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A 'A ALIE COUNTY /I,PPRO11IED MASONRY <br />1,NCiliP.&:N,,-E.RiALSL*ED FOR .V4r-)4.C;kE%ALUA7IONS,WFtESOU-rHER%Pi:4E,A.S-CMG`•0C(-114CRETS <br />`k,i,SCNRY UNITS .AND CONCRETE NIT H MIN, K-14 PER A:4C40R TYPE, LEE TABLES 5 & 6. SHEET 4 & 5, <br />4) MAY-0,1KY 4�+CHCRS IJA,Y Be eSEO NIO ,9000 AS PER IAS, E II, ScIEET 4. ALL 'NCK)O BUCKS LESS TNN <br />1- IfIr 7-101< ARE TO BE CONSIDERED IX NISTAI LA7"S. IX VfOCID 3"S ARE OF'71.0"AL IF LNfT I$ WALLED <br />OnKity 10 SUBSTRATE. � ",C.U,c &CKS 01,Fili AS ' ,X r�Rfi 1-1,r Tt-ICK OR GREATER. IX AND ZX BUCKS <br />(ViIiIEN JSED) SHAL BE GESIGNED TO PRCIPEJRLY TI�LeNISFLR LOADS TO THE S iRLCT'uF;E ,1100D BUCK DESIGN <br />k MNSiTALLATION IS THE RMS ONSIZIILITY OF 71 E ENG VEER OR ARCHr,rCT OF RECORD. <br />5) k4CHK)R E"UELVEN- TO BASE NAA-ERLAL SMALL GE BEYOND NALL ORES: -I:4 OR STI,CICO. USE iV•CHCRS <br />OF SUFFICIENT LE\4GITH, AS SPEaFED ON TABLE 6 It 6, SHEET 4 & S. WV$�.,'N.0147 SCALANT IS USED 04 ALL <br />FOUR OOk"ERS OF THE FRAME. (NSIALLAT" N401ORS StIOULD BE SEALED OVERALL SEALMaFLASHING <br />STRATEGY FOR'A'ATIER RESISTANCE OF INSTALLATION SHALL BE DCAE BY OTHERS AND IS REYQNDTI�E SCOPE <br />Of THESE i14S-,RUCT0NS. <br />0) S�W.S ARE REOJIFIED AT EACH A14CHOR LOCATION WHERE TIE PROOUC'T,SNOT PUSH TO THE <br />SU BST, RATE - SHIAS CAPABLE OF TRANSFERRING, APPLIED SCADS. 4Y000 BUCKS, BY OTHERS, AJST BE <br />gUi:F,C•ENnY A!4CHC+'ED TO RESIST L0ADS%#-O$EC ON THEM BY THE i,NIN'XVY <br />7) DS S IGN P RE S 3'_IRE S. <br />A. NEGATIVE DESIGN .OADVIAStO ON STRUCTURAL -ES? PRESSURE, FfVVAE k',AL`,SiS 1,W aASS PER AS7M <br />Ei. <br />B. POSIT IVE DESIGN LOADS BASED ON �-,'A-ER ITSIPPIESSUPE. STRUICTLpu� 'FBI PRESSURE, FRAME <br />A�IIYSIS AND GLASS PER ASTI E1300. <br />8) THE ANCHORAGE METHODS SJ40VM HAVE BEEN MIGNED 7-0 RESIST THE %R4NDLCA95 CORRESPCIII&IN(3 To <br />THE P,EGrj;.-.ED D-SK-1i PRESSURE. 7HIE 3J lrj% Sil IRESS (14CREASE HAS NOT SEEN USED N T 1E 1ES.ii,38 OF <br />THIS PRODUCT, THE 1.6 LOAD DURATION 1 ACTOR A'AS USED FOR THE E`,ALUAT)ON OF ANC TORS INTO V40CID <br />X"CHURS T ,HAT COME INTO CONTACT tin7H OTHER D;W%V-AR MATERALS SHALL MEET THE REOtAREMEN715 <br />OF r FLORIDA BUI1.0040 OCCIE FOR CfDf%RCFSIUN RESIS'A!,ICE <br />9) RDFIERE.14CES: TEST REPORTS FTL-0479, ELOO LILTRACC.14 NOA, ELCO GRETUFLEX;1'.1k ASSUArVA NDS-2'q5 <br />FOR WOOD CONSTRUCTION NNO ADIA-2005 AL-11014UM DESIGN `AkNUA, <br />it)) THE 200 SERIES SINGLE HUNG 1V'fX1W WAS FORMEPLY KNOWN AS THE 4000 SERIES (Fl-khGe F&kl,c) OR <br />4001 SERIES iFIN FRA-El <br />+32.6 <br />42.7 <br />­ <br />10,2 <br />- <br />-30 .3 <br />-34 8 <br />- <br />_40 3 <br />-ABLE 2 <br />under 2(}178" <br />I-55,0 j -71.8 1 <br />+55A�j <br />-82" j7 <br />-55,0 j -55.4 <br />,50,31 -50.3 <br />--' _316- <br />_ <br />E 11,4- a,ed <br />� _1�1id'ihru;.4-1.7" <br />'.�j I �;n 0 , <br />,�Sso 1 <br />82.5 <br />- <br />+5S.0 I _0 5 <br />, <br />+1,5 0 ! -618 <br />4y, <br />: <br />___ <br />24-9ilir t-Equal Uat) <br />___t_ <br />+55.0 I -qoot�.550� <br />-1-.0 e,, <br />- <br />XG <br />- - <br />��50T 764T-55,0 <br />- <br />. <br />1 <br />I <br />c,,w 24 91'18" <br />- <br />+55.0 ­7, I 6 <br />I !! <br />+511, <br />- <br />1,21 <br />7�1_1 . -5 <br />-503 <br />- <br />I - <br />I <br />- <br />- <br />wial, 21, <br />- _ <br />;, , <br />+55.0' . 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I <br />NiAx <br />I -0 I40 44CHiciRS �,EQL,;FED <br />71 7 <br />�6 �o Z4 8 <br />;� <br />0 1 182 <br />i- <br />I <br />I <br />- <br />1wil-w-IT <br />. 55-0 i .67 a <br />+55 .0 <br />I .59. <br />+513 ! -53.3 <br />­ -48.5 <br />'L <br />" j <br />- <br />- <br />1 -7;73r 29 1 4' - <br />I-- <br />- <br />-753-3 <br />, 4 1 <br />- <br />T - <br />I ..,a I ! -39 1 <br />.1T .7 <br />_:�4 <br />I <br />- <br />- 5'T <br />1 I)- '!. �__ X <br />+55.0 -61.0 <br />. <br />; I <br />� � I <br />� <br />4 TT <br />- <br />�Efll_ � <br />71�' <br />L� - u1s) <br />, C.,.,, <br />�,_,,j;T <br />- - <br />+11,O; 18,3 <br />-11�1 <br />j -!A.3 <br />-52A ; .52,1 <br />,51 5 i �51 5 <br />- - <br />z <br />-__ <br />��,Wj a, - <br />+56.0 1 .87 a <br />+55 01 <br />-A,3 <br />+52.1 1 -521 <br />1 48.5 1 - <br />-+nTt <br />. <br />;:W 11,14" <br />_ <br />�= _� <br />-53A <br />! <br />I <br />I <br />. <br />- I-. <br />•-485 <br />3eS 7 <br />I <br />. <br />, I 1:5 <br />, . ". ", <br />.i - III <br />�, 3,4' inj 39' <br />4, "' " "i <br />+S 0, -583 <br />-Tj 2-1 2 -, <br />I-, -, <br />445.2 1 -45,2 <br />1 I 41 Z i I <br />: I <br />� ,, 111'15" 11 - <br />I. 5 �oi -452 . 5 <br />1 150 8, <br />-50.8 <br />- I ,!,6,3 <br />I <br />1 +45.2 I .45 2 <br />.L <br />--Z. __.) <br />I fip-towt;p diri,erzimis P,X Ilargis Aridc',%* shcr� For in wi,dc-1 or buck Sr,1814�1111 sulAred 1* <br />I c,,,iraR liesh t,cigtt. For ciew �ayligh( t-eigN, sUbt;Rct 3-9, 16" <br />, Size rariv ircw," Ve stwzfwd P,0-vi w I3-aar­2 coIAjututi,x,) kx 0-v 4�n `,V'r,d-* NePgN <br />iFof omag Bash M,0, sutkicl 2.15, 18" i,m the Duck dimarsion <br />- <br />--------,--- - <br />GENERAL NOI E S ,SERIES 200 N OW M PACT SING LE H-UNG _VVINDOW <br />t) THIS FROOLCT riAS SEEN DESIGNED & TESTED TO COMPLY ,YiTH THE PEWREVEN-, OF THE Iii-OFIX CA <br />BUILDING CODE, flCkLiC4NG THE HIGH VELOCITY 1,UFiF,rj,4iE ZONE (HV,14 <br />2) SHUTTERS ARE REOLRED M-EN I. SF0:N'Mi4ZLSiORI`*E 103R.I9 REO#)-.43, <br />3) FOR WISONRY APPLICATIONS 1.14 MAI-CADE COUNTY. USE QNI_Y! A 'A ALIE COUNTY /I,PPRO11IED MASONRY <br />1,NCiliP.