<br />u
<br />
<br />_. ...._..._"'_.... .,u,.
<br />
<br />r. "flAIR
<br />
<br />Non..fmpact Single Hung 900
<br />Comparative Analysis Table
<br />
<br />Buck Siza (inches)
<br />Width HeiQht
<br />1 &.125
<br />25.5
<br />3$
<br />52.125
<br />18.125
<br />25,5
<br />38
<br />52.125
<br />18.125
<br />25.5
<br />3G
<br />52.125
<br />j6.125
<br />25t'
<br />36
<br />~ -62.125
<br />18,125
<br />25.5
<br />3$
<br />52.125
<br />18,125
<br />255
<br />36
<br />~2.125
<br />24
<br />3S
<br />48
<br />24
<br />36
<br />48
<br />24
<br />36
<br />48
<br />24
<br />36
<br />48
<br />24
<br />3S
<br />4S
<br />24
<br />36
<br />48
<br />
<br />Call
<br />Size
<br />12
<br />1.&.2
<br />22
<br />32
<br />13
<br />1A3
<br />23
<br />33
<br />14
<br />1A4
<br />24
<br />34
<br />15
<br />1A5
<br />25
<br />35
<br />16
<br />1M
<br />26
<br />36
<br />1.118
<br />lA-lie
<br />2.7/8
<br />3-7/8
<br />2020
<br />3020
<br />4020
<br />20~
<br />3030
<br />4<l30
<br />204()
<br />3040
<br />404()
<br />2050
<br />~SO
<br />4{)5()
<br />2000
<br />3000
<br />-<<l60
<br />20-10180
<br />30-70180
<br />40-70180
<br />
<br />25
<br />
<br />31,375
<br />
<br />49,$25
<br />
<br />62
<br />
<br />72
<br />
<br />90
<br />
<br />24
<br />
<br />36
<br />
<br />4a
<br />
<br />60
<br />
<br />72
<br />
<br />90
<br />
<br />Design PreS$ur~, psf (OP)
<br />
<br />1/8" An.
<br />+50.0/-00.0
<br />+50.0/~O.O
<br />.so.OJ~O.O
<br />+50.0/-76.8
<br />.so,OI-$O.O
<br />+50"0/-80.0
<br />+50. QJ..65,0
<br /><<2.51-42.5
<br />+00.01-30.0
<br />+(l().0f.70,2
<br />+50,0/--52.0
<br />+30,5/.30,5
<br />+50.01-61.4
<br />+50,01-59.1
<br />+41.1/-41,1
<br />+31,1/-31,1
<br />+50.0/-55,8
<br />+50.0/-52,'
<br />+43.4/-43.4
<br />"'29,3/-29.3
<br />+46,41..48,4
<br />+39.0/-39.0
<br />+34,51-34.5
<br />+23.81.23,8
<br />+50,0/.60.0
<br />+50,01.80.0
<br />+50.0/.80,0
<br />+50,0/-80,0
<br />+50.0/-56.7
<br />"47,51-41.5
<br />+50,0/.11.7
<br />+500/.S2.4
<br />+3S,51-~,S
<br />+5001.01.3
<br />+48,214$,2
<br />+35,21-35.2
<br />+50,0/.52.2
<br />+43.41-43..4
<br />+31.6/-31,6
<br />+39,31-39.3
<br />+34.51-34,5
<br />"'26,01-26.0
<br />
<br />1/8- I,G.
<br />-+-50,0/-80.0
<br />+50.01-60.0
<br />+50.0/-80.0
<br />+60.01-80,0
<br />+50.01-80,0
<br />+50.01,80,0
<br />+50:'01.60.0
<br />+50,01-52.6
<br />+50.01-80,0
<br />+50,01-$0,0
<br />+50.01-80.0
<br />+50.0/-50,8
<br />+50.0/-80.0
<br />+50.01-80.0
<br />+50,01-78,8
<br />+41.11-41,1
<br />+50,0/-00,0
<br />+50.0/-S0.0
<br />+50.01.71,3
<br />+oW,8/-40.8
<br />+50,O/~O.0
<br />+50,0/-70.2
<br />+50.0/~2.1
<br />+40,0/-40.0
<br />+50,0/-80.0
<br />+50,0/-$0.0
<br />+50,0/-00.0
<br />t.so.o/-SO.O
<br />t5Q,Qf-8<M
<br />+50.01-71,3
<br />+60.0/-80,0
<br />...50.0/.80,0
<br />+50.01-57.9
<br />+50.0/-SO,Q
<br />+50.01-79.5
<br />+sO,O/-50.6
<br />+50,O/~O.0
<br />+5IJ.01-71.3
<br />+46.4146.4
<br />+50.0/.70,7
<br />+50,0/~2.1
<br />+45,5/-45.5
<br />
<br />1/8- Temo.
