
<br />1ov.v t5 .
<br />+ 1Dv.v
<br />y v
<br />14 .
<br />+ - a5
<br />1vv.v 1z
<br />+ 1vv v
<br />-t1 ,
<br />7 8
<br />+ 10q.0 -115,2
<br />+ 85.2
<br />-g6.2
<br />+ 6 0,0
<br />•BO 0
<br />C
<br />100 ,0
<br />•160.0
<br />+ 100,0
<br />-150.0
<br />+100,0
<br />•160.p
<br />+100,0 -150.0
<br />+100.0
<br />•149.8
<br />+100,0 •135.0
<br />+1010
<br />•123.9
<br />+100,0 -116,2
<br />+96.2
<br />-951
<br />+80,0
<br />•840
<br />AREA
<br />10.42 SQ,FT, I
<br />IS 89
<br />SQ,FT.
<br />17.36
<br />SQ.FT,
<br />20,83 SQ.FT,
<br />24.31
<br />SQ,FT.
<br />27,78 SQ,FT.
<br />31.26
<br />SQ.FT,
<br />34.72 SQ.FT. I
<br />38.19 SOFT.
<br />4i.67 SQ.FT.
<br />A
<br />0
<br />1 G,0
<br />-15 .
<br />0 D
<br />+ 100.0
<br />+ 1 00,0
<br />- 160 .0
<br />+ 1 00.0
<br />-13g,9
<br />+ 100.0
<br />. 08 8+
<br />1
<br />88.1
<br />88 1
<br />+ 8 .1
<br />3
<br />83.1
<br />+ 84. Bd.t
<br />-
<br />1110.D00B+100.0
<br />+ 86.D
<br />-86.0
<br />+ a0.0
<br />-80.0
<br />_
<br />-160.0
<br />+100.0
<br />E600.00
<br />+100,0
<br />-i50.0
<br />+100.0
<br />-Isox
<br />+100.0•1334
<br />+100.0-1-19.7
<br />+100.0
<br />-104.5
<br />+100,0 -101.3
<br />+95.2
<br />=95.2
<br />+80.0
<br />-80.0
<br />C
<br />+ip0.0
<br />-150.0
<br />+100.0
<br />+100,0
<br />-150.0
<br />+100,
<br />-.166,E
<br />+100,0
<br />-133.4
<br />+100.0
<br />-120,6
<br />+100.0
<br />.109,7
<br />+100,0 •101.8
<br />+95.2
<br />-95.2
<br />+80.0
<br />-80,0
<br />AREAI
<br />11.46
<br />SQ.FT.
<br />15,26 SQ.FT,
<br />10,10 SQ.FT, 1
<br />22.92 SQ.FT.
<br />26.74 80. FT,
<br />30.66 SQ.FT,
<br />34.38
<br />SQ,FT,
<br />38,18 SQ.FT.
<br />42.01
<br />SQ.FT.
<br />45.03 SQ. FT. PRgDUCTRUVISED
<br />wmplyiag w1,5 aha I:loridn
<br />A
<br />+100.0
<br />-150.0
<br />+100.0
<br />•150:0
<br />+100,0
<br />•150.0
<br />+100.0
<br />-135.4
<br />+90.2 -09.2
<br />+81.2
<br />-81.2
<br />+75.0
<br />-75,0
<br />+75.2
<br />-75.2
<br />+76.5
<br />-76.6
<br />+70.6
<br />n6
<br />-76.6 DtdldlnB.Calo
<br />120.000
<br />B
<br />+100.0
<br />-15D,0
<br />+100,Q
<br />-150,0
<br />+100.0
<br />-16a0
<br />+100.0 •187,1
<br />+10tl.0 -120.4
<br />+100.D
<br />-108,0
<br />+g8,g
<br />-g8.9
<br />+90,1
<br />-90.1
<br />+g4.g
<br />-84.9
<br />+80.0
<br />Awa'Woo
<br />•80.0
<br />Na- M � j7"1
<br />io nn
<br />C
<br />+100.0
<br />-160.0
<br />+10D.0
<br />•150.0
<br />71 00.0
<br />-150.6
<br />+100.0 -137.1
<br />+100,0 -120.4
<br />+100,0
<br />-1G8,0
<br />+98.5
<br />-98.6
<br />+90.9
<br />-90.9
<br />+84,8
<br />-84.9
<br />+80.0
<br />•80.0 Ey
<br />i/'
<br />AREA
<br />12.50 SQ.FT,
<br />16.67 SQ.FT.
