|
EMN PRESSURES FOR MW&DADE COUNTY (ASTM E `1300-") TABLE 2.
<br />TANDARD VIEW AND RADIUS TOP WNDOWS EQUIPM0 WI 1410H SILL OPTION
<br />WIHDOWHSGHT OVER SASH HEIGHT
<br />vmww 29 SM" 383lr 4C ar 74' 16"
<br />WIDTH QLAes TYPE 1216MV isala, Isola, 2161101, 28114" 2913ilfio- 30 mr r Vie"
<br />. MEETING RAIL
<br />A
<br />+ma 7725 75
<br />*n.0 ' -1210
<br />-.80.0 1 -120-0
<br />+om I -12a.0
<br />+w.0 1 -im.5
<br />+bi.3 -of
<br />+49-S -49.3
<br />.7�- 5 1
<br />7T7_5 -47.5
<br />is Im"
<br />S� D. F, H: J
<br />+80�0 I -150�0
<br />-'60'
<br />-1 22-
<br />+80.0 j - 500
<br />_7EL �1_1417
<br />+0_0 -ils'S
<br />- +00,0 �1!�g
<br />+8110 1 -1
<br />C,G
<br />4 0.0 1 -150,0
<br />8
<br />+8Q,0 460�0
<br />?10 .1 .1
<br />+80,0 -144.0
<br />400.0 1
<br />11
<br />-F49-S .49.3
<br />t475 1 4-7.6
<br />HI
<br />E� f
<br />t8a.0 �135.0
<br />+800 1 -1360
<br />+80,0 1 -136,11
<br />+110.0 -120A
<br />+30.0 -998.
<br />4-49,3 -1*.3
<br />+42 1 --c' - 5
<br />A
<br />+86,0 -120.0
<br />-80.0 1 -120.0
<br />1:00.0 _,�120.0
<br />-1 14�3
<br />-+M-O-39.0'
<br />+44A 44A
<br />-,80.0
<br />+44.4 -4+4
<br />+4
<br />Z411
<br />51 D� F, H, j
<br />+80.0 .150.0
<br />-_ w5c. 0
<br />-;80.0 -1-ma
<br />I -an -160,0
<br />+00-0 1 -ITO-0
<br />-104.5
<br />+aux
<br />+80.c -9�
<br />C,G
<br />+8a.0 .150.4)
<br />_±80.6
<br />+80.0 -150.0
<br />480.0 1 -1 0
<br />+80,0 1 -130.4
<br />+80.b , -911
<br />44SA -4B.4
<br />+44.4 -44.4
<br />44Z6 -42.5
<br />E, 1
<br />480.0 -136.0
<br />480.0 135-0
<br />__4T0.0 -,,08.4
<br />-+46.4 -46.4
<br />4,44.4 1 -44-4
<br />t42,6 -42.5
<br />NLJ I t-':
<br />A
<br />+80.D A200
<br />+80.0 A14.0
<br />*80.0 ;1 -95.9
<br />+80-0 -1 -83.9
<br />+53.3 i -68-3
<br />+44,6 -4.5
<br />--+Z-2-1-422
<br />440.0 40.0
<br />32"
<br />R, D, F. H, J
<br />+80.0 -150.0
<br />+80�0 1 -150.0
<br />+80.0 -1W.0
<br />1-80.0 -Isov
<br />*Box ! -IU,3
<br />-160.0 -Igo's
<br />*80.0 -94,9__
<br />+800 -90.0
<br />__
<br />V41ND01PIS WITH THE LOW SIIJ�.
<br />C.G
<br />480�0 -ISQ-0
<br />+80.0 -150.0
<br />+80.0 -132.4
<br />+80.0 -1132
<br />4meo�D 21
<br />-44.6
<br />+42.2 42.2
<br />7450-
<br />- -40.0
<br />OPTION ARE LIMITED TO A,
<br />E. 1
<br />-f80.0 -129.1
<br />48().0 -107.1
<br />4-80,0 -99.6
<br />+30-0 -M4
<br />-75.9 11.1
<br />__+44-6
<br />+44_9 j 6
<br />+491 -42-
<br />�40.0 -40.0
<br />POSITIVE DESIGN PRE35URE
<br />z
<br />OF +s4�0 PSF OR LOWE R AS
<br />SHOWN IN THII: TABLE.
