Laserfiche WebLink
<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) <br /> <br />1-1,11" tI " <br />~ <br />.... . ..-...........TIf"...'.... "....n .....,..,...... ('........'.... ,..' <br />I I I i <br /> <br />_,_'.-, ,-'- B <br /> <br />O1'110W.L 'llINOOVl <br />UTt SECTlClN. SEE S(Cll0~ B- a <br />FOR Lilt DtlAlLS. <br /> <br />1.1 <br /> <br />,\ <br /> <br />"1]p".........., <br /> <br />l <br /> <br />:z: ' <br /> <br />I _"::::.~,".:.::~ L~::~"..,,""J ..:::"'"."~-:;=U L.,~:",-=.".,~ ~.:.:~~::,,~~"', <br /> <br />~ IT............. n rr..............mr-..... "'n r........' t W............. I 11 i ............... i <br />L ~L.....,...JIIL.. ....~.__...j:L.._. . .IL........._ ,....-..-.., ,....",.......ii. .....,....-' <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 <br /> <br />I .:,;.:~'"o:=,Al! ,:;:~~'"~:::::::, <br /> <br />\N~UO" rl NA.Tl0l-l <br /> <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 <br /> <br />>< <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$, <br />''''9 C~NrlGll~1l0N <br /> <br />,f1=- <br />i <br />I <br /> <br />I <br /> <br />I 't- <br />I <br />u <br />.~""" <br /> <br />~~ "t" <br /> <br />/" l" GJ<I.V. Slttl. tRM:K. <br />/ tlVooCt< tHICKNESS: ,060- <br /> <br />- <br />5-0 eEl <br /> <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 <br /> <br />. <br /> <br />'<. <br /> <br />CJ-J <br />ZLU <br />~~ffi <br />wen..... <br />ZC~ <br />- w <br />-(/)>~O <br />(!)<U5 <br />Z-lL.. <br />_::')r- <br />~CI>::J <br />cnzO <br />..........J: <br />::>....JI- <br />?~~ <br />ooze <br />c:owz <br />wQ< <br />........cn::r: <br />U)wl- <br />::>0::_ <br />o:::CS <br />t-wa:: <br />."",' ~ 0 <br />,~) 0 <br />(f)~O <br /> <br />, . <br />, , <br /> <br />" ':1). <br /> <br />/,' " <br /> <br />"' <br />. ~,,' <br /> <br />,. ~. . <br /> <br />" <br />, . <br /> <br />..-. ..... <br /> <br />,. '" <br /> <br />.. ~".. . ...-." ...~--_.-...... ~ _.-. . -- _._-.... - . <br />" . <br /> <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 <br />t '~(: .'.. ~l"" \' ....' ',~ i <br />, .~l, ' ~('. <br />, . ",. ., . <br />~ c:l ' ,; . , <br />I .1 I <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$Hto <br />SILL <br /> <br />. SEALANT BEAD <br />OSEALANT BEAD IF FLASHING IS NOT ADHESIVE <br /> <br />j'L lAIR <br /> <br />Tempa. Fl. (800) 282.6621~ www.NuAlr.com <br /> <br />" <br /> <br />~1{: '~'--'_.'~_'~~K4~'~']~"~ '-", ,~J J.....'-~~:~:,,- . .p>._~L_:.