&:N,,-E.RiALSL*ED FOR .V4r-)4.C;kE%ALUA7IONS,WFtESOU-rHER%Pi:4E,A.S-CMG`•0C(-114CRETS <br />`k,i,SCNRY UNITS .AND CONCRETE NIT H MIN, K-14 PER A:4C40R TYPE, LEE TABLES 5 & 6. SHEET 4 & 5, <br />4) MAY-0,1KY 4�+CHCRS IJA,Y Be eSEO NIO ,9000 AS PER IAS, E II, ScIEET 4. ALL 'NCK)O BUCKS LESS TNN <br />1- IfIr 7-101< ARE TO BE CONSIDERED IX NISTAI LA7"S. IX VfOCID 3"S ARE OF'71.0"AL IF LNfT I$ WALLED <br />OnKity 10 SUBSTRATE. � ",C.U,c &CKS 01,Fili AS ' ,X r�Rfi 1-1,r Tt-ICK OR GREATER. IX AND ZX BUCKS <br />(ViIiIEN JSED) SHAL BE GESIGNED TO PRCIPEJRLY TI�LeNISFLR LOADS TO THE S iRLCT'uF;E ,1100D BUCK DESIGN <br />k MNSiTALLATION IS THE RMS ONSIZIILITY OF 71 E ENG VEER OR ARCHr,rCT OF RECORD. <br />5) k4CHK)R E"UELVEN- TO BASE NAA-ERLAL SMALL GE BEYOND NALL ORES: -I:4 OR STI,CICO. USE iV•CHCRS <br />OF SUFFICIENT LE\4GITH, AS SPEaFED ON TABLE 6 It 6, SHEET 4 & S. WV$�.,'N.0147 SCALANT IS USED 04 ALL <br />FOUR OOk"ERS OF THE FRAME. (NSIALLAT" N401ORS StIOULD BE SEALED OVERALL SEALMaFLASHING <br />STRATEGY FOR'A'ATIER RESISTANCE OF INSTALLATION SHALL BE DCAE BY OTHERS AND IS REYQNDTI�E SCOPE <br />Of THESE i14S-,RUCT0NS. <br />0) S�W.S ARE REOJIFIED AT EACH A14CHOR LOCATION WHERE TIE PROOUC'T,SNOT PUSH TO THE <br />SU BST, RATE - SHIAS CAPABLE OF TRANSFERRING, APPLIED SCADS. 4Y000 BUCKS, BY OTHERS, AJST BE <br />gUi:F,C•ENnY A!4CHC+'ED TO RESIST L0ADS%#-O$EC ON THEM BY THE i,NIN'XVY <br />7) DS S IGN P RE S 3'_IRE S. <br />A. NEGATIVE DESIGN .OADVIAStO ON STRUCTURAL -ES? PRESSURE, FfVVAE k',AL`,SiS 1,W aASS PER AS7M <br />Ei. <br />B. POSIT IVE DESIGN LOADS BASED ON �-,'A-ER ITSIPPIESSUPE. STRUICTLpu� 'FBI PRESSURE, FRAME <br />A�IIYSIS AND GLASS PER ASTI E1300. <br />8) THE ANCHORAGE METHODS SJ40VM HAVE BEEN MIGNED 7-0 RESIST THE %R4NDLCA95 CORRESPCIII&IN(3 To <br />THE P,EGrj;.-.ED D-SK-1i PRESSURE. 7HIE 3J lrj% Sil IRESS (14CREASE HAS NOT SEEN USED N T 1E 1ES.ii,38 OF <br />THIS PRODUCT, THE 1.6 LOAD DURATION 1 ACTOR A'AS USED FOR THE E`,ALUAT)ON OF ANC TORS INTO V40CID <br />X"CHURS T ,HAT COME INTO CONTACT tin7H OTHER D;W%V-AR MATERALS SHALL MEET THE REOtAREMEN715 <br />OF r FLORIDA BUI1.0040 OCCIE FOR CfDf%RCFSIUN RESIS'A!,ICE <br />9) RDFIERE.14CES: TEST REPORTS FTL-0479, ELOO LILTRACC.14 NOA, ELCO GRETUFLEX;1'.1k ASSUArVA NDS-2'q5 <br />FOR WOOD CONSTRUCTION NNO ADIA-2005 AL-11014UM DESIGN `AkNUA, <br />it)) THE 200 SERIES SINGLE HUNG 1V'fX1W WAS FORMEPLY KNOWN AS THE 4000 SERIES (Fl-khGe F&kl,c) OR <br />4001 SERIES iFIN FRA-El <br />+32.6 <br />42.7 <br />­ <br />10,2 <br />- <br />-30 .3 <br />-34 8 <br />- <br />_40 3 <br />-ABLE 2 <br />1 <br />jjq,,UUCTvEvtsI!0 <br />I i . ­,,t) It, I', F1-d' I <br />I ! "Tt"l. ii",I ; , ID Y? I^ <br />1. <br />- * ` T,"' <br />i F - ,,, � <br />" <br />, <br />_ <br />___ - <br />Nicnolithic Glass Types . <br />_A_ <br />] I �­ �_ <br />- <br />5 1 I.;$, Terriiei&m <br />I . <br />- 3i16- Aju�__Jied <br />TerV ted D <br />_ <br />--' _316- <br />_ <br />E 11,4- a,ed <br />- - <br />F 1;4- 7enpeied j <br />- <br />_�-14 I 41 4 <br />W <br />Z- <br />- <br />7 <br />i - - --- --- -_ 1 <br />_- <br />_j <br />< <br />__ <br />- - <br />TABLE 3'. <br />41.11 413 ' <br />" ' <br />':' ' :-40.0 <br />:1 <br />- InsulaW Gla5s Types __' <br />- .. __ , , - - - � - - <br />3 lig, ArIne-ijed, lj4" AirspE e, VT Arir-eaW. <br />- � I <br />H 3116" kinezit,d, 3o ,tr Antpace, lid" Arirf,Ealed I <br />__ ____. <br />1 liT' Tempae,d, li,r Krepacie- ll;r Tewpvtd <br />I <br />0 � <br />* 0 I <br />� - <br />P I i <br />HI <br />Z <br />0 <br />� <br />C? <br />0 <br />CJ <br /># M <br />an <br />16 <br />41 I,' <br />� <br />_ , - <br />3II , , , <br />4C 0 �10 0 <br />- <br />_�-14 I 41 4 <br />___ <br />- i 3`18" Temp,IIred, 3116" Ai:IjPXO, Vr Tempered <br />1 <br />w <br />" <br />i - - --- --- -_ 1 <br />_- <br />_j <br />2 <br />� <br />�i� – �� Go <br />, LL <br />362' 2V2 - ­ < i� 0 <br />- _]Z0 FIGURE A. SASH PI i i: clil <br />�O Ot . 0 * ) <br />CROSS SECTION () < <br />_110�1 Fli6 —I I I i Z — <br />_____f_ (w'TH wmou­;�,Ic I I I I _u 0 0 <br />.16 2 , COLAW � D� Z I �- <br />_� � I <br />-34.81 .34.8 � , <br />- <br />'�c_ -0 I ;' � n 0 <br />o F-46 i . Z <br />I <br />�,�91,-:;;i-2- � =1 8 <br />11- : i . 0 EL <br />1 <br />it <br />I I - <br />Ti!�2_18 1� i . - J7- 1 9 -�-D I ,xn <br />.37 3 , SASH ­" , <br />�37 3 j `,iSIBLE LIGHT •I � E G,HT _1 <br />- �93a 9 HEIGHT I � �11 41 I 51 VLOL,j L, <br />�32 - . , I I I - - <br />.34 .8 � •34.8 S� SH ,,EIGHT - 3 2M a. i <br />' I I 1 <br />.265, 205 1 � <br />I I I <br />�36 31 -183 ! 11 AH <br />- , <br />- - �, gl� I <br />1, � I 4� $ 1 <br />!21�4j - - �4_ S� <br />�I`1.4 <br />_737-0 (� � <br />-37 O'f i _____L <br />+54.81 ;4.8 I ,01 , , I I'��',, "', <br />t I ,zijv� ,,, <br />__ . 1) <br />-1 __ � IN 4 " " <br />, <br />E.211 11 'Ell 85 "T'. � , ,,,,�-. � = '�. �,%� .� <br />� <br />- I� . - _� <br />+34,9 ' .U'D ,I USE THIS TABLE FOR ALL'AiNOONS THAT ARE GLAZED �,IH I'T - ,, , ft ? 0, 41 1 � P <br />�: , , <br />A,14CALED G1_I,SS,TYr`E A), :: - � , Ii,i �i ,e S. <br />, . � , * -. g :j; x <br />2; FOR SVLS NOI SH0114. ROUND UP TO 114E NEXT AVAILiISLE IMID-H :: , . "i, 6 �,V� �n I, , . . � <br />� Z <br />#OVIN ABLE- � -� .. -� I " ,,, -� F - <br />OF, ,EjGIjT 0�, 1. -11 I <br />.