<br />2D.83 SQ.FT.
<br />25.00 SQ.FT.
<br />29.17 SQST.
<br />33.33
<br />SOFT.
<br />37.50 SQ.FT.
<br />41.67 SQ.FT.
<br />45.83 SQ.FT.
<br />50,00 SQ. FT. "ion,
<br />APda Ploducr CPmml
<br />A,t1111111
<br />.-
<br />NOTES;
<br />1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 50 SQ. FT. UNIT IN TABLE 1.
<br />2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST
<br />RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. -
<br />3, SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION,
<br />,:• �y Vt....n11(/''.;
<br />. ,,-�'.,.' -1 0 V ... '
<br />_ {x :' No, 58705
<br />,, D
<br />_ ,, Q D lz( {) W =
<br />H4VI4ay .K...
<br />J,J.r 10411
<br />.FK.
<br />H.NM"nn
<br />G NOcwtNGErHIssxEEr
<br />a
<br />1070 TECHNO(OGYDRIVE
<br />NOKOM/S, FL 040
<br />P,O. BOX 162e
<br />NOKOMt9, FL 34174
<br />F�'GT
<br />a,",,,y,",
<br />FLANGEDUNlTDESIGNPRESSURES
<br />��OT' ,,FLOR �''�C2�\
<br />/" ' O N A
<br />�' SS„ 1 t l� , `
<br />I II
<br />A. Lynn Miler, P.R.
<br />_ - RE,#58705
<br />' . r "2
<br />F.I(. 1
<br />4130
<br />`.iJ'OJ
<br />S LIMITED
<br />H° °
<br />A cHAN6E
<br />E E PER TA 300- 2,
<br />MAX. DESIGN PRESSURES TO FAC/LITATEANCHORAGE
<br />NOTE 1 ANCHORING wire #12 SCREWS
<br />-
<br />ALUMINUM PICTURE WINDOW, NON -IMPACT
<br />0,avn er Dare
<br />F.K.
<br />7114'03
<br />O"wroey.
<br />one
<br />tr,',rihly Better
<br />i61;k'1iA
<br />g,PW-701
<br />°an'1'
<br />NTS
<br />o'e1bpfie' - "°"
<br />4259-3 C
<br />. WOOD ANCHOR
<br />WOOD ANCHOR
<br />(SEE NOTE 2) AI
<br />(SEE NOTE 2) A
<br />114" MAX.
<br />SHIM
<br />I
<br />I
<br />1/4" MAX,
<br />SHIM
<br />f
<br />114" MAX.
<br />I SHIM
<br />,131"DIA, MIN.
<br />T
<br />.
<br />x 2 1/2" NAIL,
<br />AT CORNERS
<br />��
<br />-�- =�c 5
<br />1 3!8" MIN.
<br />®EMBEDMENT
<br />-i o I 1 3/8" MIN,
<br />--,-- _-� ®EMBEDMENT
<br />_
<br />��-
<br />�c�
<br />AND 5" O,C.
<br />-
<br />11
<br />WOOD BUCK OR FRAMING J
<br />INTEGRAL FIN DETAIL B
<br />2x WOOD BUCK I L
<br />(SEE NOTE 3) FLANGED DETAI_L_C
<br />2X WOOD BUCK
<br />(SEE NOTE 3)
<br />INTEGRAL FIN DETAIL A
<br />CONCRETEANCHOR
<br />CONCRETE ANCHOR
<br />(SEE NOTE 1) A
<br />(SEE NOTE 1) ®
<br />I 1/4" MAX,
<br />1/4" MAX.