<br />+50.01.:80,1)
<br />+50,Of-80,1)
<br />+50,OI..eo.O
<br />+50,0/-80.0
<br />+50,01-80,0
<br />+50,O/..sO.O
<br />+-50.01-80,0
<br />+50,OI..s2,$
<br />+50.0/-$0,0
<br />+50,01-80,0
<br />+50.0/-80.0
<br />+50.01-50,8
<br />+50,0/-80.0
<br />+50,01-80,0
<br />...ro.O/-78.a
<br />+41,11-41,1
<br />+50,0/-30.0
<br />+50,01-80,0
<br />+50,01-77.3
<br />+40,8/-40,8
<br />+50,0/-80.0
<br />+50,01-80,0
<br />+50,0/.73,6
<br />+40,01-40,0
<br />+50,0/-80.0
<br />+50.01-60.0
<br />+50,01-00.0
<br />+50.0(-80,0
<br />+50.0/-60.0
<br />+50.01-71.3
<br />+50.0/-S0.0
<br />+sOO/-aO,O
<br />...50.01-57.9
<br />+50.01-80,0
<br />+50,0/-79,5
<br />+50.0/-50.6
<br />+60,01-80,0
<br />+so.o/.na
<br />+46.41-46.4
<br />+50.0/-80,Q
<br />+$0.0/.73.6
<br />+45.5/,45,5
<br />
<br />._~"--,-..:...,..;....-'~., ---....--...,.. -~.' ,."
<br />
<br />DesIgn P(6$$Ur6, p$f (OP)
<br />
<br />3/16" ArI.
<br />+60.01-80.0
<br />+50.01-00.0
<br />+50.01-&:1,0
<br />+50.QI-eo.O
<br />+50.01-80.0
<br />+50.01-00.0
<br />+50,0l~,O
<br />+50.0/.52,8
<br />+50,0/-80.0
<br />+50.0/-80.0
<br />+60.01-77,1
<br />+50-01-50.8
<br />+50,0/-$0.0
<br />+50.01-80.0
<br />+60.01-09.4
<br />.41.11-41.1
<br />+5tl.O/-80.0
<br />"'50.01-74,8
<br />+50.0/-e4.8
<br />+40.81--<<).8
<br />+50.0/-80,0
<br />+50.0~2,6
<br />+50.0/-62,1
<br />. +40.01-40.0
<br />+50.0/-80,0
<br />+50,0/-80.0
<br />+50.0/-30.0
<br />+50.0/-80.0
<br />-t50.0J-aO.O
<br />+50.0/-7t.3
<br />+50.0/-80.0
<br />+50.01.80.0
<br />+50.0/..s7.9
<br />+50.0/-eO,o
<br />+50,Qt.71,7
<br />+50.01-50.6
<br />+50.01-79,9
<br />+50.oJ~4.8
<br />+46,4/-4&.4
<br />+50.0/~1,7
<br />+50.0/..s2.7
<br />+44.4/-44.4
<br />
<br />3/16- l.G.
<br />+00.0/-00,0
<br />+6O.Ot-80,O
<br />+5O.OI-80,Q
<br />+50.0/-80.0
<br />+00.01-80.0
<br />+5O.0/-ao_Q
<br />+51),01-80,0
<br />+ro,O/.52.6
<br />~.O/~o.o
<br />+60.01-80.0
<br />+50,OI-eQ.O
<br />+60.01-50,8
<br />+6O.OI~O.O
<br />+50,01-80.0
<br />+60,01-18,8
<br />-+41.1/-41.1
<br />+SG.Q/-80.0
<br />+5().or-eo,O
<br />+50.or.7],3
<br />i--40.8t-40.8
<br />+5{),Of~0.O
<br />+50.0/-80.0
<br />+50.0/-73.6
<br />+40.01-40.0
<br />+60.0/-80.0
<br />+50,01-80,0
<br />+50,OI~,O
<br />+60..01-80,0
<br />+6M/-80,O
<br />+50.0/-71.3
<br />+60.0/-$0.0
<br />+50,01-80,0
<br />+00.01-51.9
<br />+SO.OI-ao,O
<br />+$0.01-79.5
<br />+50,01-50.6
<br />+50,01-80,0
<br />+50,O/-n3
<br />+~.~-46,.
<br />+5Q.Ol-ao,Q
<br />+$O.OH3.8
<br />+4M/..f5.5
<br />
<br />3/t6" temp.