&,4S,QN , 04 T,,f I <br />, <br />. <br />. , 0 , <br />.. .. " . <br />,�,�, '' , , (:)�,� , <br />k I�Q I <br />, * 9 <br />"I , 11 I I i 10, ""I <br />- I - <br />. - S1I8-TIP-',O­1PiMOTH -- <br />04-IDE 10 QHEEB : <br />i:I�1n1"T1.%_rt"r-_1 <br />52 118' BUCK I'ADT r- <br />- 62-1,TBLCKV',IO­`,H - <br />NO,WO-IORS <br />I, - <br />I- 'jS;49-`,ia' <br />BLE Lf'.17 <br />REQUIRE0,11 <br />rtANGE <br />,,,,,49 <br />: SLE LIGHT <br />I � � - r I.;AX. <br />i <br />I <br />: I <br />ttit.,VIE HEAD <br />A <br />i - - --- --- -_ 1 <br />_- <br />r V,kx - - j I <br />, * " <br />- , I <br />I <br />: <br />I <br />-1-.0 e,, <br />.!. <br />EXTRUSION PROFILES ...... . 8 <br />� <br />I <br />a, MAX. PROM I <br />i I � f 1 3-1jr <br />- I- - �!- - , I , t <br />PARTS LIST .... ... ... ... . ... .. 8 <br />a <br />- <br />� <br />1A, A_�� <br />I <br />CENTER OF <br />'wiLE <br />I 1 . <br />I <br />a <br />� - , , <br />,,, , <br />'S , <br />, , -12, <br />�41ul <br />F�42 <br />I <br />/ I 'l, , � <br />I - 79, <br />11 ' <br />i � 1/1 � 1 "'L 0 C. i <br />i <br />/ I <br />// i <br />I iii:�r�-11- 1 <br />711.1. c.*1 <br />- - <br />- / I TIP-TO <br />- _� <br />tr MAX 0 C, <br />� <br />I <br />I <br />�­,,l,v,.:.k- <br />1 , - <br />[ 1 , I TIP <br />__ E,G, <br />i��_ � i i, -fT <br />t � I - ____ t­ <br />I -_ - <br />I - -_ <br />' I I 11�"' __ <br />I, LYNIiiiPULER, PE. <br />I <br />- I <br />1 <br />I <br />I - - . 7r <br />� it I <br />I <br />. <br />I <br />zzzw��.� <br />.1 <br />�7 <br />. - <br />C <br />I - - <br />a' kkX. FROM I <br />CENTER OF <br />IBUIC, <br />I / <br />� / - . � I <br />! ! <br />/ <br />I <br />I <br />.� // 1 L_ - <br />BUCK <br />[ <br />_ , <br />11EETIN3 <br />I I <br />I , <br />� ,'/ <br />I <br />I / I <br />! , <br />I I li <br />HEIGHT <br />I <br />o.UL <br />I , 23* <br />� � / <br />1 <br />I 3,16" 'Iernpeied, Y1,6* A",-.�e, 'A" T-it-c <br />, L <br />� <br />i <br />`1 <br />i i "i O.C. � <br />� - j <br />1 <br />� <br />, <br />I I !I 1,1,11,ul <br />2 1 2 1 2 <br />" <br />r <br />,5 <br />2 <br />I j <br />< <br />.-J. 16.31 T <br />F A 9',e' V�Eqiafd ILO <br />_// <br />� <br />, <br />il 2 <br />2 21 4 it <br />- I <br />! --- - ---I- <br />I- <br />00 <br />r____ _`, ---- <br />4 1 2-3 <br />_3��j_j_ <br />< <br />M <br />� <br />6. I <br />NiAx <br />I -0 I40 44CHiciRS �,EQL,;FED <br />r LAX . <br />� <br />i <br />I <br />L_ -D <br />i- <br />I <br />I <br />N FLANGE FR,,ME SILL <br />- <br />- T MAX O.C. <br />TYP, FLANGE FRAME ELEVATION <br />TYP, INTEGRAL FIN FRAME- ELEVATION <br />I') <br />(TESTED UNIT) <br />(TESTED UNI <br />- <br />I Fy"Noci-w _SH,tW_ US ANOSASH - 06-NIFOGURATIONS AS Si"',N BELON OR SMILAR, VAY M USED BY NIECRIBII.G THE <br />L N A BLOCK MD OBTAINING DESTQN PRESSURES FOR TtiAT BLOCK SIZE FROM THE TABLES ON C4ICETS 2 & I. � <br />__ � _ - - ­ - I <br />',--- %.,,D7H -- 1- MOTH - - <br />i - _­ - ­­ ­ . <br />I . <br />� <br />� <br />! ,/ <br />/ /� I <br />�//1 <br />I //// /41 <br />HEIGHT - - �- - - - =��j HE)G,fT <br />I <br />0 <br />/� <br />!7 u­. -P IE­a - - liixl - . I - -1 s t- - <br />- - - --- <br />I iNSTA—LUATION DETAILS FOR FLANGE FRAMES 1 CON f-TE'l-MU 00140I U ­--, - I <br />- - _____ ____ _____ .---- __ I PFF AW,�OR ERE-' <br />R '� � . I., .1 <br />- -- ___ OPTIO�,%L ADDON ,�_.', LhIMLWENT ­ - - RPEQ:UIk T-P A'40•OR <br />MT4LIATION - FLA�40E ,,2 AAD "�' I REOURWENT � I P� - T f .. I . . I TIRE, <br />_ � � . I � - ____ - - , . <br />SILL & JAMSS 1, i EvsFOMENT Al"D <br />qEL10,,i I __ - - ___ - , __ � - - I �- ` " ` 41 " ;, , I I � , / T ED-1-E DMANCE <br />- <br />1,;S CURVED HEADER - =� 9 ,- __ - _� St-im- - -,,,-- I �-_ I - \�Yi, ; I I � . / PER SUBS7RATE, <br />"', -- -::,-:I!- I . I - � � . , ", , I SEE 'ABLE 5, <br />T � � � 1 , . <br />ALLATION INTO NWO 'E7: --- ­11 I � __ - _:I - - GE ' <br />S __ � - <br />I - <br />, ,- <br />-7 i ,-- <br />- - -- _� ,- -- _:�__ -- - 'D I . �� -_ - 1 , , , \ to I I I <br />ZX� SEE 40'E 2, THIS SHEET 1- � - I _:_--_�_ I - I . . I J� i , , - Kil I , \ , I I <br />.1 (�( lVBEOVENT - A�l LiFTANCE , \___ �__ , , � THis SIiEEI <br />- - ,7 E I . - �)_ __ --- 1 • , - - .!I I �� ir �=_:��_ �,_kj�� I ., i <br />- - - , i±31w \ \ ii ", ,� � - <br />- j \ I � I <br />I -_ _____ - -_ -_ - , , 11 i,_�_', - \ \� [ [ ��� � <br />I .__ I- - - --I I -1 - --- :-- A Typ, ANCHGR " '7' ' 1 4_i. i <br />____ - ,r - - - - r�_ - __ I , / / -, - <br />7�" i � TYPE, i��,/ I - - --I ,_ �-,li, - <br />� _J PL J " -_ � I / <br />� __,�� � I �c ht',,A �� - <br />!- II- - I 1 1. -21 <br />� I \\ .I!. _-L :v " •' ' . �, -- ,a -- , 7�__ I' .. - � .E7`A4CE <br />� DiSTi�Zi'WW : . \�il) i- I <br />I � E#.W,FCX4ENT AND 8vES7RA,E I " \,\ - <br />� � i ul "' x- E I i'm I. 5::::: I - - '�2) _\ " �- '. -- t <br />I ew , EDGE DISTANCE I 1 ;"D K=­ �.� <br />� PER 31,1-137 ';ATE. ,, _ I " _ - •\ i <br />; I 1 f SE 7�a_E 5 THIS '�!�"'FINS TALLA i ,j 4,�4�' ,,I�I : EX_LR!i)A , - � INSTALLATION <br />i I , 11-51 !:p �--= , <br />� (:�) /�L � \ I ", . <br />11 � <br />i <br />� �, - ­ ,� 0) SH.EkT OPTION I ON �TALLAtTION ! I I ! ! OPTION 3 <br />_ <br />I I V08LE ST RAK,HT HIF-ADER OPTION 2 _ I I -- `,',S1BLELIGHTV41.DTI1 -- I ,�', (NST.ALLA1i0N,Q,0CiI1OPS <br />i I LIGHT - � I I I MROJIIHI IX 9LI.KST RIP <br />i - \-66 11 INSTALLATION ONTO I"-LATIGN � '. - I—- BUCK AIVTI� __ - <br />HE GeT , ! <br />I ! 