<br />A
<br />48010 1 -120.0
<br />480.0 -mu
<br />+8u-u -82.6
<br />4:r2-8 -7m
<br />�6211 7F
<br />+448 1 -44.6
<br />+42.2 2_2
<br />+40.0 -40.0
<br />9, D. F. 14, J
<br />+80-0 1 -160-F
<br />78070 T --15G.0
<br />+W.0 46.0
<br />F80.0 1 -1-31.6
<br />48(3:0
<br />7800 -04ju
<br />+30.0 -90.0
<br />NECATIVE DESta,! PRESSURES
<br />C.0
<br />+80.0 1 -150.0
<br />+80.0 Amu
<br />*60.0 1 -115.3
<br />780.0
<br />i
<br />+77.3 i -77.3
<br />-tA4_S -44.6
<br />442.2 1 -412
<br />+400 -40.0
<br />ARE UNEFFEGYM,
<br />E, 1
<br />+80.0 , -112-8
<br />+80.0 -90A
<br />-80�O -06-7
<br />;179-7 -1.70-7
<br />-t-89.5 1 -69.6
<br />+44.6 -44.8
<br />+4"_ -42.2
<br />A
<br />480.0 -120.0
<br />+80.0 -90.0
<br />477 -77A
<br />-,07.0 '. -87.0
<br />1+-5
<br />4,L8
<br />442,2 1 -42.2
<br />+40-0 1 -4Q,Q
<br />13, D, F. H. j
<br />+40.0 1 .150-0
<br />+80.0 -150�0
<br />�6,
<br />+80 -1-50.0
<br />4-80.0 1 -150.0
<br />+8000 -131.5
<br />+90.0 1 -1M3
<br />+86.0 1 -94.9
<br />480.0 1 -SOO
<br />C.G
<br />2 - 119-6
<br />4110.1 -117.1
<br />+80. 1 -1 -5
<br />0 07
<br />+ -0 -90-2
<br />800
<br />+72,ZI 1 -723
<br />+44-6 44.6
<br />4 -42.2 1 -42-2
<br />-A0,0 -40.0
<br />E, 1
<br />8�O
<br />no _jr
<br />4_5
<br />+80.0 -82.0
<br />47&3 -70.3
<br />+73.6 1 43_5
<br />1+85.2 -65.2
<br />+44.6 .44-6
<br />+42.2 1 -42-2
<br />W.0 -40-0
<br />_A0.0
<br />oswad�o
<br />A
<br />+80.0 -1200
<br />+800 -84.6
<br />4%A .69.1
<br />-5-21
<br />.2 '�:-4 L
<br />72= '_2
<br />B. 0, F. H, J
<br />+80-0 -1 50A
<br />+90-C -150.0
<br />�80.13 1 -150.0
<br />+8D_0
<br />-1$1-2
<br />+80.0 -100,3
<br />04S
<br />�suo
<br />44'
<br />C.G
<br />+80-0 -123-7
<br />t8G.0 -102A
<br />460.0 1 -04.3
<br />q-UDS -a0_2
<br />+N.1 -66A
<br />+44.6 -44.6
<br />+442.2 1 -422
<br />440.0 -40.0
<br />E. 1
<br />+80.0 -98.7
<br />+7 .7
<br />+70.2 -70.2
<br />4615L -
<br />-44.6
<br />+42.2 1' 422
<br />1 -14,0 1 -400
<br />A
<br />+13U.0 '
<br />+80.0 -84.8
<br />+601 -69.1
<br />-�60.5 1 -00,5
<br />-62.1 -521
<br />1 444.5 1 -44.5
<br />1 +422 -4-22
<br />+40.0 - -40-0
<br />48'
<br />B. D, R H. J
<br />4801) -15G.0
<br />1
<br />+80!0 -1423
<br />+610 1 -128.7
<br />+60,0 -114.7
<br />+30.0 1 -10
<br />480.0 '- -.94.0
<br />+80.0 -90-11
<br />C,G
<br />+80.0 1 -111-1
<br />+80.0 -ste
<br />-,an -01 -83.5
<br />+75X ; -75.0
<br />+60.1 -80.1
<br />+44.6
<br />+42.2 1 42.2
<br />+4aO -40.0
<br />E, 1
<br />480.0 i -93.0
<br />466's .66.9
<br />+62.9 1 .827r-
<br />_V' �I-SV �
<br />-53.6 -53.8
<br />�44A 6
<br />-421 �'-422
<br />+40.0 -40.0
<br />A
<br />+80.0 1 -98.3
<br />+71.3 i -71.3
<br />+56.0 1 -66.0
<br />449Z i -48.8
<br />+42-9 -479
<br />W2 1 -40,2
<br />-+39.8 1 -39.8
<br />.39.3 -sq-3
<br />63118'. 1
<br />B. 0. F. K J
<br />-80.0 :.195 0 0
<br />jE0.51 438A
<br />t60 0 !, -124-9
<br />460.0
<br />+810 1 -113.2
<br />+800 -968
<br />+80.0 1 -92,2
<br />+80 .0 1 -91.0
<br />+80.0 -90.0
<br />60.0 8.�
<br />+80. -80A
<br />+72
<br />�154�4 -54.4
<br />+40 �5i -46�5
<br />+40.0 -40.0
<br />�O�
<br />4*00-D -9111
<br />+59.2 -8&3
<br />+54.3 7 -54.3
<br />162.7 � -62.7
<br />1 +49-7 -49-7
<br />-t4l.0 1 -41.0
<br />GLASSTYPES:
<br />A. 3116"ANNEALED E. 13116"I.G., lig'ANNEAI ED, AIRSPACE, 1/T'ANNEALED 1. iWIVI.G., W6'ANNEALED, AIRSPACE, 1tr ANNEALED
<br />8- 3116, TE16VIERED F_ 13116" I.G., If&- TEMPERED. AIR SPACE. IM' TEMPERED J. 13116" I.G.. 3116" TEMPERED, AJR SPACE, I W TEMPFERED
<br />G.1WANNEALED G, 1311VI.G., Wis"ANNEALED, AIR SPACE, 31ITANNEALED
<br />iD. IW TEMPERED H� 13116" I.G.. Vie" TEMPERED. AIR SPACE. 3A T TD&IEREI�
<br />DESIGN PRESSURES, STANDARD VIE4W
<br />WINDOW NCW-IMPACT
<br />04%lt FL 342-M
<br />�_bkl Eu.,
<br />ALUM. 3IN2LE HUNG
<br />1.11
<br />`N7SI_1 --- 1,� 4Oa2-20
<br />PE e_qg? I
<br />DESIGN PRESSURES FOR MIi4A%DADE COUNTYJASTMI E 130"9,) TABLE 3.