<br />+50,Q.40.0
<br />+5O.Of..tO,O
<br />+$O.OUO.O
<br />+50.01-80.0
<br />+50.01-80,0
<br />"'50.01-80,0
<br />+50.Of~O.O
<br />iOO.0I-$'2,6
<br />tOO,OI-80,O
<br />+50.01.80,0
<br />+50.01-80,0
<br />+50.Qf-50,8
<br />+50,01-80,0
<br />+50.01-80.0
<br />+<<l.OHIU
<br />+41.1J-41.1
<br />+5O,OJ-aO,Q
<br />+50.OUO,Q
<br />+~O.0/-77,3
<br />+-40.81-40.8
<br />+50.0l-S0.0
<br />~~.O
<br />+50.01-73,6 '
<br />+40.0140.0
<br />+so.o/-aO.O
<br />+50.01-80.0
<br />+50.0/~.O
<br />+50.0J.80,Q
<br />+50,01-30,0
<br />+50.01-11.3
<br />+50.0J..SO.O
<br />+SO.OI.ao,Q
<br />+SO,Ot-e7,9
<br />+50,0I-S0.0
<br />+50.01-19.5
<br />+50.01-150,6
<br />+60.0/-80,0
<br />+5Q,OI-n.3
<br />+4e.4/~.4
<br />+50,01-80,0
<br />+50,01-73.0
<br />~5.5f"5.S
<br />
<br />Test Speciflca1lons :MMA 101-97 .~;~..:"" \~""
<br />Referenced Test Report II :361 W-6 & 8, _.-'.'j U~'. :'"
<br />Notice 01 Product Certification tf.: NI 004370 · A ?~.. \.> ......;. .J.~ '.
<br />Q ()( ,.:'..-./. . .,~ .:.'~'~;'.."t
<br />Air Infiltration@1.57 PSF (ASTM E283):O,06 cfmlff f!. ,,' ,.( '(, <1; ~ ~'.~ \J> "t
<br />Water ResIstance (ASTM ES47/331) :7,5 psf I ::~ .: ~(". rt A'...\:?i<~ ~
<br />posltivelNegative Stnlctural Unl(onn load (ASTM E330) : +/- 60.0 pst (TP) ~.:-:: :t.u.J~}
<br />Forced EntlY Resistance, FER (MMA 1302,5) : Passed ~~ '. :.--:'~A,y ^-Gr.~gtti ? ;
<br />Operating Force (AAMA 101-97) & Oeglazing Resistance (ASTM E987): Passed . .,p '. 11:1~~~) ",,,( /
<br />NuAlr Inc. Maximum D&$ign Pressure, (self-Imposed): 8(\ P5~ . 'Y. ". ",oJ' ..',. .~,: /
<br />, F ct ' . '~.'... -~. fi, I
<br />DeSign a or: 1.5 '1,~",:.'yJ"C!IWfrj ",<fl,. .
<br />,.Expires : 1/3.0/20~~, ___ ' " :' ~ IlOO~7 J../ ... ..
<br />
<br />WA.l lAIR
<br />
<br />Panel Size (inches)
<br />Width Height
<br />24
<br />30
<br />36
<br />48
<br />24
<br />30
<br />36
<br />48
<br />24
<br />30
<br />36
<br />. 48
<br />24
<br />30
<br />36
<br />48
<br />24
<br />30
<br />36
<br />~
<br />24
<br />30
<br />36
<br />48
<br />24
<br />30
<br />36
<br />48
<br />24
<br />30
<br />36
<br />48
<br />
<br />80
<br />
<br />96
<br />
<br />80
<br />
<br />96
<br />
<br />80
<br />
<br />96
<br />
<br />80
<br />
<br />96
<br />
<br />Track Sill
<br />Helaht (in)
<br />
<br />1,5
<br />
<br />1.5
<br />
<br />2
<br />
<br />2
<br />
<br />2,5
<br />
<br />2.5
<br />
<br />3
<br />
<br />3
<br />
<br />Non-Impact SGO 200 XO
<br />Comparative Analysis Table
<br />
<br />Design Pressure, pst (OP)
<br />118- Tempered Glass
<br />
<br />Design Pressure, psf (DP)
<br />3/16" Temoered Glass
<br />
<br />Panel Call
<br />Size
<br />~Ul)U
<br />2668
<br />3068
<br />4068
<br />2080
<br />2680
<br />3080
<br />4080
<br />2068
<br />2688
<br />3068
<br />4068
<br />2080
<br />2680
<br />3080
<br />4080
<br />~068
<br />2668
<br />3068
<br />4068
<br />2080
<br />2680
<br />3080
<br />4080
<br />2068 .