1 VKX-10 2X 40 ANCHORS IINCH`QRS DIRECTLY _____ - TIP TOLTIP �N`D­H � - _­­1 - - I &1TO!;IASv.,Ry, <br />I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY, <br />I i T_ - i__ , H DRIZON TAL SECTION A. A <br />I [ 12�9� - H 11'r A&X. SH"m TABLE 5'. <br />___ EGRESS FORMULAS � <br />­__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE) <br />I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e <br />� <br />I I 11-1 I Aint- S.L&.10 <br />� \\ SVS IGO� SEE - _� �11 <br />� (, ,� ", ; _�_ HEr-4T:TIP­-O-TIP`,MDT,'1 6.50F <br />I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I- <br />1 1 2.751 t�v t- [ S I MEET \1 - �e a V . , -_ -_ - __j <br />- , �9___ P 7 S,UL go IT 1-3iT <br />\\ ,,, L- - - I I ��M pi�* (SG • - A - - <br />- ' <br />� , �:,�7, 1 wmr" J - ,, 912 Steel SMS Alwirioum, &*3-75 nin XT lua- _____ LIGHT ­ - <br />L,klcH ,# 20', OR INSTALLATION lEw ) 11 S"e. r-51, Steal SL 3r. 33 nn - Nr 0 " 1,20 Ga 'gouAt-LITE I <br />I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71P­TOJAFAIC .5-11T <br />TIP-TO-TIP � i / INSTALLATION - i B AZ4 Steal aid` lia I %vvTH( I TiP -TOTIP N1DiH 4' <br />I , =z�. - - P T ScNlliern Pad tso -,S* 11 1-2�vr R,I�HT I-Tir-T,01T P HEIGHx.7115 <br />1 <br />11 ,,�?) U".,"T,L <br />HEIGHT i ii �_� < i . ,e4CHORIS - ___ I __ - ___ <br />0-S8' DIRECTLY ;!1170 114" 410 SS C.eteF ex 30 11 1� <br />i J 1 NiEIAL. I - _1�14-_ -_ _'�V_47___ � <br />I I I/ - I I I U,gfat.�ad (AW, IASTNI C-90) I I <br />� ,_1jL <br />SIDLE ' � � - 7 1 Lv 1 3 re (30. - ,A _249" <br />I T <br />_j�E �, , ; I I P T. S�Al= FIT. 1. i <br />- <br />�i "� I I , 4 � C,7 -_ min 2S7 k, 1. I-Mr' <br />///',I 14' SI.M jlftaccx 7_� (,, ) <br />�.EGHT DADE APPROVED IAILLION, _ _ <br />, __� U?:�_d W, �A I -90 _1,4 <br />,� I , �,LLAIJNUM, S- . ,� I I <br />I 1, ,�_ __ - . , _EL FR,',XQ43 OR 11 Ec_ i A C I <br />I 1 -i-- - - -1 i - ( I STEEL STUD. SEE SLIbEr-RATE , ,;W.r,,TJM OF 3n,READS BEIO'4iii, TIE,MEIAL SUBSTRATE I 11 <br />I i > i ! �� �� ?ROBERT :EST TABLE 5, T,IIS Si FET <br />� I <br />WT ES i � <br />� 1 ��i I I i 1) USE ONLY SUSSTRATE-APRRQPW-.1E 40CHORS LISTED �,N TABLE 5 OF THIS SHEET FCX-LLIW E.V5EDVS14TAJND EDGE DISTANCE Lih&--S ANY IWALLA7,CN OPT, ION ! <br />( <br />! /--� ; QW4 MAY A USIED ON ANY SIDE OF THE IAINDOW. i <br />I 1 2S,I. "_ I I­__ ______ - <br />.- ,r� I 1�, / - 'o <br />I � 2�MASOkRYAt#CHC;RS&tA,Y SEUSED.-4-0 HC-ODikSPFR iiiiBLE 5,1'HISSHCETALL � 0000 BUCKS LESS TttAN 1 -1 T•. 1XI!&WAt�A7KNIS . <br />!X�IJOODBUI-KSAREI)PIK,tW,LIFU�417 MINWALLEDUEREVTLY TOSUSSTRATE. VIeiQi00UQKSDIEP`CTEDAS2XARfi I-1.1e nIICKURGREA1EA_IXA4D2X9UCKS <br />I <br />I : � ,-�,-��-,,,--,-� I 1 - / , I _,' �AOHEN VISEC) S�,ILL M DESIGNED TO PROPERLY TkNNSFER LOADS TO T,IE STRUCTIL;RIE� *1_10C DVCX 1ESIGN,1,,N:)NSTAiLLA7P,QN S 7HE RIESPONS:811,7Y OF -HE 115113DIUK-1 KEVISED <br />�te�� 1--ER OR ARCHITECT OF FT-OCRO , 14.1nk ,.;h .,. r­bN <br />___� <br />I THIS SHEET, - - __ mw ,g c"J. <br />i iqe___� I <br />� 1_= rF,--1--,-1. - - -, - f 3) VISIDA E LIGHT 'AIOTH OR HaQ17 O'So I I'00flo" - A-p-i-J!�!0 <br />- <br />," ,,k� LYNN , '/ Pt,�.d S,,, C,* __ - � IC, , 13-1 ". <br />i i __ - PUERRED 10 " DAYLIGHT OFENiNG) is , 111� ili.�­ ir,�;,lt_ o� _5" <br />, !'��,<� " - -� j ji,�, , <br />1­____ __ SUPED FROM BEAMG "iO5EADI7+-3 - jj loiloll I _rl'l�­ I A I "e �) <br />QCEN'�,� .. 9 , By _� '/I �/_ -�� <br />� - ,,, � <br />J_ - - - -- - - , -1 VAX Sirl,*M , - CHAN' Nl- ,,.� "'t. � <br />- I,\\\ 7 �,-L-" \�\�\�,�, �__,,,- 'EA _1� "I"' , , I � - '­�.4 W, vc,* r-w— , <br />__ \ \ ��\, - _\,�\Y�� , � * - <br />,� � 7 <br />1 __ I � �� - I No 58706 , �% <br />' ' . . . , � - �_ <br />NO ANCVQPS � . " . I � =TE PER Z : _ <br />- <br />REQUIRED IN - I - .. - - I A - . � 0A *_ ...: 11c _� I Dix* .we - t I "' <br />, - I to? 11 , 7� <br />'E � ' ' � ' - I '� REOUiREX41ENT :: - - <br />FLA`r <br />MA ME SCL � , I � , , • , , , . � � FLAN FRAME INSTALLATR DETAILS 'OSOWSKI <br />. , CX)\* + �4�11 <br />, I . • . . .. , - " , . I I . - , 1 107 TEC,q!4O1 MA .11 <br />-, -- __ - __ ;,FUG �. �'Z OR!Q . ��, " NO LOGY MA <br />, ,� - - " 11 N. ,,CMCIE FL ,4275 ,SINGLE HUNG WINDOW INST, LATION I 05mll I <br />�,, /r BOX 1' <br />4274 SECTION M ­iNAL ", NCKC4 '4274 - - - - <br />, IS� FL � <br />i I SET. OF AUTHI. 12" '", '-A I <br />P EA 187 - , �� - "M'D_S`H,2OO_Ol <br />41R "I� _NTS 7TOF . D SH, <br />VERTICAL ""; <br />, LYMN -,5, PIL SI 200 � <br />I <br />- I 11 I I <br />I TABLE 4 <br />'ABLE 2: <br />04-IDE 10 QHEEB : <br />i:I�1n1"T1.%_rt"r-_1 <br />I <br />GV*_Ik, 1 NOTES .- .... _ . ...... I <br />rA!Ull FRESS,;AIERA. ING I RAFACT RATING <br />4r ,,S, _ _ _ - N07 RATED FOR <br />I <br />ELEVP`T.:)SS ...'--i � � 2 3 <br />GESIGN riRri .... ..... �,i I <br />I IN TALLATs,��N, -LVr,,E-.... . . .... 4 <br />� 57 <br />r ., <br />_ SEE SjiEETS 2 ��$ RES: WCE <br />. <br />_t��_ _ <br />__ ,- <br />- <br />- <br />I INS <br />57ALLATION, 'f _5� <br />E3M FIN.. <br />QUANTTT <br />' I <br />IES <br />'I <br />I Oil 0/1 1 <br />0 FBC NOTE <br />­HCHCR I ... . ... -- <br />OLAIING GET *11IL9 ... . .... . _ ..... I <br />, * " <br />- , I <br />­ <br />C<WNER ASSEVITKY. ..-,-- _�__�;7 <br />-1-.0 e,, <br />.!. <br />EXTRUSION PROFILES ...... . 8 <br />� <br />,=1.77 11 � <br />Z 'k :1 ,4o cZJ`115 � - <br />PARTS LIST .... ... ... ... . ... .. 8 <br />a <br />- <br />- - - --- <br />I iNSTA—LUATION DETAILS FOR FLANGE FRAMES 1 CON f-TE'l-MU 00140I U ­--, - I <br />- - _____ ____ _____ .