<br />CUSTOM VIEW AND RADUS TOP VWNDOWS EQUIPPED WI HIGH SILL OPTION
<br />7750-w WIND=HiMHT
<br />WIDTH
<br />GLASS TYPE
<br />25 wo,
<br />39 3181
<br />4C
<br />so aw
<br />0.
<br />72-
<br />74- 76"
<br />1,176
<br />A
<br />+80.0 f -120A
<br />+811Z -
<br />:120.0
<br />-51-s
<br />74c&a 1 -49.3 s
<br />--;k�7 . _,F__T7_i
<br />19 1/8"
<br />B. D,F. H. J
<br />I
<br />! 150.0
<br />.....
<br />+810 -150.0
<br />+60.0 1 -150.0
<br />1 -0 1 -150-0
<br />4 -141A
<br />-_
<br />, , ;I o oo ca a
<br />C.G
<br />+80.0 -150,0
<br />Lhu
<br />*80.0 -ISO.*
<br />+80-D 1 -90.9
<br />+rz,u --v-9
<br />4-SI.S -51.3
<br />�49.3 -42.3 �41.$ -47.5
<br />E. 1
<br />-135.0
<br />+8ND 11132.! -
<br />+80.0 -120.8
<br />+0.0 1 -90,0
<br />51.3
<br />+0.. -47.5
<br />A
<br />+80A -120.0
<br />+80.0 1 -120.0
<br />+00.0 -107.2
<br />-IM.13 1 -87-3
<br />+b8.6 I -6a,6
<br />+L6.4 i 46A
<br />q-44.� �44A �42.15 -42.5
<br />247
<br />B. D, F, H, J
<br />+80,a -150.0
<br />+80.0 -150-0
<br />+B0.0
<br />�80.o ! -150.0
<br />+80.0 -132.0
<br />+w.0 -104.5
<br />+,60.0 -99'.9
<br />c,G
<br />+NA -150.0
<br />+W�n -150.0
<br />Ls "
<br />+80�0 -14.
<br />+80.0 1 -WA
<br />t5a-6 -&8.6 -
<br />+46.4 -46.4
<br />+44A -44.4 �42.5 -424,
<br />_1Z,76,
<br />E. 1
<br />-80.0 -136.4D
<br />+00.0 -128,0
<br />_,05 .8
<br />+80 -,5,9
<br />_�6.6
<br />+40.4 i -415.4
<br />j_-Z-5
<br />U.4 t_:�'4K_4
<br />-74-0 -0:-
<br />A
<br />480,C -120.0
<br />480.0 45.5
<br />+60.0 -80. 1
<br />j -,66.8 1 -W,8
<br />+40.3 -49.3
<br />443.6 'A. 6
<br />+42.2 42-2 �(O
<br />B. D, F, H. J
<br />*80.0 -160.0
<br />+80.0 -160,0
<br />-800 -1500
<br />460.0 -1 So..n
<br />+itb -4T�z
<br />+80�0 -94-9 +8D.0 -9-J.0
<br />321.
<br />C
<br />+80.G -
<br />.0 -1 32.1
<br />460�O I, -10�A
<br />+8D.0 -87.6
<br />+66.6 - .5
<br />t44.0 -44.6
<br />+42�2 -422 400.0 -40.0
<br />E. I
<br />-,W.E -1282
<br />+w.0 -99.5
<br />+80.0 -aox
<br />-+73.0 -73-9
<br />_65.9 -55.8
<br />+44-6 1 44.6
<br />142.2 4-2�2 +40.0 -4,10
<br />_2!