<br />2668
<br />3068
<br />4068
<br />2080
<br />2680
<br />3080
<br />4080
<br />
<br />+30.U
<br />+30.0
<br />+30.0
<br />+30.0
<br />+30.0
<br />+30.0
<br />+30.0
<br />+30.0
<br />+45.0
<br />+45.0
<br />+45.0
<br />+37.1
<br />+45.0
<br />+45.0
<br />+38.6
<br />+30.0
<br />+60.0
<br />+60.0
<br />+55.0
<br />+31;1
<br />+56.U
<br />+45.6
<br />+38.6
<br />+30.0
<br />+15.0
<br />+64.6
<br />+55.0
<br />+37.1
<br />+56.0
<br />+45.6
<br />+38.6
<br />+30,0
<br />
<br />~7:9,2
<br />~.6
<br />~~5.0
<br />~37.1
<br />~56.0
<br />-45.6
<br />~38.6
<br />-30.0
<br />~'T9,2
<br />-64,6
<br />-55.0
<br />~37,1
<br />-56,0
<br />-45.6
<br />-38.6
<br />-30.0
<br />-19.2
<br />.64,6
<br />-55.0
<br />-31.1
<br />-56,0
<br />-45,6
<br />-38,6
<br />..30.0
<br />-79.2
<br />..e4 .6
<br />-55.0
<br />~37.1
<br />-56,0
<br />-45.6
<br />-38,6
<br />-30.0
<br />
<br />Test Specifications: MMA 101-91
<br />Referenced Test Report # : 443 W-2 & W3R
<br />Notice of Product Certification # : NI 004636 & A
<br />AIr Infiltration @1.57 PSF (ASTM E283) : 0.32 cfmlft2
<br />Water ResIstance (ASTM E547/331) : Varies w/track
<br />Positive structural Uniform load (ASTM E330) : Varies w/s~ze tested
<br />Negative Structural Uniform Load (ASTM E330) : Vartes W/SfZe tested
<br />Forced Entry Resistance, FER (AANtA 1302,5) : Passed
<br />Operating Force (MMA 101~97) : Passed
<br />Oeglazlng Resistance (ASTM E987) : Passed
<br />NuAir Inc. Maximum Design Pressure, (self-Imposed) : 80 psf
<br />Design Factor : 1.6
<br />Expires: 6/8/2003
<br />
<br />24 X 36 PRINTED ON NO, 1000H CLEARPRINT~
<br />
<br />+30.0
<br />+30.0
<br />+30.0
<br />+30.0
<br />+30,0
<br />+30.0
<br />+30.0
<br />+30.0
<br />+45.0
<br />+45.0
<br />+45.0
<br />+31_1
<br />+45.0
<br />+45.0
<br />+38.6
<br />+30.0
<br />+60.0
<br />+60.0
<br />+55,0
<br />+37.1
<br />+56.0
<br />+45.6
<br />+33.6
<br />+30.0
<br />+75.0
<br />+64.6
<br />+55.0
<br />+37.1
<br />+56.0
<br />"'45.6
<br />+38.6
<br />+30.0
<br />
<br />.,19.2
<br />--64.6
<br />-55.0
<br />-31.1
<br />~66_0
<br />-45.6
<br />-38.6
<br />-30.0
<br />-79.2
<br />-64,6
<br />..s5 .0
<br />-31.1
<br />-56.0
<br />-45.6
<br />-38.6
<br />~30.0
<br />-Pd.~
<br />--64 .6
<br />-55.0
<br />-31.1
<br />~56.0
<br />-45.6
<br />. -38.6
<br />-30.0
<br />.792
<br />-64.6
<br />~5.0
<br />-31.1
<br />-W.o
<br />-45.6
<br />-38.6
<br />.30.0
<br />
<br />" '-'-~-
<br />
<br />... _ ".;..,.. ,_...~_~ ._. .......,. ._._,~.._w__ .....,_~',.,~_ .-- ---'. _.._--.., _. ... ," .. '..... -,,-, .~.., '".'-.."-' '.
<br />
<br />UJINOOUJ INeTAL-L..ATION
<br />
<br />SBRIES900
<br />& 950 SH
<br />
<br />^ I~!ERIOR
<br />-~r- ..
<br />V::' ,
<br />. '-1 ,/.I.',,;'..
<br />.' o"'.......':j
<br />~.". .
<br />
<br />: I HEADER I
<br />
<br />/{ . -n> /.~
<br />
<br />r~. ~~J/',:', '/?i 1
<br />EXTER10R rut4;~ l~'. INTERIOR
<br />" h" :\: PRESSURe: TREATEO
<br />'" tI ~t-.... "-aUCI<STRIP (MIN. m"
<br />)7 "H AS SHOWN)
<br />
<br />, . ~ SHIM ~S NEEDW
<br /><\ ' WINDOW
<br />~. ' f'A$Tt:NER
<br />. ' ,.' FILL INTERIOR VOID WITH '
<br />M~N1MAl EXPANOING FOAM
<br />- If PER CODE
<br />
<br />. /1/, .
<br />, I . l .:
<br />~~'Ij/::,
<br />, ,
<br />., ,,'
<br />'"
<br />.
<br />lA.:..i-
<br />v EXTER10fl
<br />
<br />;-^v---n-
<br />: J r-"
<br />
<br />: L::J ~
<br />':ij' ,
<br />~CESSARY,
<br />E SHIMS . _ p.
<br />&'HEN ..
<br />4t.L1NG TO ~~")
<br />'t~~~B &: ~,. \ (
<br />
<br /><t Whit1uM. P,B. . . .
<br />II m16W9
<br />~akvlsta Cir.
<br />~. FL 3~634
<br />I e.~W9. 7971
<br />
<br />~
<br />I t~
<br />~ ~~
<br />t r ,....-~
<br />! 15.
<br />~ ~.