---- __ I PFF AW,�OR ERE-' <br />R '� � . I., .1 <br />- -- ___ OPTIO�,%L ADDON ,�_.', LhIMLWENT ­ - - RPEQ:UIk T-P A'40•OR <br />MT4LIATION - FLA�40E ,,2 AAD "�' I REOURWENT � I P� - T f .. I . . I TIRE, <br />_ � � . I � - ____ - - , . <br />SILL & JAMSS 1, i EvsFOMENT Al"D <br />qEL10,,i I __ - - ___ - , __ � - - I �- ` " ` 41 " ;, , I I � , / T ED-1-E DMANCE <br />- <br />1,;S CURVED HEADER - =� 9 ,- __ - _� St-im- - -,,,-- I �-_ I - \�Yi, ; I I � . / PER SUBS7RATE, <br />"', -- -::,-:I!- I . I - � � . , ", , I SEE 'ABLE 5, <br />T � � � 1 , . <br />ALLATION INTO NWO 'E7: --- ­11 I � __ - _:I - - GE ' <br />S __ � - <br />I - <br />, ,- <br />-7 i ,-- <br />- - -- _� ,- -- _:�__ -- - 'D I . �� -_ - 1 , , , \ to I I I <br />ZX� SEE 40'E 2, THIS SHEET 1- � - I _:_--_�_ I - I . . I J� i , , - Kil I , \ , I I <br />.1 (�( lVBEOVENT - A�l LiFTANCE , \___ �__ , , � THis SIiEEI <br />- - ,7 E I . - �)_ __ --- 1 • , - - .!I I �� ir �=_:��_ �,_kj�� I ., i <br />- - - , i±31w \ \ ii ", ,� � - <br />- j \ I � I <br />I -_ _____ - -_ -_ - , , 11 i,_�_', - \ \� [ [ ��� � <br />I .__ I- - - --I I -1 - --- :-- A Typ, ANCHGR " '7' ' 1 4_i. i <br />____ - ,r - - - - r�_ - __ I , / / -, - <br />7�" i � TYPE, i��,/ I - - --I ,_ �-,li, - <br />� _J PL J " -_ � I / <br />� __,�� � I �c ht',,A �� - <br />!- II- - I 1 1. -21 <br />� I \\ .I!. _-L :v " •' ' . �, -- ,a -- , 7�__ I' .. - � .E7`A4CE <br />� DiSTi�Zi'WW : . \�il) i- I <br />I � E#.W,FCX4ENT AND 8vES7RA,E I " \,\ - <br />� � i ul "' x- E I i'm I. 5::::: I - - '�2) _\ " �- '. -- t <br />I ew , EDGE DISTANCE I 1 ;"D K=­ �.� <br />� PER 31,1-137 ';ATE. ,, _ I " _ - •\ i <br />; I 1 f SE 7�a_E 5 THIS '�!�"'FINS TALLA i ,j 4,�4�' ,,I�I : EX_LR!i)A , - � INSTALLATION <br />i I , 11-51 !:p �--= , <br />� (:�) /�L � \ I ", . <br />11 � <br />i <br />� �, - ­ ,� 0) SH.EkT OPTION I ON �TALLAtTION ! I I ! ! OPTION 3 <br />_ <br />I I V08LE ST RAK,HT HIF-ADER OPTION 2 _ I I -- `,',S1BLELIGHTV41.DTI1 -- I ,�', (NST.ALLA1i0N,Q,0CiI1OPS <br />i I LIGHT - � I I I MROJIIHI IX 9LI.KST RIP <br />i - \-66 11 INSTALLATION ONTO I"-LATIGN � '. - I—- BUCK AIVTI� __ - <br />HE GeT , ! <br />I ! 1 VKX-10 2X 40 ANCHORS IINCH`QRS DIRECTLY _____ - TIP TOLTIP �N`D­H � - _­­1 - - I &1TO!;IASv.,Ry, <br />I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY, <br />I i T_ - i__ , H DRIZON TAL SECTION A. A <br />I [ 12�9� - H 11'r A&X. SH"m TABLE 5'. <br />___ EGRESS FORMULAS � <br />­__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE) <br />I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e <br />� <br />I I 11-1 I Aint- S.L&.10 <br />� \\ SVS IGO� SEE - _� �11 <br />� (, ,� ", ; _�_ HEr-4T:TIP­-O-TIP`,MDT,'1 6.50F <br />I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I- <br />1 1 2.751 t�v t- [ S I MEET \1 - �e a V . , -_ -_ - __j <br />- , �9___ P 7 S,UL go IT 1-3iT <br />\\ ,,, L- - - I I ��M pi�* (SG • - A - - <br />- ' <br />� , �:,�7, 1 wmr" J - ,, 912 Steel SMS Alwirioum, &*3-75 nin XT lua- _____ LIGHT ­ - <br />L,klcH ,# 20', OR INSTALLATION lEw ) 11 S"e. r-51, Steal SL 3r. 33 nn - Nr 0 " 1,20 Ga 'gouAt-LITE I <br />I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71P­TOJAFAIC .5-11T <br />TIP-TO-TIP � i / INSTALLATION - i B AZ4 Steal aid` lia I %vvTH( I TiP -TOTIP N1DiH 4' <br />I , =z�. - - P T ScNlliern Pad tso -,S* 11 1-2�vr R,I�HT I-Tir-T,01T P HEIGHx.7115 <br />1 <br />11 ,,�?) U".,"T,L <br />HEIGHT i ii �_� < i . ,e4CHORIS - ___ I __ - ___ <br />0-S8' DIRECTLY ;!1170 114" 410 SS C.eteF ex 30 11 1� <br />i J 1 NiEIAL. I - _1�14-_ -_ _'�V_47___ � <br />I I I/ - I I I U,gfat.�ad (AW, IASTNI C-90) I I <br />� ,_1jL <br />SIDLE ' � � - 7 1 Lv 1 3 re (30. - ,A _249" <br />I T <br />_j�E �, , ; I I P T. S�Al= FIT. 1. i <br />- <br />�i "� I I , 4 � C,7 -_ min 2S7 k, 1. I-Mr' <br />///',I 14' SI.M jlftaccx 7_� (,, ) <br />�.EGHT DADE APPROVED IAILLION, _ _ <br />, __� U?:�_d W, �A I -90 _1,4 <br />,� I , �,LLAIJNUM, S- . ,� I I <br />I 1, ,�_ __ - . , _EL FR,',XQ43 OR 11 Ec_ i A C I <br />I 1 -i-- - - -1 i - ( I STEEL STUD. SEE SLIbEr-RATE , ,;W.r,,TJM OF 3n,READS BEIO'4iii, TIE,MEIAL SUBSTRATE I 11 <br />I i > i ! �� �� ?ROBERT :EST TABLE 5, T,IIS Si FET <br />� I <br />WT ES i � <br />� 1 ��i I I i 1) USE ONLY SUSSTRATE-APRRQPW-.1E 40CHORS LISTED �,N TABLE 5 OF THIS SHEET FCX-LLIW E.V5EDVS14TAJND EDGE DISTANCE Lih&--S ANY IWALLA7,CN OPT, ION ! <br />( <br />! /--� ; QW4 MAY A USIED ON ANY SIDE OF THE IAINDOW. i <br />I 1 2S,I. "_ I I­__ ______ - <br />.- ,r� I 1�, / - 'o <br />I � 2�MASOkRYAt#CHC;RS&tA,Y SEUSED.-4-0 HC-ODikSPFR iiiiBLE 5,1'HISSHCETALL � 0000 BUCKS LESS TttAN 1 -1 T•. 1XI!&WAt�A7KNIS . <br />!X�IJOODBUI-KSAREI)PIK,tW,LIFU�417 MINWALLEDUEREVTLY TOSUSSTRATE. VIeiQi00UQKSDIEP`CTEDAS2XARfi I-1.1e nIICKURGREA1EA_IXA4D2X9UCKS <br />I <br />I : � ,-�,-��-,,,--,-� I 1 - / , I _,' �AOHEN VISEC) S�,ILL M DESIGNED TO PROPERLY TkNNSFER LOADS TO T,IE STRUCTIL;RIE� *1_10C DVCX 1ESIGN,1,,N:)NSTAiLLA7P,QN S 7HE RIESPONS:811,7Y OF -HE 115113DIUK-1 KEVISED <br />�te�� 1--ER OR ARCHITECT OF FT-OCRO , 14.1nk ,.;h .,. r­bN <br />___� <br />I THIS SHEET, - - __ mw ,g c"J. <br />i iqe___� I <br />� 1_= rF,--1--,-1. - - -, - f 3) VISIDA E LIGHT 'AIOTH OR HaQ17 O'So I I'00flo" - A-p-i-J!�!0 <br />- <br />," ,,k� LYNN , '/ Pt,�.d S,,, C,* __ - � IC, , 13-1 ". <br />i i __ - PUERRED 10 " DAYLIGHT OFENiNG) is , 111� ili.�­ ir,�;,lt_ o� _5" <br />, !'