<br />G
<br />+80.0 -150.0
<br />+80.0 -150.0
<br />+80.0 -1442
<br />+800 -89.2
<br />4-56.5 -66.5
<br />+44.6 1 -44.6
<br />+40.0 -40.0
<br />�Dr.
<br />+40.0 -120.0
<br />*80.0 -82-4
<br />+B9.2 -69.2
<br />+60,6 -60A
<br />+,01 -46,g.
<br />+40-5 1 -40-6
<br />40.6 '-4C,5 +4
<br />�_11 H. 1
<br />+80.0 -15o.0
<br />+80.0 -150v
<br />+60.0 .150.0
<br />+90.0 -150.0
<br />U.0 .118.3
<br />+80.0 1 -100.3
<br />+mo -,-x4.9 �e -
<br />37-
<br />ej
<br />480.0 -150.0
<br />+W_Q -114,9
<br />-tao.0 -92.6
<br />+75 U -75.8
<br />.8 -52A
<br />+44.6 -44.6
<br />+42-2 -41.2 0. -4q.0
<br />E, I
<br />t80_0 112-9
<br />+Su 1 -05.6
<br />+T7.1 -77-1
<br />+w.1 -88.1
<br />4-51.9 -51,8
<br />+446 -44.6
<br />-42.2 1 -42�2
<br />G
<br />+80.0 -150.0
<br />+8a.0 1 -T4-83
<br />480.0 1 -124.6
<br />+80.0 -84.1
<br />+62.8 -62.8
<br />+44.6 .44.6
<br />--+42.2 i -422 +40-0 1 -40,0
<br />A
<br />+80-0 -1 .0
<br />+75.7 -76.7
<br />+G4.5 -64.5
<br />-�58.4 -66A
<br />7
<br />1-392 , -39.2
<br />+3�2 -902 +519.2 -39.2
<br />B. D. F, J
<br />+80.0 -160.0
<br />+80.0 .150.0
<br />�60.0 -160.0
<br />+8b.0 450.0
<br />�41
<br />, .4
<br />4-80.0 1 -U7.3
<br />+80.0 -94.9 480.0 -90.0
<br />4D"
<br />0
<br />+80.0 -142.6
<br />+80.0 -107.1
<br />480,0 -44.1
<br />+70�8 -70.8
<br />+612 1 _S1 �3
<br />- "
<br />_443
<br />+42.2 -42-2 __ +40.0 -40-1)
<br />E, 1
<br />48NO.0 -104.6
<br />478,2 -70.2
<br />+7D_9 -70.9
<br />t64.1 -54,1
<br />+40.3 -49-3
<br />�41 j
<br />�42.2 _v>2 �40-0 1 -40-0
<br />G
<br />+80.0 -150.0
<br />+80.0 -138.1
<br />4610 -116-2
<br />-+74.2 �74.2
<br />4-51,3 -51-�
<br />*4n1 -43.3
<br />442.2 -422 +40 -4Q.0
<br />A
<br />+80-0 -120.0
<br />+58,8 1 -06.8
<br />+581 -58 1
<br />+6117. -61.5
<br />_+80A
<br />241.5 -4tS
<br />+37.7 -37j
<br />+577 -37� 437.7 .3771
<br />B, D, F� H, J
<br />4-80,0 -150.0
<br />+80-0 1 -1500
<br />40-0 1 -160.0
<br />-143,5
<br />+80A 1 -112.4
<br />480-a -0.8
<br />+80,0 -53.0 +_P10'a -90.0
<br />C.G
<br />+110.0 1 -126.6
<br />+80.0 j -96.3
<br />-7
<br />�&3
<br />63.8 -53.8
<br />-513.0 1 0.0
<br />+41.7 -41.7
<br />+01 1.7 44D.0 -40.0
<br />+80.0 -%.1
<br />+70.1 -70 .1
<br />_+�76L.
<br />+65.2 -6512
<br />+463 -45.6
<br />-40,0
<br />A
<br />-t80_0 AiSF7
<br />+51.8 1 -.61.9
<br />+52-6 Z19
<br />;47.1 -47A
<br />439.7 -3917
<br />t36.0 1 -36.0
<br />+36�0 -38-0 +16.0 -:m.0
<br />B� D, F, H, J
<br />480.0 -160.0
<br />40.0 1 .1437
<br />-SW; r-t_K:
<br />+80.0 _1T5.8
<br />.
<br />"' 1
<br />_' 80.0 -9 ;S
<br />+800 -91.5 +80A 419.0
<br />48"
<br />+80-0 : --85.3
<br />+70-3 -70.3
<br />4-55.9 i -,%.g
<br />_280-2
<br />+48.0 4�8
<br />+40-7 -40.7
<br />4-40.7 407 -4410
<br />E, 1
<br />460.0 -93.1
<br />+6ZEI I -62a
<br />4-519 ! -52-9
<br />+41 �9 41,9
<br />*37.6 -37.8
<br />+37.8 i -37.P +aTa -37.8
<br />-150.0
<br />460,0 -111.4
<br />+00-0 -95-1
<br />;4;7li ;47.