<br />II dfO !-:-
<br />rr
<br />~ -r ;,/ /,,--;: :::-;;' "--i7
<br />;[(1/:;'1 /i~;J;.~/ (,~
<br />
<br />'~LAT, POUREb'?
<br />,:', COfilCRETE SILL 1
<br />1
<br />. SEALANi 8~AD
<br />
<br />JAMBS
<br />
<br />NO
<br />f'ASTENERS
<br />THROUGH
<br />SILl.
<br />
<br />.
<br />
<br />.
<br />" " . I
<br />PRE-CAST'" ?
<br />-!~_~~m2!1!:- ,- i
<br />SilL
<br />
<br />--....
<br />
<br />a,ARAa-1 OOO~ INPOpcMATION
<br />
<br />MODELS 2050. 2051. 4050. 4051
<br />)"><2~ tA U-~RS, u-!l4Il~ IN A.
<br />2-t-2-1 PATTERN (TWO U-aAllS 011 8C>T101ol
<br />SEt1,01l. ON! u-W ON NE~f SECTION. tTe)
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<br />FOR Lilt DtlAlLS.
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<br />\0P110N.<1L OUTSiDE ~MO LOCI< POS11l0N.J ~ ~,-,..: I
<br />" "' \lAX, txlOR WlC>1H . t $' -0.
<br />
<br />,9f SLIDE eOll
<br />ENP LOCK ENCAGtS
<br />SllLt 1N10 IotItTICAL
<br />TRACK. ONE
<br />lOCK ON
<br />" (,l,CH SlOE
<br />OF DOOR.
<br />l~1 o~~t< OOLJ
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<br />K13 G"- GIILV, SlHl rv.O BRIICKtT,
<br />EACH JASTt:NEb TI> 11I000 JAilS 'IIItH
<br />(3) S 1 ,".t -s/a" WCOl> \)lG SCRew.
<br />t~Ck t/\llnC:\lAA1"IO~
<br />
<br />Sw.1' lA'ItH ENG/lGtS
<br />ONTO VE~n(;.l, \. TRNClC.,
<br />ONt SW,P lATCH 0l'I
<br />00i S1eE OF DOOR.
<br />IIIlER. SOLE
<br />
<br />OUlSIDE ~ytD ~ t' EN!>
<br />W<NOLE '<' STIl.E
<br />INSIDE AANOLE
<br />W.l.JD&',~'?oJn?TiOl'.l
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<br />12 GI\. CAI-V. STEtL TRACt! ~
<br />eRiGKO rASii:NEO 10 WOO!i
<br />...."'S Wl1l+ ONE 5/18".1-5/8
<br />WOOD LAO SCREW PErl 8RACkE1,
<br />~. ~w. SltEL 1RACIC.J
<br />rJ.STtNE l> to lRACK BRACkE1S.
<br />EACH ElAACI<tT ''IT.o.cHEO \11111-4 twO
<br />1/4~.s/e' BOLl 4r 1M' U!
<br />HO 1/4' RIVE1$,
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<br />/ tlVooCt< tHICKNESS: ,060-
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<br />INSTALLA TION D2TAJLS,fOR NON.IMPACT. FLANOB, SlNnLB
<br />HUN<l W1NDOWS IN WrNDZONES Or IS0MPH OR LESS (per FaC 20(1)
<br />
<br />v ...._____._
<br />
<br />Buckstrips n,ust lie set in a bead of sealant. The exterior joint'
<br />between the buckstrip and masonry must also be seared. Buc:kstTips
<br />shall ron the entire length or the rougn opening. A buckstrip Is not
<br />ne~essary at the sill if it is pre-cast. An gaps must be sealed,
<br />Buckstripsshould be pressure treated yellow pine, spruce or
<br />comparable lumber, In accotdance with the Florida Buildihg Code, a
<br />taper, or bevel on the buck is acceptable if tho window frame Is fully
<br />supported by the buckstdp at both the interior and exterior,
<br />
<br />Ifusing 3/4" thick woo4 ~uckst(ips:
<br />Installation fasteners should be a minimum 3/16" X 2-1/4" masonl)'
<br />screws, installed through the window and buckstrip, into the
<br />m~s?nry. Window may be shimmed as necessary, provided a
<br />minimum screw etrtbedmentof t-l/4" is maintained in the masonJY.
<br />Fasteners should be located tl maximum of 4" from eaoh comer and
<br />maximum of 18/1 Q,C, It is recomm~nded that fustene.rs not be
<br />installed through the sill of the, window. The actual, size of the
<br />buckstrips should be no less than .3/4" X 2.)/8",
<br />
<br />If \.Ising 1-1/2" thick or greater wood buckstrlos (not shown ), '
<br />Window installation fasteners should' be a minimum 1#10 X 1~112>'
<br />wood screws. installed through the window into the buck strip.