��,<� " - -� j ji,�, , <br />1­____ __ SUPED FROM BEAMG "iO5EADI7+-3 - jj loiloll I _rl'l�­ I A I "e �) <br />QCEN'�,� .. 9 , By _� '/I �/_ -�� <br />� - ,,, � <br />J_ - - - -- - - , -1 VAX Sirl,*M , - CHAN' Nl- ,,.� "'t. � <br />- I,\\\ 7 �,-L-" \�\�\�,�, �__,,,- 'EA _1� "I"' , , I � - '­�.4 W, vc,* r-w— , <br />__ \ \ ��\, - _\,�\Y�� , � * - <br />,� � 7 <br />1 __ I � �� - I No 58706 , �% <br />' ' . . . , � - �_ <br />NO ANCVQPS � . " . I � =TE PER Z : _ <br />- <br />REQUIRED IN - I - .. - - I A - . � 0A *_ ...: 11c _� I Dix* .we - t I "' <br />, - I to? 11 , 7� <br />'E � ' ' � ' - I '� REOUiREX41ENT :: - - <br />FLA`r <br />MA ME SCL � , I � , , • , , , . � � FLAN FRAME INSTALLATR DETAILS 'OSOWSKI <br />. , CX)\* + �4�11 <br />, I . • . . .. , - " , . I I . - , 1 107 TEC,q!4O1 MA .11 <br />-, -- __ - __ ;,FUG �. �'Z OR!Q . ��, " NO LOGY MA <br />, ,� - - " 11 N. ,,CMCIE FL ,4275 ,SINGLE HUNG WINDOW INST, LATION I 05mll I <br />�,, /r BOX 1' <br />4274 SECTION M ­iNAL ", NCKC4 '4274 - - - - <br />, IS� FL � <br />i I SET. OF AUTHI. 12" '", '-A I <br />P EA 187 - , �� - "M'D_S`H,2OO_Ol <br />41R "I� _NTS 7TOF . D SH, <br />VERTICAL ""; <br />, LYMN -,5, PIL SI 200 � <br />I <br />- I 11 I I <br />I TABLE 4 <br />'ABLE 2: <br />i'MUCA'S WITH <br />i:I�1n1"T1.%_rt"r-_1 <br />I <br />__ "i" 1 I I I 1 ; ,,,, <br />\."N Aj/4 ,,, <br />Artchm <br />r.,'-d 9), I <br />p, , -- <br />B;d-Iii.s � j I - !C)1'3 I <br />, , <br />r2,,tw. , , � � X_ <br />i <br />"", <br />,� 4 <br />IV." - I - - fp �,_, <br />, t'i,, � . <br />,.1c, <br />- <br />- <br />ji <br />I Oil 0/1 1 <br />0 FBC NOTE <br />S;��,j/ I <br />, * " <br />- , I <br />­ <br />THE LEADER. <br />-1-.0 e,, <br />.!. <br />�201 <br />,=1.77 11 � <br />Z 'k :1 ,4o cZJ`115 � - <br />- <br />E <br />ff3116" <br />1A, A_�� <br />I <br />_ -- <br />&vr <br />✓ <br />:: I I , <br />� <br />� k:,.-F- 0-1 - <br />� �� <br />- "o A I�vjl. F, .� tv_ <br />a <br />D-X- <br />GENERAL NOTES & ELEVATION <br />- <br />Di- 13�,- <br />J ROSOWSKI <br />, I SIN', I <br />- `I0 <br />j <br />< <br />- <br />. � j�,, <br />" X, ,.. . I <br />,!.O,R,-.O�0)� <br />,070 IECHT4cK_0GY GIRNS <br />711.1. c.*1 <br />" "I - . 1� <br />,,, " <br />K MOM FIL 3If275 <br />P.O. �Qx 1-120 <br />SINGLE HUNG WINDOW INSTALLATION <br />- <br />05/11111 <br />,'��16� ,,,,- , , <br />�4041C,Itll, FL �-274 <br />�­,,l,v,.:.k- <br />C <br />, <br />x <br />'I "IO <br />i ­`e <br />�Mi�SIIQOMl <br />1 I G <br />' I I 11�"' __ <br />I, LYNIiiiPULER, PE. <br />LW. OF AUJTH. f2ezge <br />St-1-200 I <br />rT S <br />F 8 <br />I <br />. <br />I <br />- FE0587L5 <br />­­_ _T_ <br />3119" Arri=aje� J-,6&,pace IV AfrcWad <br />I <br />I I % I i I <br />I <br />- - - --- <br />I iNSTA—LUATION DETAILS FOR FLANGE FRAMES 1 CON f-TE'l-MU 00140I U ­--, - I <br />- - _____ ____ _____ .---- __ I PFF AW,�OR ERE-' <br />R '� � . I., .1 <br />- -- ___ OPTIO�,%L ADDON ,�_.', LhIMLWENT ­ - - RPEQ:UIk T-P A'40•OR <br />MT4LIATION - FLA�40E ,,2 AAD "�' I REOURWENT � I P� - T f .. I . . I TIRE, <br />_ � � . I � - ____ - - , . <br />SILL & JAMSS 1, i EvsFOMENT Al"D <br />qEL10,,i I __ - - ___ - , __ � - - I �- ` " ` 41 " ;, , I I � , / T ED-1-E DMANCE <br />- <br />1,;S CURVED HEADER - =� 9 ,- __ - _� St-im- - -,,,-- I �-_ I - \�Yi, ; I I � . / PER SUBS7RATE, <br />"', -- -::,-:I!- I . I - � � . , ", , I SEE 'ABLE 5, <br />T � � � 1 , . <br />ALLATION INTO NWO 'E7: --- ­11 I � __ - _:I - - GE ' <br />S __ � - <br />I - <br />, ,- <br />-7 i ,-- <br />- - -- _� ,- -- _:�__ -- - 'D I . �� -_ - 1 , , , \ to I I I <br />ZX� SEE 40'E 2, THIS SHEET 1- � - I _:_--_�_ I - I . . I J� i , , - Kil I , \ , I I <br />.1 (�( lVBEOVENT - A�l LiFTANCE , \___ �__ , , � THis SIiEEI <br />- - ,7 E I . - �)_ __ --- 1 • , - - .!I I �� ir �=_:��_ �,_kj�� I ., i <br />- - - , i±31w \ \ ii ", ,� � - <br />- j \ I � I <br />I -_ _____ - -_ -_ - , , 11 i,_�_', - \ \� [ [ ��� � <br />I .__ I- - - --I I -1 - --- :-- A Typ, ANCHGR " '7' ' 1 4_i. i <br />____ - ,r - - - - r�_ - __ I , / / -, - <br />7�" i � TYPE, i��,/ I - - --I ,_ �-,li, - <br />� _J PL J " -_ � I / <br />� __,�� � I �c ht',,A �� - <br />!- II- - I 1 1. -21 <br />� I \\ .I!. _-L :v " •' ' . �, -- ,a -- , 7�__ I' .. - � .E7`A4CE <br />� DiSTi�Zi'WW : . \�il) i- I <br />I � E#.W,FCX4ENT AND 8vES7RA,E I " \,\ - <br />� � i ul "' x- E I i'm I. 5::::: I - - '�2) _\ " �- '. -- t <br />I ew , EDGE DISTANCE I 1 ;"D K=­ �.� <br />� PER 31,1-137 ';ATE. ,, _ I " _ - •\ i <br />; I 1 f SE 7�a_E 5 THIS '�!�"'FINS TALLA i ,j 4,�4�' ,,I�I : EX_LR!i)A , - � INSTALLATION <br />i I , 11-51 !:p �--= , <br />� (:�) /�L � \ I ", . <br />11 � <br />i <br />� �, - ­ ,� 0) SH.EkT OPTION I ON �TALLAtTION ! I I ! ! OPTION 3 <br />_ <br />I I V08LE ST RAK,HT HIF-ADER OPTION 2 _ I I -- `,',S1BLELIGHTV41.DTI1 -- I ,�', (NST.ALLA1i0N,Q,0CiI1OPS <br />i I LIGHT - � I I I MROJIIHI IX 9LI.KST RIP <br />i - \-66 11 INSTALLATION ONTO I"-LATIGN � '. - I—- BUCK AIVTI� __ - <br />HE GeT , ! <br />I ! 