__
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<br />__ ._ -T - --- - T--------- -
<br />� Y� I -,-,.- I i OesiCn Pressure (Ibsj,Y) for GIBBS, Type A, Fin & Fiatiige Frame -
<br />i %Vlr,,,,* Sash t4cv,i, I
<br />L M"T"UPP "4"T-J"' "V'Jth'
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<br />19 lie 1 33" 37' 4 1 " � - - � -
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<br />'
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<br />- - - L5 1 �� 'H5.0 -145 -5f5O� -605 -- -, -6
<br />+55.0' 90 � 5 54 2 1 o ,� 7 I _
<br />i _,
<br />91 IV (E-qA Lde) L] '5 0 - _777'_
<br />�
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<br />- +_O o ko 0
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<br />- 1550 -87 1 1
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<br />�
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<br />37, i,i , -I , - , +,F�1,_7__� __� - — . !
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<br />T 7__T� - - -�4 2 , 542
<br />Ue) ... � 26 .55-0, -635 .Mo .579
<br />----4:���� - . - -�011
<br />C" jQ_l,1A" +M�o i -560 1 -?3.4 -56.0i -8 :�o O
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<br />4.
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<br />r,i� - - __ -
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<br />9-9i IT thm 22-�vtr ' ��,..o i -go. o -55�0 � .1�7-. T-'si -�� " 44 0 .�,5,0 I J-14 3 +55,0 1 -58 9 T+50 i i .&O 1 144 8 1 -448
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<br />4e __ I T- ,,, _0 ,8 5 4 .51 ,771 I I, O-,FO
<br />- . o_1 �
<br />22-9,11T (Equi LAB) 1560 O �56,0 � -90 O �55. -.188 +55.0! -58.1
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<br />I
<br />"
<br />I
<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
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<br />under 2(}178"
<br />I-55,0 j -71.8 1
<br />+55A�j
<br />-82" j7
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<br />+55.0 1 -657
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<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
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<br />1.
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<br />i F - ,,, �
<br />"
<br />,
<br />_
<br />___ -
<br />Nicnolithic Glass Types .
<br />_A_
<br />] I � �_
<br />-
<br />5 1 I.;$, Terriiei&m
<br />I .
<br />- 3i16- Aju�__Jied
<br />TerV ted D
<br />_
<br />--' _316-
<br />_
<br />E 11,4- a,ed
<br />- -
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<br />-
<br />_�-14 I 41 4
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<br />7
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<br />__
<br />- -
<br />TABLE 3'.
<br />41.11 413 '
<br />" '
<br />':' ' :-40.0
<br />:1
<br />- InsulaW Gla5s Types __'
<br />- .. __ , , - - - � - -
<br />3 lig, ArIne-ijed, lj4" AirspE e, VT Arir-eaW.
<br />- � I
<br />H 3116" kinezit,d, 3o ,tr Antpace, lid" Arirf,Ealed I
<br />__ ____.
<br />1 liT' Tempae,d, li,r Krepacie- ll;r Tewpvtd
<br />I
<br />0 �
<br />* 0 I
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<br />4C 0 �10 0
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<br />1
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<br />362' 2V2 - < i� 0
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<br />CROSS SECTION () <
<br />_110�1 Fli6 —I I I i Z —
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<br />.16 2 , COLAW � D� Z I �-
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<br />-
<br />'�c_ -0 I ;' � n 0
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<br />I ! ;! -- /--"'-306 REOUIRED AT HEADER, INTO MASONRY,
<br />I i T_ - i__ , H DRIZON TAL SECTION A. A
<br />I [ 12�9� - H 11'r A&X. SH"m TABLE 5'.
<br />___ EGRESS FORMULAS �
<br />__ __ 612 STrEL - ��T_/, AM'Ice An. ELI,* win. (EoueiiL4_iLE)
<br />I SELI-CRILLINQ I Grog EmbediriePt MDTH� TIP -. 10-TIP 110 rH - e
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<br />I I . I TABLE 6 MEET 114"410 q$ C tdn U ,xIted C%4U S-IlA � _- - I-
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<br />I 807TCIW LOCK OPTION 4 71 r VIIIOT��SASH),71PTOJAFAIC .5-11T
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<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
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<br />I; "E THS TA3LE FOR ALL P_VfGED'.Ao,MO,,VS PER THE ELEVAT)i
<br />ON SHEET 1, D�%ILNSK;N$ SHC'AN i%AEl P 10-TIP,
<br />2) FOR FN FRAi,,F-_D MNDIONS, SEE '" PATTERN ON Si EET 1
<br />3) FOR SIZES NO SHO,NIN, ROUI4D UP TO THE !*_XT AVAAABLE ,v,C-, H
<br />(>A HEIGHT MMENSK)11 S,1CWN ON 'HE TABLE,
<br />4) REFER TO I A3LIE 5, SHEET 4 FOR Ae,041CA GROUP DESCFaP-10,NS
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<br />3X
<br />THE LEADER.
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<br />INSTALLATION
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<br />OPTION 6
<br />NsT_ LAI" ANCHOR
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<br />, " SEE 'VOTE 2, T HIS SKEET 3) V,tAL)LE L'31',T WIPTH OR 14 P.O. afx it, -
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<br />ueu,io,q IS MEASURED FROM I' ILLER. F,E, -2296 S11-200 NTS 1 '5 OF 8 1 *
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<br />�EADJNG To .
<br />VERTICAL SECTION D-D _E"LL'a E5105 CERT. OF AUTH, K I
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<br />PGA' 6INGLE HUNG WINDOW6_
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<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
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<br />VERTICAL SECTION D-D _E"LL'a E5105 CERT. OF AUTH, K I
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<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
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