<br />�55.9 -5519
<br />+40.4 1 -49A
<br />+40.7 -0.7
<br />*AD-7 1 -40.7 40,F' -40-0
<br />A
<br />480.0 -100.6
<br />+56.8 -S&A
<br />11
<br />-47-4
<br />+36.8 i -36.8
<br />_+a-/ --h.7
<br />1033 -35..
<br />8; D, F, H, J
<br />+110.0 -150.0
<br />-40,0 4
<br />47i%_
<br />_11te
<br />�mo -108.6
<br />+w
<br />-90-0
<br />53 w
<br />C,G
<br />+i;�O AD0.6
<br />�74.4
<br />-63-7
<br />+43
<br />10 -40.0 +40.0 1 -40.0
<br />+B0.0 1
<br />+54.3 -54.3
<br />1 +528 1� -52�8
<br />4,4113 -483
<br />+38.0 1 -38.0
<br />+342 1 _341
<br />-4-34 1 73Z.2
<br />GtASS TYPES -
<br />A. 3116"ANNFALED E, I.V ANNEALED, AIR SPACE, IW ANNEALED 13118"I.G_ WITANNEALED, AIR SPACE, 118" AINNFALED
<br />B. 1116'TEMPERED F_ i3llg- I-G., liff- TEMPERED, AIRSPACE, 118' TEMPERED J. 13116" I.G.- WIT'TEMPERED. AIR SPACE, IM"TEMPERED
<br />C. IA` ANNEAL20 G. 311U'ANNEALED� AIR SPACE, 3116- ANNEALED
<br />,D. IW TEMPERED H. 3!lV'TEMPERED, AIR SPACE, 31-ITTEMPERED
<br />MEETING RAIL
<br />-)c
<br />H
<br />NOTE:
<br />WNDOWSWITH T'HIC LOW SILL
<br />OPTION ARE LDAT5M- -10 A
<br />Powwr= DESIGN IRE55URE
<br />OF t64.0 PSF Or, LOWER AS
<br />SHOVVN IN THE TABLE.
<br />NEGATIVE DESIGN PRESSURE5
<br />ARE UNEFFECTEED,
<br />DESIGN PRESSURES CUST044 VIEVY
<br />PD1 wx ImG ALUM. SIMSLE HUNG YVINDO W. NON -IMPACT
<br />P, 34274 vl�b6 Htu-.
<br />AfTs 1 .5 � 13 4ra2-2o
<br />53 ItT MAX
<br />WIDTH (ALL)
<br />[_49&8'UA)LRXED_j� D__j
<br />OLD (ALL)
<br />A
<br />SE LDLO 0 SEE I DL0 SEE D
<br />TA13LE _j
<br />TABLE C) TAB
<br />7T AX_ "U. MAX
<br />HEIII HT HMG14T HEI HT
<br />Lq
<br />t
<br />SEE DL.0 313 71,16"
<br />MAX t
<br />TA13LE x SEE DLO E
<br />SASH x
<br />SEE DLO
<br />(MAX) TABLE x N TA5LE
<br />L - HOF
<br />48 IM MAX.
<br />VENT OLD (ALL)_ DETAIL B DETAIL C
<br />DETAIL A VIEW (STANDARD SASH Rj�DIUS TOP (,7
<br />RT
<br />ANDARD Sj��H
<br />F
<br />DLO
<br />&E SEE DLO
<br />&tky- TABLE 0 76'MAX,
<br />HT HEIGHT
<br />L L
<br />20' 20.