1 VKX-10 2X 40 ANCHORS IINCH`QRS DIRECTLY _____ - TIP TOLTIP �N`D­H � - _­­1 - - I &1TO!;IASv.,Ry, <br />I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY, <br />I i T_ - i__ , H DRIZON TAL SECTION A. A <br />I [ 12�9� - H 11'r A&X. SH"m TABLE 5'. <br />___ EGRESS FORMULAS � <br />­__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE) <br />I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e <br />� <br />I I 11-1 I Aint- S.L&.10 <br />� \\ SVS IGO� SEE - _� �11 <br />� (, ,� ", ; _�_ HEr-4T:TIP­-O-TIP`,MDT,'1 6.50F <br />I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I- <br />1 1 2.751 t�v t- [ S I MEET \1 - �e a V . , -_ -_ - __j <br />- , �9___ P 7 S,UL go IT 1-3iT <br />\\ ,,, L- - - I I ��M pi�* (SG • - A - - <br />- ' <br />� , �:,�7, 1 wmr" J - ,, 912 Steel SMS Alwirioum, &*3-75 nin XT lua- _____ LIGHT ­ - <br />L,klcH ,# 20', OR INSTALLATION lEw ) 11 S"e. r-51, Steal SL 3r. 33 nn - Nr 0 " 1,20 Ga 'gouAt-LITE I <br />I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71P­TOJAFAIC .5-11T <br />TIP-TO-TIP � i / INSTALLATION - i B AZ4 Steal aid` lia I %vvTH( I TiP -TOTIP N1DiH 4' <br />I , =z�. - - P T ScNlliern Pad tso -,S* 11 1-2�vr R,I�HT I-Tir-T,01T P HEIGHx.7115 <br />1 <br />11 ,,�?) U".,"T,L <br />HEIGHT i ii �_� < i . ,e4CHORIS - ___ I __ - ___ <br />0-S8' DIRECTLY ;!1170 114" 410 SS C.eteF ex 30 11 1� <br />i J 1 NiEIAL. I - _1�14-_ -_ _'�V_47___ � <br />I I I/ - I I I U,gfat.�ad (AW, IASTNI C-90) I I <br />� ,_1jL <br />SIDLE ' � � - 7 1 Lv 1 3 re (30. - ,A _249" <br />I T <br />_j�E �, , ; I I P T. S�Al= FIT. 1. i <br />- <br />�i "� I I , 4 � C,7 -_ min 2S7 k, 1. I-Mr' <br />///',I 14' SI.M jlftaccx 7_� (,, ) <br />�.EGHT DADE APPROVED IAILLION, _ _ <br />, __� U?:�_d W, �A I -90 _1,4 <br />,� I , �,LLAIJNUM, S- . ,� I I <br />I 1, ,�_ __ - . , _EL FR,',XQ43 OR 11 Ec_ i A C I <br />I 1 -i-- - - -1 i - ( I STEEL STUD. SEE SLIbEr-RATE , ,;W.r,,TJM OF 3n,READS BEIO'4iii, TIE,MEIAL SUBSTRATE I 11 <br />I i > i ! �� �� ?ROBERT :EST TABLE 5, T,IIS Si FET <br />� I <br />WT ES i � <br />� 1 ��i I I i 1) USE ONLY SUSSTRATE-APRRQPW-.1E 40CHORS LISTED �,N TABLE 5 OF THIS SHEET FCX-LLIW E.V5EDVS14TAJND EDGE DISTANCE Lih&--S ANY IWALLA7,CN OPT, ION ! <br />( <br />! /--� ; QW4 MAY A USIED ON ANY SIDE OF THE IAINDOW. i <br />I 1 2S,I. "_ I I­__ ______ - <br />.- ,r� I 1�, / - 'o <br />I � 2�MASOkRYAt#CHC;RS&tA,Y SEUSED.-4-0 HC-ODikSPFR iiiiBLE 5,1'HISSHCETALL � 0000 BUCKS LESS TttAN 1 -1 T•. 1XI!&WAt�A7KNIS . <br />!X�IJOODBUI-KSAREI)PIK,tW,LIFU�417 MINWALLEDUEREVTLY TOSUSSTRATE. VIeiQi00UQKSDIEP`CTEDAS2XARfi I-1.1e nIICKURGREA1EA_IXA4D2X9UCKS <br />I <br />I : � ,-�,-��-,,,--,-� I 1 - / , I _,' �AOHEN VISEC) S�,ILL M DESIGNED TO PROPERLY TkNNSFER LOADS TO T,IE STRUCTIL;RIE� *1_10C DVCX 1ESIGN,1,,N:)NSTAiLLA7P,QN S 7HE RIESPONS:811,7Y OF -HE 115113DIUK-1 KEVISED <br />�te�� 1--ER OR ARCHITECT OF FT-OCRO , 14.1nk ,.;h .,. r­bN <br />___� <br />I THIS SHEET, - - __ mw ,g c"J. <br />i iqe___� I <br />� 1_= rF,--1--,-1. - - -, - f 3) VISIDA E LIGHT 'AIOTH OR HaQ17 O'So I I'00flo" - A-p-i-J!�!0 <br />- <br />," ,,k� LYNN , '/ Pt,�.d S,,, C,* __ - � IC, , 13-1 ". <br />i i __ - PUERRED 10 " DAYLIGHT OFENiNG) is , 111� ili.�­ ir,�;,lt_ o� _5" <br />, !'��,<� " - -� j ji,�, , <br />1­____ __ SUPED FROM BEAMG "iO5EADI7+-3 - jj loiloll I _rl'l�­ I A I "e �) <br />QCEN'�,� .. 9 , By _� '/I �/_ -�� <br />� - ,,, � <br />J_ - - - -- - - , -1 VAX Sirl,*M , - CHAN' Nl- ,,.� "'t. � <br />- I,\\\ 7 �,-L-" \�\�\�,�, �__,,,- 'EA _1� "I"' , , I � - '­�.4 W, vc,* r-w— , <br />__ \ \ ��\, - _\,�\Y�� , � * - <br />,� � 7 <br />1 __ I � �� - I No 58706 , �% <br />' ' . . . , � - �_ <br />NO ANCVQPS � . " . I � =TE PER Z : _ <br />- <br />REQUIRED IN - I - .. - - I A - . � 0A *_ ...: 11c _� I Dix* .we - t I "' <br />, - I to? 11 , 7� <br />'E � ' ' � ' - I '� REOUiREX41ENT :: - - <br />FLA`r <br />MA ME SCL � , I � , , • , , , . � � FLAN FRAME INSTALLATR DETAILS 'OSOWSKI <br />. , CX)\* + �4�11 <br />, I . • . . .. , - " , . I I . - , 1 107 TEC,q!4O1 MA .11 <br />-, -- __ - __ ;,FUG �. �'Z OR!Q . ��, " NO LOGY MA <br />, ,� - - " 11 N. ,,CMCIE FL ,4275 ,SINGLE HUNG WINDOW INST, LATION I 05mll I <br />�,, /r BOX 1' <br />4274 SECTION M ­iNAL ", NCKC4 '4274 - - - - <br />, IS� FL � <br />i I SET. OF AUTHI. 12" '", '-A I <br />P EA 187 - , �� - "M'D_S`H,2OO_Ol <br />41R "I� _NTS 7TOF . D SH, <br />VERTICAL ""; <br />, LYMN -,5, PIL SI 200 � <br />I <br />- I 11 I I <br />I TABLE 4 <br />'ABLE 2: <br />i'MUCA'S WITH <br />f <br />I <br />- <br />Monclit,hic Class Types <br />� <br />Artchm <br />QtiaitUtcs <br />- <br />­=T,%";'r. <br />- - <br />A <br />- <br />Vekwicated <br />RkOu;RED AT <br />_ _. . - <br />,,i, Fl­" <br />8 <br />- _ <br />C <br />- <br />lid' Tempared <br />. <br />3,16" A,w,ealed <br />I <br />THE LEADER. <br />I -de <br />B,Pid: a C '� <br />11, I 5-1 <br />A" - t,134jl, <br />,',..i=_ . . 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S' <br />, <br />TABLE 6, THIS SHEET <br />3X <br />; I <br />IT A I" i , <br />1�� <br />� <br />- .4D EDGE <br />' <br />'V'E�'V;Ue,,RATE <br />- 41 UcIF,l Il -,x \1,000 SEE <br />1\ I �I -E T,HiS <br />\, <br />\ <br />11X itOCCIO <br />I 1'�'ij, <br />� <br />I <br />OISTANCE I _ <br />i I !�' ; 1111. 2, <br />l 0 <br />I <br />S EE 1401E 2, <br />, I ,� � <br />I I I I " ' <br />1 1 'I <br />SEE TABLE 6 THIS SHEET. <br />, <br />I <br />"L j <br />Ili <br />11 S,4FE7 <br />, o ,P � <br />INSTALLATION , 11.1- -- - - - . - ___ I �*\ LM,OEVI,q_NT - THIS SHEET I � 1 C-C -, 4 <br />I-- - -4- EivSE1)K%J4- ;� i HORIZONTAL SECTION � I ­ ,�1�0�/Iij�i I <br />- - i_ ,�­­ f ___=�� ­1 ZX fw?ODr I � I 11\''li i 1 � � � <br />- -_ ..--- I <br />OIRTICiN 5 - ___ �� � � ',,'�,I�j 1; 11' I 6 , , : <br />0UW%'F-6 riAL)ER EDGE � <br />ANI_t-�' R (SCREW) V) --- I I � <br />THROUGH THE FIN I "i <br />DIST NICE I ­ <br />- i - <br />_F_ I <br />_- It"I"i 1 1 1 <br />� ; 6 1 _;; <br />I <br />11 <br />: 1 465* - <br />I f - __ <br />,,1 ; <br />I I <br />LI tfT i I T 1 <br />� <br />- <br />- -- __ I <br />I - I r <br />� _"� <br />i I I � <br />I LX--EAlCR <br />, , 1 <br />1 1.7 . 