<br />SHIM
<br />HI
<br />SHIM
<br />I
<br />;�-----� 1_
<br />T
<br />1. ".'+' SEE NOTE 1 FOR _
<br />,
<br />-
<br />.
<br />"
<br />,•t '', o ' ` ' EMBEDMENT ® SEE NOTE 1 FOR y4 , 4'° • 4. LICK 1X WOOD BUCK
<br />,'
<br />°, + ' :=; �-----� ®EMBEDMEN7�';;•' • . Q.`
<br />�.
<br />(SEE NOTE 3)
<br />T
<br />®
<br />j
<br />3.5 KSI MIN. CONCRETE
<br />3.5 KSI MIN, CONCRETE
<br />OR 1.5 KSI MIN. CMU A
<br />FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E
<br />RObuCr rsTiv1313D
<br />NOTES; A
<br />1 3
<br />S EDED /8
<br />" LC T PCON E B
<br />APPROVED 0 A M
<br />- AD APPR E I
<br />COUNTY, USE ONLY MIAMI D E COUNTY
<br />1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE C
<br />>% wmplyhl8 wu110" Nof ido
<br />a Coao
<br />ann In 6 .•. �
<br />,
<br />MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM AN TO CONCRETE
<br />aaoP,1,n1/)�,
<br />A Ia yyn /���
<br />EDGE IS 1 3/4" MIN, I
<br />2. FOR WOOD APPLICATIONS IN MiAMI-DADE COUNTY, USE #12 OR 414 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX.
<br />`
<br />AmPde Pro a C-11-
<br />3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2", 1x WOOD
<br />BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR
<br />II
<br />GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
<br />I ,1111
<br />IFR iyr
<br />JURISDICTION.
<br />4, FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE
<br />`\�,C\�
<br />. O . ' gNSE '
<br />ti • J
<br />ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
<br />= �:` No 5010y,
<br />.*
<br />THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
<br />_
<br />; �( w
<br />�
<br />IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED.
<br />l L° 3-6oF : W
<br />i_.
<br />J.J.
<br />wx
<br />IO/fSN1
<br />H f,Wn
<br />C
<br />NO CHANGE THIS SHEET
<br />I070TECHNOLOGYDRIVE
<br />na,•+Fam,: -
<br />ANCHORAGE -HEAD SILL AND JAMBS
<br />A'•.
<br />i -A '., Siij �•.•' �I.
<br />;!'O,o •. ,L t`�11
<br />e y:
<br />F.K
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<br />4/.
<br />i,n,
<br />S
<br />REVISE AND UPDATE ANCHORAGE PER CURRENT FSC
<br />No'coMIS, FL 34275
<br />r
<br />=
<br />'"°'
<br />ALUMINUM PICTURE WINDOW, NON -IMPACT
<br />'/, FSS I ON P�,�`'
<br />y11, Itt
<br />I� II
<br />T.--Tyr:
<br />F.IC.
<br />a,a.^ y:
<br />I,,m:
<br />12115103
<br />oan .
<br />H°,,,wn,:
<br />A
<br />-N w o,•
<br />CHANGE 1 ANO FASTENER SPACING
<br />o.,.:
<br />P.o. eox 46ze
<br />NOKOMIE, R 34274
<br />Visibly Bet[er
<br />ea.m_n.4n: 4n"-' r-------- n.
<br />Pw-701 N'7 r 259-3 C
<br />A. Lynn Iller, P.E.
<br />P.E.# 68705
<br />FK• 7114108
<br />TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE -WOOD SUBSTRATE
<br />0p
<br />WINDOW "Y" DIMENSION -
<br />WIND.
