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<br />SINGLE HUNG <br /> <br />MASONRY (FLANGE) <br /> <br />ONE BY VOOD A CONCRETE OR CAuLK B[TI.IEE~ <br />BUCK BY O'HERS ~ ~ \ "'ASONRY OPEN'71% "'OOD BUCK ~ <br />(,~C~E G ~ 7) \ BY O-HERS MAS'Y C?G.;;NG <br />\ BY O,HERS <br />OAUlK BET "'EE~ ~ B V <br />\.II~DO;"'OO~LAB~UGCEK. ~ (BUC< ';T.D-H) II '-'<, E':J;E';"~,:"T:-- <br />. '. " ' ", " '" GENERAL INSTA.lATION INSTRUCTIONS <br />00' . ~-;,lB/c':M["':~ /[\ ONE BY \.IClOD l~S'ALLATION ANCYOR I <br />.. ~u, LU B~CK BY CTc'ERS - 3/16' D!A TAPPLR,~ 0>, 1) SHIM AS REQ'D, AT EACH INSTALlATION ANCHOR W;TK ,OAD 6EARING SHIM. MAX. <br />. .\l-~ k-" I (NOTE 5 ~ 7) (NOTE 1~) ! 'AlcOWABLE SHIM STACK TO BE 1,14", <br />r F-~ .-/ K ------ I~STALLAnC1N A"!CHCR sy:" A:/S4''!~?AXD II' I 2) 0SE SILICO"lIZED ACRYliC CAULK BEHIND WINDOW FlANGE AT HEAD &. JAMBS. <br />!/ 3/16' DIA, TAPPER (NDTE 12) . ~\ <br />STJCCD J I I~. . RIG!;) VINYL (SEE NOTES) , SILL MUST BE AlTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR <br />I BY CTHERS 1..'1 II SHiH AS REQ'D i SLAZ!NG BEAD _______ V APPROVED EQUAL. APPUCATION OF VJLKEM 116 ADHESrvE CAULK OR APPROVED <br />I ~~. - 1/4' MAX (TY') ~ I EQUAL AT FRAME SILL MUST COl<lPlY WITH SEALAtTiT MANUFAcnJRER'S <br />: PE~LMErER (SEE ~OTES) ~ 1\ \ / i RECOM~lENDATIONS, <br />C.AULK I \ \ <br />:OY OTHERS , ~7\- - ~-"'" J:\. 3) USE SIllCONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF <br />j ~ FLANGE -YPE :;LASS Q ill WiNDOW FLANGE A"!D TO SEAL HEADS OF INSTALLATION FASTENERS. <br />.IND~\.I FRA"'E (TY' )(SEE "J'ES) ! 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HJNG IS SHOWN, T~lS PRINT ALSO <br />R!GID VI~YL! HEADER APPLIES TO THE FLORIDA EXTRUDERS 1500 A"!D 2000 SERIES SINGLE KU~GS, <br />GLAZINS BEAD : FLANGE TYPE ~A 5) WINDOW FRAME MATERlAL. AWMI~UM A,-LOY 6063, <br />\.I Y CTYP) '" GLASS ,'INDC'.! FRAME ' <br />~~\~~~~ r ~ (TY?l (SEE NOTES~t. A"Jl ~~~'D~;~~~~~g~ PE,:"ETER I i \ 'I A"!CHOR INSTALLATION INSTRUCTIO~S <br /> <br />I CAULK BET'.EEN .!ND(N I H~~S~) CAULK . I \! GENERAL: <br />I 'LANGE ~ PRECAST SILL 'I --, I .I. BY 8TnERS I I <br />"",. YULKEM ~16 ADHESIVE I I I (\,...I~DC\J ''f(:D~H: ~ --- I <br />CAJLK, OR APRV'D EQt,; I!lI FLANGE TY?S! CONCR'E.....c: 8R S rC~-OUCNCO BB'T' ~TB~ERS 2;6~~K Bt~~\.w'~E~ <br />PERIMETER ~ .INDOw FRAMEI fiASGNRY D?DIING r " , MAS'Y OPENING <br />CAULK /'" SI I I BY OTHERS SY OTr'ERS <br />EY DTHERS \ / ~ q \ _ CONCRE-E OR <br />" MASONRY JPL~i~G <br />BY 0" HERS <br />fi'l · \~~ --- J-d", r"- ~~ <br /> <br />PRECAST SILL ~ D q 1 MIN, EMB ! j /' ~ ~ 2X4. 2X6, 2XS ''''000 BUCK <br />BY D~HERS q j ~ > , BY O~HERS (SEE NOTE IS ~ 23)& <br /> <br />SECTiON A-A ILJ,- I ~:i'~Tl~~A'~?O(;OWC~B; ~;~E~SA) <br /> <br /> <br />r <br /> <br />. SECT,O"~ A-A (ALTERNATF) <br />& For instal!ation with two b):: <br />,v:th or w/o one by wood bGCKS. <br /> <br />"'''''''',. . <br />,\. Ai!t~"," <br />."'" ^~.:~~tu~ <br /> <br />IMPORTANT INfORMATION tlt GENERAL NOTES <br />These rotes are provided to ersure proper illstaUQtion of f10nda Ext"i./ders MilestoC1e <br />products and must be followed fully, <br /> <br />1-''/,1,;,-_ <br />I ! <br />A A~ ci <br />TO -' l! H-E <br />I ~,II, <br />i J 8 ~K 8 <br />I'/,H, F ' G <br />I r;' <br />L~~ ~ ~ <br />! <br />A.