<br />Window may be shimmed as necessat)', provided a minimum screw
<br />embedment of l-J/4" is rrtaintained in the buckstrip, Window
<br />fasteners ,should be lo~ted a maximum of 411 from each corner and
<br />maximum of 18" O.C. It is recommended that fasteners not be
<br />instaUed through the sill of the window. Tho aeroal size of the
<br />buckstrips should be no less than 1-1/2" X 2-118", Buckstrlps should
<br />be installed using minimum 3/J6" X 2-3W' masonry screws to
<br />maintain 1-1/4 embedment, and be 18'1 Q,C, '
<br />
<br />Illtv! tAll I ~1t.lPlIQll
<br />1011 12119)9 I ~AMa "mCHMtllT INFORMAtION INCWO!:I>
<br />I I I
<br />
<br />J' STttL ROlLER,
<br />- ~~~
<br />01 CLO?A'!' BUilDING ?ROOUCtS COM?AN'!' NonD
<br />_ apay 312 WAlNVT SiREO. $U11E 1600 I>OoTl' 4/16/98
<br />CINC1NN^il. OHIO 4:>202 "'^'_ .1.
<br />Buf/ding Produeh (513) 3!1-4&OO MW'N
<br />~o~~ ~~><Fo ~ s(~~J.18tV( Comoonv C__ 0.".,4<1",,, R'.... R..."".. cmo<u 11,
<br />
<br />DESiSt( Lo.>.DS: HO,O PSF 4< ~ ~,o psr
<br />1[ST lO~ "'30,0 PSF " -31.0 !'SF
<br />"'Ufo I"'" ~ "11:0
<br />Hi"N " a'H
<br />IUtA1P1D>
<br />2050/4050, 16'W, +20/-21 DES.
<br />D 1000'\llNG N~.l(" I tel"
<br />I 101820 01
<br />
<br />i'- TYP. '-1/2"'12 ~. ~lV. STEEL Tfl./lCl< tlAACi<XT,
<br />(.) '!RACK !JAACl<t1S PER SlOE.
<br />
<br />EXTERIOR WINDOWS . DOORS
<br />1. PLANS ILLUSTRATE T~AT ALL. !:XTERIOR ~INDOWS AND GLASS DOORS ARE REQUIRED
<br />TO BE TESTED IN ACCORDANCE WIT~ ANSI/AMMAlNWWDA 101 I IS2 STANDARD AND
<br />a EAR , AN AMMA OR WDMA LABEL IDENTIFYING T4-!E MANUFACTURER, PERfORMANCE
<br />CJ..lARACTE'RISTIC$ AND APPROVED PRODUCT TESTING ENTITY. F8~ 1701.4,2,1
<br />2. PLANS DerAILS ILLUSTRATE T~AT ALL EXTERIOR WINDOWS AND DOORS,
<br />5l-IAL.L ef ANCHORED PER PU6L.I~ED MANUFACTURER'S RECOMMENDATIONS
<br />TO ACHIEVE T~E DESIGN PRESSURE SPECIFIED. F8C 1101.4.4.\
<br />3. PLAN DETAILS ILLUSTRATE Tl-tAT ALL exTERIOR WINDOWS AND DOORS WtlERE BUCK
<br />Tt4ICKNESS 15 L.ESS Tl-tAN 11/2 ", SHALL BE ANC&-IORED il-lF<OU~ itlE JAM
<br />INTO TJ..lE STRuctURAL SUBSTRATE. F6C 1107.4.4.2
<br />4. PLAN DETAILS ILLUSTRATE rl-tAT ALL. EXTERIOR WINDOWS AAND DOONRS WtlAENRNE BUCK
<br />T&-IICKNE5S t5 un II OR GREATER, THE eUCKMUSi 6E ATT C~ED I A M ER
<br />.Tt-lAT TRANSFERS TtlE LOAD DIRECTL'r' TO TI-IE STRUCTURE. WINDOWS AND .
<br />(XX)RS 'SHAL.L BE ANC~ORED TtlROU~ TtlE JAM INTO TtlE WOOS BUCK. F8C.1101.4.4,2
<br />s. PLAN DETAILS ILLUSTRATE THAT T~E WINDOW BUCK ~ALL EXTEND BEYOND
<br />THE INTERIOR LIP. OF TJ..lE WINDOW. f'8C 1101.4.4,2
<br />6. PLAN DETAIl.S ILL.USTAATE rl-tAT MULLiONS AND ADJACNENT DOOR ASSEMBLIES
<br />ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRA 5FER 1.5 TIMES
<br />THE DESIGNED LOADS TO rtlE ROU~ OPENING sueSTRATE. f6C 1101.4.6.1-1101.4.5.4
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<br />flEXIBLE
<br />flASHING -
<br />
<br />HEADER
<br />
<br />Window Installation:
<br />
<br />.' .
<br />~~<<;..;:- -~f7~'''1 ~
<br /><5,"." .,r-'<> I:'
<br />
<br />"-~_:- :~~.