<br />sU w
<br />15"
<br />20'
<br />25"
<br />39'
<br />35"
<br />40"
<br />45"
<br />0
<br />W,
<br />"X'
<br />Q
<br />1,
<br />2.,4,
<br />1,
<br />2,
<br />4.
<br />1.
<br />2.
<br />4.
<br />1,
<br />4.
<br />4.
<br />2.
<br />4.
<br />2.
<br />4,
<br />i.
<br />1.
<br />DIM.
<br />X Y
<br />XYXY
<br />X Y
<br />X Y
<br />X 1'
<br />X Y
<br />X Y
<br />X Y
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<br />ANCHOR TYPES:
<br />1. #12 STEEL SCREW (05)
<br />2. #14 STEEL SCREW (G5)
<br />3.ELCQ TAPCON
<br />4, 1/4" EL CO S84 CRETEFLEX
<br />6, 5/16" ELCQ TAPCON
<br />. a"Pptying M(h Iha Florid"
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<br />is -� /�d�
<br />NOTES:
<br />Mtmn And. Prodac
<br />1, ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS; "Y.
<br />MAX. ON -CENTER (O.C.) "X" AND „r DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM.
<br />MAX, 6 1/2" FROM CORNERS
<br />\�q \YNN 11114 �R, `,
<br />y
<br />; 0 ,•'�Ceh1SE ...
<br />2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR:
<br />I-,- "X" DIM. -^i
<br />I
<br />� IV., 4 '
<br />-dr : No. 58705
<br />FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER
<br />DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112^ FROM ANY CORNER.
<br />= ; a
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<br />1070TECHNOLOGYORIVE
<br />w.Umle,r
<br />ANCHOVRAGE, WOAD SUBSTRATE
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<br />413107
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<br />NEW SHEET
<br />NOKOMIS, FL .Y4276
<br />w°'
<br />� �\�y,
<br />•' . • • •'lal
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<br />P.O. BQX Iwo
<br />ALUMINUM PICTURE WINDOW, NON IMPACT
<br />s°a4x em' -
<br />/ iONA ,
<br />///
<br />AA. b
<br />nrexn
<br />_. F.K.
<br />"°,.;
<br />711410S
<br />C °rw Y
<br />_ _
<br />wk:
<br />-_
<br />NOKOMIS, FL 34274
<br />t1W1,1y &,Mr
<br />w,b a",wY
<br />PW-70f
<br />A"Ho rteH
<br />NTS 4259-3 C
<br />Lryi.h IMIIId4 �
<br />P,E.#5BT06
<br />MIAM IE MIAMI-DADE COUNTY, FLORIDA
<br />m PRODUCT CONTROL SECTION
<br />209
<br />DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2(i l Street, Room 474
<br />AFFAIRS (PERA) Miami, Florida 33175-2474
<br />BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599
<br />NOTICE OF ACCEPTANCE (NOA) www.miamlidade.aavfl�era/
<br />PGT Industries, Inc.
<br />1070 Technology Drive
<br />North Venice, FL 34275
<br />SCOPE:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction
<br />materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA
<br />-Product Control Section to be used in. Mianii-Dade County and other areas where allowed by the
<br />Authority Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
<br />Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mianli-Dade County) reserve
<br />the right to have this product or material tested for quality assurance purposes. If this product or material
<br />rforin in the accepted mamYer, the manufacturer will incur the expense of such testing and the AHJ
<br />t0 e
<br />fails p f
<br />p
<br />may immediately I -evoke, modify, or Suspend the use of such product or material within their jurisdiction.
<br />PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade: County Product
<br />Section that this product or material fails to meet the requirements of the applicable building code.
<br />Control
<br />This product is approved as described herein, mid has been designed to comply with the Florida Building
<br />Code, including the High Velocity Hurricane Zone,
<br />• ccPW d w - N_I.