--l Fi FVATION <br /> <br />6) NAIL ATCAChMENT OF NON.STRUCTuRAL O~E BY BUCK IS 4' FROM EACh CORNER <br />~ AND 8" ON CE"TER, USE A HARDENED 'T-~Al'_" WI7H A 0.097" DIAMETER ANO 1 3/8" <br />- 'ENGTH (S,I8" ENBEClMENT), A HARDENEO 'MASONR.Y ~AlL" '1'ITrn A 0.14<3" DLANETCR <br />A~D 1 1/2" LENGni (3/4" EMBEDMENT) OR EQUrvALENT. FOR. ALTERNATE SECTION <br />A'AlS-B. USE A 0,113" DLAMETER COMMON WIRE NAIL WITCi A 3,14" EMSEDr~E1'<T OR <br />EQUIVALENT FOR ,'<A!UNG ~ON-S"1<uc-rJRAL O"!E BY BUCK INTO A TWO BY <br />STRUCTURAL BUCK. <br />& 7) APPUES TO ALL NON-STRUCTURAL BUCKS LESS TrlAN 1 112" ~rlICKNESS, ~OT <br />l~TENDED;O UMIT TO ~OMINAL ONE BY WOOD BUCK ONLY, BUCKS GREATER THAN <br />1" 'JOMIMAL (3/4" THICK) AND LESS THA.~ 2" ~OMlNAL (11,12" THICK) WILL REQUIRE <br />~AlL LENGni SUFFICIENT TO 'lEET EMBEDMENT REQUIREMENTS OF NOTE 6, <br />& 8) ,All INSTALLATION ANCHORS MUST BE ,'lADE OF CORROSION RESlSTANT <br />~ MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE <br />ENVIRONMENT ANDiOR FRAMING MA'ERlAL, WHERE ANCHORS ARE USED IN <br />PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOO SUPPllER SHALL BE <br />CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE <br />PRESSURE.PRESERVATIVE TREATMENT PROCESS USED. <br />9) ALL FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3(16" IN <br />DlAMffiR. <br />:0) WOOD SCREWS SHALL MEET ANSI 818,6 1 DI"lENSIONAl REQUIREMEi'<TS, <br />11) IF WOOQ TENDS TO SPUT, PRE-BORE HOLES AS FOLLOWS: #8 WOOD SCREW, <br />1i8" D1A. PILOT HOLE &.#10 WOOD SCREW - 9(54" DlA. PILOT HOLE (NATIONAL <br />DESIGN SPEOFICATION !'OR WOOD CONSTRUCTION). <br />[SEE SHEET 2 FOR CONTI~UATIO~ OF NOTESj <br /> <br />VIEWED FROM <br />EXTERiOR <br /> <br />rNSTALLATlON ANC~CR <br />#10 \.1000 SCRE'.! (NDTE 16 o.^d IGA) <br /> <br />-"~"~~ <br /> <br />w~ <br />~~ <br /> <br />) REV! DESCRIPTION IDATE IIN! <br /> <br />FLORIDA EXTRUDERSI~~~~Nji~i1t'~i' <br /> <br />W",~CATE OF AJlHORJZA110_ NO 920<; SAc'liFORD, FLORIDA <br /> <br />g' ~ <br />i~ <br />~~ <br />lif:: <br />~~ <br /> <br /><' <br />ni:~ " . __ <br />'\"-.4.' '-.'....~3 <br />\ s.'< ~f.\) ~~2 <2;i f~:.. <br />,,'~~~~:::t:~t5.! <br /> <br />C I REViSeD NOTES 3. e, 7, I' i)/' 9/031R I A <br />: ~O~6'2~6~~S~~ AvO€D I~- I !~' <br />I i\.NOjOR ADDtO R:::J.fC:D I <br />I REFER~CE$ AND <br />H",STRA TIONS "'OR N01! I <br />! RE\'1S'ONS, r <br /> <br />TITLE: :NSTAlI"ATION Di:TA:l <br />SGl, clU~G FLANGE w I ~DO', S ' SER I ES 1000 150J <br />DRAWN BY BB I APPRDVED BY:'(~A <br />DATE: 12/19/031 SCALE' NTS]DIVG,:FLEXOC 16, S~T 1 <br /> <br />I <br />I <br /> <br />~ 200C <br /> <br />OF 2 <br /> <br />SINGLE HUNG <br /> <br />FRAME (FIN) <br /> <br />- .I~DCV '.lIOn, -4r- !(H~~ ~~~CE <br />~~~ ~6T~~~'D ~II r ~;OdJE~DoO <br />: /1\ ' j <br /> <br />l~niU I' "IN <br />::"\:BEDME;-.j'" <br />G~~Z;NG (rv?) djl..:, I \' 3.. (,.DO~ SCR[\i) <br />(SEE NCTES) <br />[ J,rflt' SHEA-H.