~j' ~ ~~ ~Li_~ .lj~ :}I~~~~:,:i~~;,,-'=- - i <br />._ ~ i'i 'r'.;/I -... ____ ~.) s t:( :OOt CN':' w'ri1 gnU (.02&'. fi<<.r s <br />/' ~ =tJ · a Eoee os>, TCP ( 02S- THK.5 E\. .' <br />k::::::: /' ~ I ~ _____ ' !S T :El. EQC~-CAP, BonOM (;026 lHl<.)' ~EEl <br />: __= __" _ _ ~ 8 WI on OC~ Bt~, OOOR p~tJ. ,. l 12' 'I. t,,I WClM. <br />V / / //7 I 'i' V k-:: / / ~, I 1 HINGES ~ )( ". )( ,OilS WT. STANLM .iT STfEl <br />I /, / - ~ / a 110 l( !L2" SHE€T M€TA1. SC~O'i 4' STttl. <br />T / ~;~; i3'J,:ll~ S ,~, :/0 /!J~A. ~~;~~ t~t;IiLE\i.'-~1j'&5'O~--- <br />'.. ~ I / ,\ 1 G SI~f\JrE TOP .Ie eOTIOM lWt. (~r' PINI!"t ?INt <br />~ ~ ~ '... '.' ..' ".' ~ ~ 11 S'O'''''UTE ....- K "} <br />.. _ ~ ~ 1.1<" cU\l JAMa (?O~jC t PINE) PINt <br />~.' ~; ~ I 2:11 ~ 1 ~: '. . ~ " 12 HtAO JAMS ~(PONOE.~OSA PINE ?INt: <br />h ~ ~ ..... ~ ,\.. t, I '. .. : '.: 13 HlNO! JAMS PONOEROSAPW!) ?IN! <br />.@. , ~ --:() 1,75' /,fIN, '..... 0", ~.,_ ~ 14 lATCH JAMB [?ONCEROSA:-......,~-. ;>.1"."" <br />~ ". 0' PANel TH1<. '({....~;i. I:~" o,c. POLY~~EtiiANE ..OAJ~~'~"(";~S;f') .R <br />fji' .. ~ 1 ,l!, "~: c9, ~: ~ 15 m'pE.. A. IKflMY: RESII'I?' l<lR)' ISOcY'-W,TE (~1 00 1). C'ltlOPOiT...'lt <br />~ ~ ~ ~ II '" 8, "mOl R (?11+30R). ISOCYANAtt (;>\036): <br />~ 'f " ~ HI Ha '( 2 111.' EfJB'\'1S :lU;El <br />J ~ FS~! GWJN~ 1! S1 F '---<!} 8' 7 :;,,\;'Jd \AL... '- <br />~ ?$ _ _ 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) ~~! <br /> <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~' - <br />_..' ___.1 q 4" ,~ "' 40 IXXlIl lKlrtOlot SNI(V> (ATTACHED WloouaLE SlOEO TAPE) \!IN'\'\. <br /> <br />'" <br /> <br />" <br /> <br />..-- <br /> <br />\\-; <br /> <br />~ ~ <br />@ Nt = <br />~ I - <br />i ~ <br />ift ~ ~ <br />rg~~~~ <br />:::> <br />~~~i~ <br />5 <br />!~~~~~ <br />~~~~~~ <br />II Ii <br />! ffi ~ ~ <br />Ii! ! <br />~ m ~ <br />8 + <br /> <br />.~ <br /> <br />;t v~- <br />2 tIC <br />T(; SPACING FOR If(1.I JlJ2; rop '" tlOrTOM (I) J rj'r <br />IN FROM CCANERS '" (I) IN Th'e t;tNTER. SlOES; (6) SC~EWS <br />-:l lb", ':J 3/.... 28 1/2', .19 Va'. 52' & 82 SlAw . <br />1 <br /> <br />q <br />_---:--.:.-.~ . . <br /> <br />: ~ lSl>n"AJ ";::,,, ' <br />'-V MPB P>>Ift <br /> <br />,~ <br /> <br />SE:t NOrlO sur, 12- <br />~ FOR SPA~ . <br /> <br />~ I" it!./:)'. <br /> <br /> <br />'~2 'I~a.: &~.. . -. II .. <br /> <br />t--~t- lil ~?/../::: i '." <br />'!~ ~.. '~',' ~ jV . <br />~ @/ ~f' TE / '/ ~ <br />~ SHT. -; / <br />8 '/~." TO DOWN /. /" <br />4 (7i !)" 0,0. _ \ <br /> <br />..,,',,"11'1'" QDJ <br />fl J i1 <br /> <br />/~ (i} <br /> <br />/. <br />~, <br /> <br />.r.:n(W.8 <br /> <br />NOTE; <br />TW:; SJ6elITf IS I;1\STf:NEO iNro THE <br />JAMS WIlli fU;l.4 123 (Is l( 2' PH. <br />rli SCREW) $PA~E() ~ rOllOWS: <br />S" OOWN fROM TOP mo S' VI' <br />fROM eon-OM WITH (2) MOR! F:v'r:NL'f <br />SPACEO. A rorJ,L OF (.) SCRtwS. <br /> <br />...dl <br />o ~. <br />~(. <br />'b <br />'q: <br />, <br />~ <br /> <br />IJ:IltBtJ3 <br /> <br />~ ......... ,.'