<br />SEE SASH SEE OLD TABLE X SAS14
<br />DLO TABLE
<br />HEIGHT HOGHT
<br />DETAIL D DETAIL E
<br />VIEW (CUSTOM SASH) RADIUS TOP (CUSTqM SASH)
<br />NOTES:
<br />I ' SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
<br />2 S EET 9 FOR CORNER DETAIL VIEWS
<br />3* SEE SHEETS 10, 11 AND 12 FOR ANCHORACE INFORMATKMt
<br />4. SEP SHEET 4 FOR STANDARD SASH HEIG�-TS_
<br />=110=1 ELEVATIONS
<br />r--&
<br />FA
<br />VERTICAL DAYMFT
<br />OMNING - __
<br />DETAIL
<br />-FIXED LITE
<br />-
<br />LOW
<br />BILL
<br />M.4
<br />SILL
<br />34 314 a'
<br />B
<br />41 E19'
<br />41 i
<br />0
<br />41 14'
<br />40 70
<br />5,-518,
<br />5,-) 1 1mv
<br />_i� IW�
<br />52 ViW
<br />DETAIL
<br />LOW
<br />SILL
<br />HIGH
<br />BILL
<br />A
<br />NAM"
<br />-24 3116"
<br />B
<br />27 7116"
<br />X7 10
<br />C
<br />27 7YIV'
<br />2-1 Iff
<br />D
<br />16 10/v
<br />15 1
<br />E
<br />16 3151
<br />153w
<br />FA-B rg 4
<br />ALUM. SINGLE HUTJO WINOOVII, NCWV-1MFACT
<br />-13 1 4(� 12�20 1 1
<br />26 (SEE NOTE) 27 BALANCE PARTS USED
<br />ON SASHS >40 LBS
<br />INSIDE MAK VENT DAYUGHT OPENING
<br />14 &
<br />31
<br />__j
<br />j +
<br />MAX 2,710"
<br />FIXED
<br />LITE1�_ I'll ----------
<br />DAYLIGHT
<br />OPENING '9-
<br />25 -MAX. FIXED LITE DAYUGHT OPENING-
<br />MAXWIDTH-
<br />OUTSIDE
<br />&10 _Z SECTION A -A
<br />a 9 (9 15 6
<br />BALANCE PARTG USED
<br />ON SASHS <40 LBS
<br />MAK @HEIGHT
<br />IOUTWDE
<br />VENT
<br />DAYLIGHT
<br />U�l `<J�u I
<br />SECTION 13-13
<br />LMY SILL SHOft
<br />714,V5 I ��A_
<br />NOTE: SWEEP LATCH LOCATED ON VENT CEKTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED
<br />INSIDE a" FROM EACH SIDE OF VENT.
<br />n-. OUTSIDE
<br />Q9 JLOTPI SILL)
<br />(SEE NOTE)
<br />U RALIFT
<br />LT
<br />ONLY
<br />64-
<br />ILL
<br />\1r
<br />'Mal564
<br />4 =65OR 66
<br />(SEE NOTE) SECTION C-0
<br />__�ADIIJS TOP
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<br />12 ONLY
<br />ALTERNATE HIGH SILL
<br />_SECTIONS
<br />n, //---
<br />nc,-_r ALUM. SINGLEHUNGWINDOWNON-IMPACT Roben L GW. P.E.
<br />I - _ ' PC ba%712
<br />I'llf.1 7 13 =1032120 stniclufat
<br />SEALANT ALONG ENTIRE JOItCr
<br />062 21
<br />30
<br />FLANGE FRAME HEAD
<br />44002A, 6063-T6
<br />FLANGE FRAME SILL (LOW) WELD
<br />ALONG
<br />03 W03f- SCREVY
<br />BOSSW
<br />SE T OR CASKET
<br />2.710 1 738 HEAD AND SILL
<br />.062- =t__06A2 .490 .1411 j
<br />LE f VIEW D-D VIEW E-E
<br />f wi&vjEvjw� TOP SILL) (RADIUS TOP HEM ONLY)
<br />SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION
<br />FLANGE FRAME JAMS 0 4Q25, M63-T5 107 mo53, m6345
<br />(USED AS RADIUS TOR HEAL-)
<br />4 1.165
<br />[-2.279-1 AjmOctis-Acm
<br />349
<br />452 A
<br />SASH SIDE RAIL
<br />FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL ILCIW) 1,057
<br />#4064A MHS�TS #4005C, 6d63HS-T6 000,-T6
<br />T-05FT
<br />062-- 1 309 GLAZING BEAD 3116�'QR 114" .585 -L _050
<br />W1413,6063-TS
<br />1.D97
<br />$A46 GLAZING BEAD 13116" IG
<br />$7,6063-T5
<br />1-2.784 _w
<br />W16" OR 114"
<br />FLANGE FRAME BILL NKN11, '68 SASH BOTTOM RAIL (HIGH)
<br />;*4WA, 6063-T5
<br />#406DA.. 6063-T6 (USED Wf ORILL KM
<br />S 6063-T5
<br />Gw_1 _5�
<br />EXMU-51ONS C,
<br />\0MIMS, 14275
<br />ALUM, SINGLE HUNG WINDOW, NON -IMPACT Rcbal Clark. PT,
<br />P.O. Box 1520 PE 4J9712
<br />140"wAiff. I-- wi- f3 4a32-20
<br />FiC 7,14M5 I
<br />ANCHORAGE BY GLASS
<br />TYPE FOR I WINDOWS TABLE 6.