<br />'" '\ . wtArHER ~ ~
<br />RESISTANT FUXI8LE !i' ~
<br />, BARRIER fLASHING
<br />-c; TJ
<br />EXTERI~R flEXI6LE WEATHER .1-
<br />ruSHING RESISTANT -.. tf~. .
<br />JAMBS BARRIER .~ ' "7"
<br />EXTERIOR_ ....... ~ " .,1
<br />~ACADE ~ ;.. ~ ,'-J~"~
<br />
<br />-'-0 '~L';~';~m~E~
<br />
<br />[nstaJletion fasteners for windows should be a minimum
<br />1..112", 4d naB or #6 x 1-1/2" drywaIJ screw, with an
<br />embedment. of at least 1.1/2l'. Fasteners should be located
<br />at a maximum of 4" from each comer and 18" a.c. for
<br />screws and 9" O.C. for nails.
<br />It is recommended that all screws or nails be sealed to
<br />prevent inflltration of air and water, Product may be
<br />shimmed as necessary.
<br />
<br />IF' NECESSARY.
<br />USf SHIM S
<br />WH(N
<br />~ INSTALLING 10
<br />I · KEEP PLUMB do:
<br />. LEVEL
<br />
<br />~theroroofln21
<br />
<br />James B. Wbittum. P.B.
<br />fL #I 00276~9
<br />7519 Oakvlslit Cit.
<br />. Tampa, FL 33634
<br />m.llK9.7\111
<br />
<br />Flexible flashing should be installed iri a weatherboard
<br />fashion. The top layer should overlay any layer beneath it.
<br />The weather resistant barrier should then cover the flexible
<br />flashing at the header.
<br />The appHcation of the weather resistant barrier will vary
<br />based on when it is installed. If it Is ipstaHed' 'after the
<br />window, it sho':lld be tucked under J~~, sl~).. t1~~.f1in'g'apd
<br />overlap the Jam bs and head flashing/:.. '/ :~. tJ II'...., : \,
<br />f .1'2, .,.' (I) n /- '. ,;. I,
<br />;,.,' ': (, '..(~ (>'" 'I
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<br />a~~.1f~~l)-9 "1001;> /J
<br />
<br />IIi1^M~l<lf:AN The plodutt depleted in t~i' drawing Is i.nte~ded for use on typl<;al c(}nstructi~~': ' it~ts:;h'O rt/PPBSlbllity of
<br />. ~~:~; others to d~ermino if it tS appll~able. AddItional ~a~hing, vapor barrier" etc, may oespecified by the
<br />~~J~~n()N project archttect. Wind an~ design pressures vary wlthsn each state and ~unty. All products manufactured
<br />. by NuAir Jnc.,m~et a mimmum of 110 mph (R3(J DP) wind load requirements (per AAMA 101); plea.s~
<br />check local butldtng codes (or exact requirements.
<br />
<br />nNI$Hto
<br />SILL
<br />
<br />. SEALANT BEAD
<br />OSEALANT BEAD IF FLASHING IS NOT ADHESIVE
<br />
<br />j'L lAIR
<br />
<br />Tempa. Fl. (800) 282.6621~ www.NuAlr.com
<br />
<br />"
<br />
<br />~1{: '~'--'_.'~_'~~K4~'~']~"~ '-", ,~J J.....'-~~:~:,,- . .p>._~L_:.~j' ~ ~~ ~Li_~ .lj~ :}I~~~~:,:i~~;,,-'=- - i
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<br />k::::::: /' ~ I ~ _____ ' !S T :El. EQC~-CAP, BonOM (;026 lHl<.)' ~EEl
<br />: __= __" _ _ ~ 8 WI on OC~ Bt~, OOOR p~tJ. ,. l 12' 'I. t,,I WClM.
<br />V / / //7 I 'i' V k-:: / / ~, I 1 HINGES ~ )( ". )( ,OilS WT. STANLM .iT STfEl
<br />I /, / - ~ / a 110 l( !L2" SHE€T M€TA1. SC~O'i 4' STttl.
<br />T / ~;~; i3'J,:ll~ S ,~, :/0 /!J~A. ~~;~~ t~t;IiLE\i.'-~1j'&5'O~---
<br />'.. ~ I / ,\ 1 G SI~f\JrE TOP .Ie eOTIOM lWt. (~r' PINI!"t ?INt
<br />~ ~ ~ '... '.' ..' ".' ~ ~ 11 S'O'''''UTE ....- K "}
<br />.. _ ~ ~ 1.1<" cU\l JAMa (?O~jC t PINE) PINt
<br />~.' ~; ~ I 2:11 ~ 1 ~: '. . ~ " 12 HtAO JAMS ~(PONOE.~OSA PINE ?INt:
<br />h ~ ~ ..... ~ ,\.. t, I '. .. : '.: 13 HlNO! JAMS PONOEROSAPW!) ?IN!
<br />.@. , ~ --:() 1,75' /,fIN, '..... 0", ~.,_ ~ 14 lATCH JAMB [?ONCEROSA:-......,~-. ;>.1".""