<br />DESCRIPTION: Seri-701 Picture Aluminum. Fixed. W>!n o
<br />DOCUMENT: APPROVAL Drawing No. 4259-3 titled "Aluminum Picture Window, Non-lrnpact",
<br />sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest revision "C" dated
<br />10118/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P, E., bearing the
<br />Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
<br />Expiration date by the Miami -Dade County Product Control Section.
<br />MISSILE IMPACT RATING: None.
<br />LABELING: Each unnit shall bear a permanent label with the manufacturer's fume or 1090, city, state,
<br />model/ series and following statement: "Miami -Dade County Product Control Approved"' unless otherwise
<br />noted herein.
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
<br />. no change in the applicable building code negatively affecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a. revision or change
<br />in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
<br />'
<br />of any product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure
<br />to comply with any section of this NOA shall be cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
<br />followed by the expiration date may be displayed in advertising, literature_ If any portion of the NOA is
<br />displayed, then it shall be done in its entirety.
<br />INSPECTION, A copy • of this entire NOA shall be provided to the user by the manufacturer or its
<br />distributors and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA revises NOA No. 08-1112.09 and consists of this page 1, evidence pages E--1 and E 2, as well
<br />as approval document mentioned above.
<br />The submitted documentation was reviewed by Jaime D. Gascon, P. E.
<br />�(), NOA No. 11-1114.17
<br />MIAMI-IDADeeoDN7Y Prla_�Iv
<br />" Expiration Dsrte: February 19, 201.1
<br />�9
<br />02
<br />621--�Approval Ds:te: February 1 ,�Page 1
<br />PGT Industries. Inc,, .-
<br />NOTICE OF. ACC +PTANU: EVIDF,NCE( SUBMITTEII
<br />A, DRAWINGS
<br />1. Manufacturer's die drawings and sections.
<br />(Submitted under NOA'sNo. 03:1105^02)
<br />2. Drawing No. 4259-3 fitted "'Aluminum Picture Window, Non -Impact", sheets 1
<br />through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest revision .
<br />"C" dated 10/18/11. prepared by PGT Industries, Inc., signed and sealed by Anthony
<br />Lynn Miller, P. E. .
<br />B. TESTS
<br />1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94
<br />2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />Alongwith marked -up drawings
<br />p g and installation diagram of an alutninurrl fixed
<br />. different shakes window,, prepared by Fenestration Testing Laboratory, Inc., Test tt �
<br />o �atl J
<br />Reports No.'s FTC-383'4 and FTL-3847, dated 07/30 and 31/03, all signed and
<br />sealed by Joseph C. Chan, P. E.
<br />(Submitted under NOA No. 03-1105.02) -
<br />C. CALCULATIONS if OF .1 1. Anchor verification cal-culations and stnietttral analysis, Complying with FBC, -
<br />Prepared by PGT Industr-iies, Inc., dated 04/13/07, signed and sealed by Robert L. •
<br />Clark P. E.
<br />(Submitted under previous NOA No. 08-1112.09) 1 0
<br />2. Complies with ASTM E13 4
<br />D. QUALITY ASSURANCE
<br />1. Miami -Dade Department of Permitting, Environment, and Regulatory Affair
<br />s
<br />(PERA)
<br />E. NIATERIAL CERTIFICATIONS Iiill....1 ''
<br />I. None. m .
<br />.,. „
<br />F. STATEMENTS
<br />1. Statement letter of confornnance. and compliance with the FBC-2007 (with the 2009
<br />supplement) and FBC-21010 dated 10/26/11 . � I pp ) ,signed and sealed by Anthony .Lynn
<br />Miller, P. E.
<br />2. Statement letter of no fmla,ncial interest and independence, dated 10/26/11, signed.and tt .
<br />sealed by Anthony Lynn Miller, P. E. I
<br />Jaime D, Gas oln, P. E.
<br />Product Control Section Supervisor
<br />NOA No. 11-1114.1.7
<br />Expiration Date: February 19 2014
<br />Approval bate: February 16, 2012 ,.
<br />E - I .
<br />- - ,
<br />-- -
<br />-
<br />
|