.. '.. . <br />,!t:... ....... 6 '~o'. <br />.:\.' . . q. . . ~ 00;- _ ,,'f. <br /> <br />t 4- . . ".. . It' " <br />~A\ '. '.. . .. ,0 <br />.' "'." ~.. <br /> <br /> <br />'-@~ <br />;;:~ <br />iii l:it <br />~~ <br /> <br />..~ <br /> <br />~~=A <br />;~. <br /> <br />C> <br />z <br />~ <br />m~ ~ I <br />!~ ~ 3: <br />~ <.:~~~llI <br />"f3 / ~ ~ ~ ~ <br />o ~~OO <br />(1)(1)00 <br /> <br />s <br /> <br />NO~ J <br />J <br /> <br />@' <br /> <br />r?~~ 12~ 0." ~~. iD ~m] ~ <br />~~ _" (' r"-'-[~~ l~....~ <br />. .',~ '\ ~\,\I. /" F~-~\\ ~,..;.:;,:o 0: <br />'o,o'~'~' " \. 'o,,",Q,' I' <br />\~.t:' . . I\. '\ Yo ~ d::, o~ 't~ <br />~. ~~.:~. "J<.'-L'" " '1= '} , ~ '"/t'O: t' ~ <br />? ': ~. ~ '\" TV ~ ~ L-r:~.r , ~ <br />, Jr/",<" ~)r' :\ ~~ 1 <br /> <br />SEE ~JTE '\. " ~ ~ <br />T>IIs ~'<< /1'-. " Jli1Ml~QR. @ <br /> <br />s I/a" FROJ./ TOP DOWN <br />!l (7) AT g" 0,(;, <br />1 <br /> <br />~ <br />~ <br /> <br />~ <br />i>~, @r\'11 <br />~!; .i <br /> <br />~:::;.:M;= <br /> <br />.Ff=~=, <br /> <br />SEe: Nore <br />THI~m'. sr.F. NOT! SHT, <br /> <br />~I\~<T ~ ~{);{em ~,; ~ <br /> <br />~YT "y)/~::..:~~o~ L--LL m!8JQ8 <br /> <br />.....~.f~. -- -~ <br />'., . ",.or /~ :: : 0 ~ -elo,: W - 1 1 <br />l) '" .,- / V' '" ....... I <br />., . ~ ~ ~'!~-- <br />,.f \0~ ' 'Il~ <br />t::::N, -I-----l- L,:r.= ED ~ i'W S'OIIM <br /> <br />DJa. _ .25' l.{',X. <br /> <br />rt'''-m~ <br /> <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. <br /> <br />'" <br /> <br />OC)OR INSTAllATION <br /> <br />REVISiONS <br /> <br />BY <br /> <br />00. <br />~ <br />~ <br />~ <br />~ <br />~ <br />~ <br />< <br />~ <br />Z <br />~ <br />00. <br /> <br />'" <br /> <br />~ <br />o <br />rJ1 <br />ZE- <br />OU <br />~~ <br />~~ <br />< =, <br />~~ <br />~~ <br />~< <br /> <br />!./') <br />~... <br />\0 <br />1:""1 <br />t~~ <br /> <br />Ie. <br />M <br />i"- <br />00 <br />~ <br />o <br />'.... <br />...J <br /> <br />.....:; <br />~ <br />ao <br />~~ <br />~t.f( <br />It ('"4') <br />~ r~ <br />;>0'- <br /><:- <br />ro~ <br />..... 00 <br />5 '- <br />"" <br />8 <br /><: <br /> <br />z <br />::> <br />("'ol <br />t- <br />o-. <br /> <br />\ <br /> <br /> <br />SEAL <br /> <br />Date <br /> <br />- <br /> <br />So <br /> <br />- <br /> <br />D' <br /> <br />- <br /> <br />J <br /> <br />- <br /> <br />~ <br /> <br />... <br />