<br />SUBSTRATE
<br />WINDOWHEIGHT
<br />ANCHOR TYPES!----
<br />38 31r
<br />_4,r_ I
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<br />SPACING BASED ON THE FOLLOWING MAXtMIM 011111 SIO
<br />HEAD - 15 1W FROM CORNERS
<br />JAMBS ABOVE MEETING RAIL - 171[2" FROM TOP CORNERS
<br />JAMBS BELOW MEETING RAIL - 151 FROM BOTTOM CORNERS AND O'BELOW MEETING RAIL
<br />ANCHORS NOT REQUIRED IN BILL
<br />GLASS TYPES:
<br />A 3118"ANNEALED F. 13MV LGL, Va" TEMPERED- AIR SPACE, 118" TEMPERED
<br />B. aria"TFAIPERED (3-13116' I.G_ &Iff'ANNEALED, AIR SPACE, 311V ANNEALED
<br />C. i/4ANNFALFD H_ 13111TA-G., 3116"TEMPERF-D, AIR SPACE, 3116- TEMPERED
<br />D. 1/4"TEMPERED L 3116"ANNEALED, AIR SPACE, IIV' ANNEALM
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<br />ANCHORAGE BY GLASS
<br />TYPE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE6.
<br />SU13STRATE_
<br />ININDOWHEIGHT
<br />9 314"
<br />38 3W
<br />44"
<br />so sw
<br />$31,
<br />7z
<br />74, 76"
<br />ANCHOR TYP��
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<br />2
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<br />21
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<br />.3
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<br />.
<br />3
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<br />4
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<br />4
<br />4 �4.
<br />3
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<br />4
<br />'1_4
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<br />4
<br />4
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<br />3
<br />174
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<br />53 liv,
<br />2
<br />2
<br />2
<br />2
<br />2
<br />2
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<br />2
<br />2
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<br />2
<br />3
<br />rT
<br />!F�,s
<br />'4Tv
<br />�CTV
<br />I'T"
<br />2
<br />SPACING BASED ON THE FOLLOWING WkXIMIPA DIMENSION&
<br />HEAD - 16 112'FROM CORNERS
<br />JAMBS ABOVE MEETING RAJL - 17112"FROM TOP CORNERSAND 25 10O.C.
<br />JAMBS BELOW MEETING RAIL - 15- FROM BOTTOM CORNERS AND 6- BELOW MEETING RAJL
<br />ANCHORS NOT REQUIRED W SILL
<br />GLASS TYPES;
<br />A. 3116"ANNEALED F. 13MIS" I.G, Iff TEMPERED, AIR SPACE, 118- TEMPERED
<br />B.3/16'TEMPERED 0- 13116' I.G-, WIWANN EALED, AIR SPACE, 3M 15- ANNEALED
<br />C. 1/4" ANNEALED H. 13116'1G, 3,16'TEMPERED, AIR SPAC��, 3li6'TEMPERED
<br />D. 114" TEMPERED 1. 3116'ANNEALED, AIRSPACE, 1/8'ANNEALED
<br />,L. 13116" I.G_, lff' ANNEALED. AIR SPACE, 118" ANNEALED J_ IN16- LG, 3116-TEMPERED, AIR SPACE.. IfTFMPERED
<br />J079TEC-rrA1C0Y:1RV-z
<br />P-0 Bm 150
<br />lmo,*K. FL Iw,
<br />ANCHORAGE N07ES:
<br />1. ANCHORTYPES:
<br />I - IW ELCOT APCOKS
<br />2-114'ELCOS 4 Ex
<br />3 � 912 SCREWS
<br />2. INSTALL III VMDOWS IN MIAMI-DAVE CW'47'(PER
<br />TABLES.
<br />3. FOR wiNcOlIS INSTALLED OUTSIDE MIAMI-LIADE
<br />COUNTY TO FULL DESIGN PRESSURE, USE 1W
<br />TAPCONS. 1W S84 CRETE-FLE)(, OR M2 SCREW5
<br />AT THE ANCHOR duAWITIES SPECIFIED IN TABLE 6
<br />FOR GLASS TI(PE A AND ANCHOR TYPE I INSTALLED
<br />IN CONCRETF_
<br />4. ANCHOR QUANTITY KEY:
<br />HFAD
<br />JAMB ABOVE MTG- RAIL
<br />JAMB 13ELOW MTG. RAIL
<br />ANCHORAGE NOTES:
<br />1. ANCHORTYPES:
<br />I- 114,ELGOTAPCONS
<br />2 - I1V ELCO S CRETE-FLEX
<br />3 - 912 SCRIR'VS
<br />2- INSTALL STANDARD VIEW AND RADIUS TOP
<br />v4jNQcWS IN VtAMI-DADE COUNTY PER
<br />TABLE G.
<br />3, F:OR VM%DCVVS INSTALLED OUTSIDE MIAMI-DADI!
<br />COUNTY TO FULL DEWN PRESSURE� USE `114'
<br />TApcONS, 1147 SS4 CRETE-FLEX. OR 012 SCREW,
<br />AT THE ANcti OR oUANT ITIE-3 SPECIFIED IN TABL
<br />FOR GLASS TYPE A AN D AN CH OR TYPE 1 IN STAL
<br />IN CONCRETE.