<br />~ ". 0' PANel TH1<. '({....~;i. I:~" o,c. POLY~~EtiiANE ..OAJ~~'~"(";~S;f') .R
<br />fji' .. ~ 1 ,l!, "~: c9, ~: ~ 15 m'pE.. A. IKflMY: RESII'I?' l<lR)' ISOcY'-W,TE (~1 00 1). C'ltlOPOiT...'lt
<br />~ ~ ~ ~ II '" 8, "mOl R (?11+30R). ISOCYANAtt (;>\036):
<br />~ 'f " ~ HI Ha '( 2 111.' EfJB'\'1S :lU;El
<br />J ~ FS~! GWJN~ 1! S1 F '---<!} 8' 7 :;,,\;'Jd \AL... '-
<br />~ ?$ _ _ cvm.s i !:$ - - Sff GWING ... :;1; 18 I~ ~~,,1 0 , porlt~. p~~. O,1lI P~P5SJO ~U} POL'I'P~OP,
<br />::l ~ Del AILS 13 w '"'' n........ I Gt ~ ?or.C<l~onol4 ~SA
<br />~:1 LJ< f .Aa 0 ~ ~ .~ ~ 19 cu -- f~~1&Y . ri~fx~~
<br />i ~d rf /""...., ~ ~ ~ rI' ~ "U' ~ l.; ~ 1 SEiaWU ~-
<br />~ ,S(f: Non; FO" .-l Sf! ~on: fOR ~ j t2;21 K 11Tm 700 SERIES OEAOaOLT -
<br />r:-::- .... SPACINa o. '4 Sp,~CrN~ ~
<br />1 rFf' ..... l-A ~ " '<:I \S~ i1T......,700 :H,RIE,S I<.NV~
<br />~ ~ ~ 0 '"'t )l 2' f'fH WOCD SCREW Srta-
<br />:t ~ '.' 0'. ~, ~].. ..r.:i' . ~ 2i 8 lC 2" PfH WOOO SCl'lEW SiEtt I
<br />10 . . 0 If' q 1: .' ~ . . .' IY ~ :'4i. 2 MASONRY CONCRm
<br />~ ~ " 0 '.' .1UIfBLO.B ~ 1mB!l2B '. ',~ 0 .: ~', JtJww.B 1 "~'f' 26 ~llI~QG C~~~ t~t'U6'Sr.~ll r.tA~ MtlW 111K. r~
<br />" .a . "'. " . ().. :' ~',. ~ ~ 27 or: ~G 1 ~~~~. ~ ~~ON o.u-rx~&qAlJ>>b) ~~!
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<br />:;J;~ ~K, _ .0:: .0 f- ./ .; . ~. "'--@ --; ~ ~~ fID.'iT STEEL
<br />"~.~ .; CD- 'b:~~ ~ 7\i~ ~~ ~ ~~~~~
<br />, , ,. '. ~. Jl , 1& TAPCOIf tl1'l 0 3 16 mOl 2 . LG. sTdr
<br />~. ~:\o: ~ '.,: ~ $ '.' .0. . '.' J2 18-1 U4'-TEl< SCi< ':N (UTE: FAAME SCR~J STeEL ~
<br />. ': ~I " l~ J ~ SIOi" OVARr;f ROVNO lln )l In ?IN{"
<br />j , .:....o~ ~~ ~ / j ~. , .Jot SP.AO TRIM t-WI. 2' la. STEEl
<br />. ~: .o:t-~ ~ ~ -~, ~ J:i ~X BOCK WOOD
<br />, ~ VI" J T ,_. ~ " ' !.M.' OORliOEO ,l.LU!,lI~U!.l ;.sTRAl>A.1. (lMPERl.'t} AlUM I
<br />.. '" "- "" r.....-@ J7 1.68 lCI.U' ewu( STll.( PONcEROSA F>lNEl PINE"
<br />~ 1 . jQ V UTllUOEll ~UM. NiRUS. q I I\LIJl./
<br />~ :i ..:' ' '" 39 COlolPR(s!IQ~t mllitJlmP (liCUlJ, sri HOTt) ~. )) r~' -
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<br />JAMS WIlli fU;l.4 123 (Is l( 2' PH.
<br />rli SCREW) $PA~E() ~ rOllOWS:
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<br />This approve, . residential insulated steel door, as de.scribed in Section 2 oft1Us Notice of
<br />Acceptan~, esigned to comply with the Fl{)uda Building Code (SFBC). 200 1 Edition
<br />for Mi ade County, for the locations wllere the pressure requirements" as
<br />deten ed by SFBC Chapter 23. do not exceed the Desi~'11 Pressure Ratitlg values
<br />indo ed in the approved drawings,
<br />doo~ ~han ~af a p~~m~llel~ label with the manufacturer's name or logo> city) state
<br />d folloWlng s1atement. Mianu-Dade CO\IDty Product Control Approvedn.
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