51' <� I - I �_ <br />I <br />iSUCK I . ` <br />iEKiHT i <br />; I ; 101, <br />I <br />i <br />I I----- . <br />> <br />'ASIBLE <br />, OAT <br />ti- E - - Z I � <br />� <br />- � � - G:S�Z j-, I <br />_. 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I L- I __� - / j I/ - - I <br />\LMSEOMENT AND I 1 � __ __ - __ , / ,�, I I INSTALLATION <br />EDGE 04SIA14CE 1, ( _4� TYP.ANC;,�RTIPE. - / 1 1 -_ , �) i I <br />I - Ei,tBED"AENT AND EDGE OPTION 6 <br />P 1i D$ji,t4CE PER SUSS7RATE _��, <br />PIER SUSS-F�ATE i I - -- - - - - - - \ � I - <br />SEE TABLE 8, TIHIS -it ' RISTALLATIuN ____ I INSI ALLAT ION ��A", -CR <br />- SEE TABLE 6 n1IS SPIEF T ----- T. - 1 32 1 \ - � A,L) TI;ROUGH T'HE F IN <br />Tt� <br />S14EET - _­ N 5 i I I IOR (IL <br />__ <br />"\ <br />,/ (-) \, \ <br />USE EMAR <br />�) LATCH il 2111 OR <br />BOTTOM LOCK <br />,01 'I). TESTED <br />UNIT LOW, 1014I <br />- O.". FROM <br />1, C64) VENT END <br />� <br />.IN. I',$-. ALLATION I \, 1 43 - I EX I I <br />ViEt , .0 <br />_-FIF-TO(A�_ - ANCHOR ($CREVI) 1 - 'T MOTH -- �,, <br />STRAIGHT HEADER TtRMGH THE FiN I � ­__ __ -1 - _ <br />I. _ 7H - --- - � -S FORMULAS <br />lAJ__ATTCNA�*CHCfR _ I - BUCK 'AID EGRES ­_ <br />IV,;RE,14) TROUGH THE FIN (EQ <br />-AL::L ATS <br />- _�,_,____4 -_ I VLADTH BUCK WIDTH - r <br />MULLION SECTION , Ai I ---I I HE'GHT-9UCKHEW,H112- 5-i3016' <br />, ----.-- 4 -lull I I <br />, <br />O"De APPRI-1,1ED MLILLIOKiAAY BE - - ,i ', -- I 1 ;; " <br />�_,"'_4� VLRTI1_A1 OR HORIZON"IL* "'" -Z� I 1 [ �j t*z":?, - � ,�BLE UGHT FORIAVLAS <br />INSTALLATION ,,I �7� ,., I I <br />- r Ii4* $,HIM. SUE SkJSS7r,A,--E - I_E1QL�AL-LJLFj <br />-OFMON 7 PROPERT;M 11 A131 F & THIS SHEET - I I I <br />NS�ALL�T_CN � I - - I JV07HISASW� -IUCKVAWM-�1116' <br />I, I � �! 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ANC•�R TYPE. <br />EWILEDIALN1 ANiii` EDGE <br />DiST4NCE PER SUBSTRATE,— <br />1L E 1 ADI,E 6, THIS SHEET. <br />INSTALLATION <br />L_ <br />OPTION 6 <br />NsT_ LAI" ANCHOR <br />('AIL) T HACvGH1 THE FIN <br />- <br />I I <br />!iit ;i1i,i,% ­Ji tI. FL,Ii�* <br />\_/ - Mulmum OF 3 1HzDS LEY tiEVETAL 3IJUSTKA :h. !14 ` <br />- 1) LIE 014LY SUBSTRATE , III,) I --- A-,4_.tj�-vi.3-Ig <br />. �_ VAIII'AArIPM A,,FtOFRLAjrE kIlQI ' LISTED - ," , , I ,,, iz I . P,P",L. ,,-, �2�r Y& <br />, ��- is T � "" CIA, � , , 11/� 11 <br />I- k � R,P:.i_. , " � ,,4 <br />- , , " , , 16, , I , , �!"O`, I I .. lei;> ", JJ I Oil Oil I NO CHANGE <br />_ ________L_�1 ---i HOILLOI,"i E."'..,'" �,,-. ,E� <br />___ 1 -, 4�. - I I I �,,,,, �; .-A,- 4,, <br />- - __� __�__�_ -- -, � D'S7 D!SS�A�#'_E LIMIT1, k" I I <br />�_ - - , ,.,NS�, , iN SHiV,,N � � k N. 587c, ", � -;--,-,-, I �__ <br />F_L� - �_.r�_;47_11__�_ ,I, I ALLATION OKT�KA 5 % <br />�1_ WAY BE USED ON ANY SIDE OF--E = � . - - <br />I Z - : * : � �__ �r' AE_� 'PE. ; <br />� I : __ __j-�;��-RFE=�'_'� J�� ?-, -S-1414CE -- __`0 , r FRAME INSTALLATION DETAILS J ROSG'WSKI <br />2) -,XwOOD 1W,"N3 OR BUICK - .P . 1, .. <br />- _ ___ , - iI�Z­ �­ - <br />S I - f. <br />F _� - __ I - I Ti- T KICK OR GREATER 11 I• . , ,. TECH110LOGY �R W. . <br />CWU�,�,T _ _� � "� .., P�Ohkv� `� 5 ,SINGLE HUN <br />11 * , ; .. 11�1 N. vD.xF. FL 3427 1 G WINDOW INS TALLAI IION 0501/11 <br />�x y4c VG,i7 1, , ,�", It :,_ far. <br />, " SEE 'VOTE 2, T HIS SKEET 3) V,tAL)LE L'31',T WIPTH OR 1­4 P.O. afx it, - <br />IALSO REkLRSE-0 TO AS DAVOGHT I , 14c' S, FL _12�774 Oi,��V,V.e.t S�1;. S', It <br />. Kcio. - �_q Ib <br />Y" I v I I", _ MD-SH200-01 _2 <br />ueu,io,q IS MEASURED FROM I' ILLER. F,E, -2296 S11-200 NTS 1 '5 OF 8 1 * <br />4 <br />�EADJNG To . <br />VERTICAL SECTION D-D _E"LL'a E5105 CERT. OF AUTH, K I <br />i <br />i <br />I <br />I <br />PS <br />I <br />I <br />PGA' 6INGLE HUNG WINDOW6_ <br />— .— <br />IF-L APPROVAL # 2313,1 <br />DAVID W. SMITH, MS. FE. <br />FLORIDA LIG.0 53600 <br />352-521-0805 OFFICE 352-521-C86l FAX. <br />`3'B0'3 WALLA5TON DRIVE DADE CITY ,FLA. 33525 <br />I HEREBY CERTIFY THAT I HAVE PREPARED <br />AND R,EvIEIJJEr-> TW5 PLAN AND FOUND IT TO BE <br />IN COMPLIANCE WITH AISCE-1-10 AND THE FLORIDA <br />BUILDING CODE 2010 EDITION. <br />DAVID W. SMITH M3. 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FL 3427 1 G WINDOW INS TALLAI IION 0501/11 <br />�x y4c VG,i7 1, , ,�", It :,_ far. <br />, " SEE 'VOTE 2, T HIS SKEET 3) V,tAL)LE L'31',T WIPTH OR 1­4 P.O. afx it, - <br />IALSO REkLRSE-0 TO AS DAVOGHT I , 14c' S, FL _12�774 Oi,��V,V.e.t S�1;. S', It <br />. Kcio. - �_q Ib <br />Y" I v I I", _ MD-SH200-01 _2 <br />ueu,io,q IS MEASURED FROM I' ILLER. F,E, -2296 S11-200 NTS 1 '5 OF 8 1 * <br />4 <br />�EADJNG To . <br />VERTICAL SECTION D-D _E"LL'a E5105 CERT. OF AUTH, K I <br />i <br />i <br />I <br />I <br />PS <br />I <br />I <br />PGA' 6INGLE HUNG WINDOW6_ <br />— .— <br />IF-L APPROVAL # 2313,1 <br />DAVID W. SMITH, MS. FE. <br />FLORIDA LIG.0 53600 <br />352-521-0805 OFFICE 352-521-C86l FAX. <br />`3'B0'3 WALLA5TON DRIVE DADE CITY ,FLA. 33525 <br />I HEREBY CERTIFY THAT I HAVE PREPARED <br />AND R,EvIEIJJEr-> TW5 PLAN AND FOUND IT TO BE <br />IN COMPLIANCE WITH AISCE-1-10 AND THE FLORIDA <br />BUILDING CODE 2010 EDITION. <br />DAVID W. SMITH M3. FE, * 53,.&Oa <br />- — <br />