<br />4. ANcHok QUANTITY KEY,
<br />HEAD
<br />JhMS ABOVE MTG. RAIL
<br />JAIMB BELOW MTG. RAIL
<br />..... .....
<br />ANC140RAGE SPACING, STANDARD
<br />ALUM. SINGLE HUNG MNDQW, NON -IMPACT Rubomi i. nuk, P.E
<br />- - - ---r;;7 PEi�W,2
<br />SH500 NTS 1 11 1 13 1 41132-20 S#ud
<br />ANCHOR&GE BY OLASS
<br />TYPE FOR CUSTOM VIEW AND RADIUS TQR.�� TABLE7.,
<br />SUBSTRATE:
<br />WINDOW HEIGW
<br />29 3/4"
<br />1 38 mr,
<br />44"
<br />so
<br />72,74,74r
<br />ANCHORT`YPES:_
<br />70
<br />10
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<br />�j
<br />: a
<br />"!0
<br />10
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<br />111,�,
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<br />:6
<br />A,
<br />10;
<br />0
<br />0
<br />WINDOW
<br />GLASS
<br />WE"
<br />TYPE
<br />19jig-
<br />D. F. H, J
<br />-z
<br />112
<br />-1-
<br />12
<br />12
<br />212
<br />211TY'"Mi
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<br />216-
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<br />__3
<br />83 Iff'
<br />-
<br />2
<br />2
<br />2
<br />1 2
<br />2
<br />1 2
<br />3
<br />2
<br />2 1
<br />2
<br />2
<br />2
<br />1 2
<br />2
<br />1 2
<br />2
<br />A, C.. E� G, 1
<br />-Ff-jrz----T-2r3
<br />-!TTj!TUj-Tr_+_'r'�
<br />fl-29
<br />Z' 2
<br />-2frT
<br />4 "
<br />-3T'
<br />3
<br />0ACING BASED ON THE FFOLLCOWMW MA)aMM DIMENMNS;
<br />HEAD - 18 1 tr FROM CORNERS
<br />JAMBSADOVE MEETING RAIL - 17 1/2' FROM TOP.PCIRNERS AND 25 I/Z O,C�
<br />JAMBS BELOW MEETING RAIL - WBELOW MEETING PAIL (16-MAX. FROM BOTTOM CORNERS)
<br />ANCHORS NOT REQUIRED IN SILL
<br />GLASS TYPES:
<br />A. 3116"ANNEALED F. 13116" I.G_; 118" TEMPERED, AIR SPACE, 1187 TEMPERED
<br />B. 3116"TEMPERED, G. 13116' I-G, W 6- ANNEALED, AIR SPACE, 3116- ANNEALED
<br />G. Ile ANNEALED H� 131W I.G., _-M16' TEMPERED, AIR SPACE, 3/16- TEMPERED
<br />D. IW TEMPERED 1. 13116" I.G., 3M 6� ANNEALED. AIR SPACE, ItrANNEALen
<br />E. 1&16" I.G, 119'ANNEALED, AIR SPACE, 1111"ANNFALED J. 13t16" I.G_ 3116'TEMIPERED, AIR SPACE, 1W TEMPERED
<br />'0", T___chNmwf9Fw._
<br />\IDKUMM� -L912/4
<br />PA goX IF99
<br />W�Kr",% FL 34-WA
<br />ANCHORAGE NOTES:
<br />1. ANCHORTYPES.
<br />I - IWELCO TAPGONS
<br />2 - 114" ELCO SS4 CRFTE-FLEX
<br />3-#126CRFWS
<br />2. INSTALL CUSTOM VIEW AND RADIUS TOP
<br />WINDOWS IN MIAIM-DADE COUNTY PER
<br />TABLE 7-
<br />3, FOR YONDOWS INSTALLED OUTSIDE MIAMI-DACE
<br />COUNTY TO PULL DESIGN PRESSURr, USE 114"
<br />TAFICON& 1W SS4 CRETE-FUr
<br />X OR*i2SGREWS
<br />AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE.7
<br />FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED
<br />IN CONCREI'e�
<br />4. ANCHOR QUANTITY KEY-
<br />HEAD-[
<br />JAMB ABOVE MTa RAIL
<br />JAMB BELOW MTG. RAIL
<br />ANCHORAGE SPACING CUSTOM WEM
<br />ALUM. SINGLE HUNG WINDOW, NON-4
<br />P�
<br />-AiTS 172 3 4=-�W
<br />R.b.d L. Ltark. �.E.
<br />f1L: AhS9712
<br />snqkmg
<br />DISMAJM
<br />TFIE PRCCMT 1fCWMA-TM CMAM ON TM SHW:
<br />IS ROVM FM If 4004ATM MY AS REQUM BY
<br />TFIE STATE C* R(MA. RIESE RXTMES AM DETALS
<br />HAVE NOT BEEN DEMM) �BY T1* ARCHTEICT.
<br />m
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