~G <br />fi"''''::: BY O"HE~S <br /> <br />FIN TYPE 7 L CAULK Bf:TVEEN <br />l.IiNDO'.' ,;:AME ~ ~:~~~~_~IINN_ <br />....Atl.B . \oJ <br />PE~l~E'-E~ INS"-ALLAT1:N ANC.,::R <br />CAULK #S .ODD SCREw SI-<D'W ~ <br />BY JTHE~S STUCCO BY DT'4ERS <br />SECTiOi"J B-B <br /> <br />~__ l' M;N EMBEDMENT <br />i (VOoD SCRE'.) <br /> <br />--1 <br />i <br />SAULK BETI.IEE"! SHEATHING I' <br />'.!INDIN FIN ~ BY OTHERS ~ <br />$:M(ATl-ilNG <br />INST ALLA TlON ANCHOR <br />~8 '';000 seREV SHJVN ~------t..;:? I: I <br /> <br />ST J"CO .):' <br />BY eTHERS 'l.' I! 1/-"'/\ I , <br />. .V / \j j <br /> <br />, ~ ] 1/.' "'AX J <br />1\ PERI8~j~~ ~r:~H;M S?ACE <br />BY DTHE,RS <br />FIN TY?E <br />I '.!INDOV ,RA"E <br /> <br />i I GLAZ:NG (TVp :EADER <br />I ~ (SEE ~O'ES) <br /> <br />[ Ii <br />I U <br />I <br /> <br />IMPORTANT INFORMATION & GENERAL NOTES <br /> <br />These notes are prOVIded to ensure p"'oper 1r1st;ll:abon of Flonda Ext11...ders '-1iiestone <br />products and must be followed fully, <br /> <br />I T'.!O BY '.!ODD <br />~BY JT~ERS <br />I <br />, S><;~ AS ,EQ'D <br />/ 1 (SEE NOTES) <br /> <br />GENERAL INSTALlATION INSTRUCTIONS <br /> <br />1) SHIM AS REQ'O, AT EACH INSTAllATION ANCHOR WITH LOAD BEARlNG SH1'1. <br />MAX, ALLOWABLE SHI'l STACK TO B~ 1/4" APPLY A BEAD DF VUlKEM 116 <br />ADHESrvE CAlJlK OR APPROVED EQlJAL AT THE FASTENER LOCATION PRIOR TD <br />I"!SERTING THE SHIM TO ADHERE THE Sf<lM TD THE SUBSTRA TE A,~D/OR <br />WINDOW FRAME FULL BEARl'.G BETWEEN THE SHIM. SUBSTRA"'E AND WINDOW <br />FRAI~E ARE REQUIRED, <br />2) USE S1UCDNlZED ACRYUC CAULK BEHIND WINOOW FIN AT HEAD. SILL 80. <br />JAMBS. <br />3) USE SILICC~IZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTl:RIOR OF <br />WINDOW FRAME. <br />4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS S~OWN nlls PRINT ALSO <br />APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERlES Sl>IGLE HUNGS. <br />5) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063, <br /> <br />ANCHOR INSTAllATION INSTRUCTIONS <br /> <br />r- 'J~5i~'/ --1 <br />, I <br />, A --, , <br />, t , <br /> <br />GENERAL: <br /> <br />r <br />t :i I <br />I ,'II <br />I ~::! <br />' ';'SH~R ~' <br />I SPACI~G I <br />I (SEE BELCJ"l)~ I <br /> <br />IdNDO" ---r- 'rtr <br />HCGHT I <br />I !I <br /> <br />SP ACE <br />cryP) <br /> <br />/~ 5) ALL INSTALlATION ANCHORS ~UST BE 'lADl: Df CORROSION !\ESIS:ANT <br />~ MA11:RIALS OR KAVE A CORROSION !\ES1S-:-ANT COATING APPUED SUITABLE FOR <br />THE ENYlRONMENT ANOIOR FRA,MING MATERIAL WHERE A~CHORS ARE USED IN <br />PRESSURE-PRESERVATIVE TREATED 'NOOD, THE WOOD SUPPUER SHALL BE <br />CONSUL 11:0 FeR RECOMMENDATION Of ANCHORS COMP~TI6LE WITH T11E <br />PRESSURE. PRESERVATIVE TREAll'1ENT PROCESS USED, <br />7) All FIELD SUPPUED HOLES IN THE FRAMl: (IF REQUIRED) WILL BE: <br />J:\. a) 3/16" IN DIAMETER FOR #S WOOD SCREWS, AND <br />ill 0) T11E ShA~K DIAMETER OF TrlE NAll ROUNDED UP TO T11E NExr STANDARD <br />DESIGNATION DRlLL BIT SIZE. <br />8) WOOD SCREwS SHAll MEET ANSl 318 6 I W1ENSIONAL REQUIREMENTS <br />9) ~AlLS SHAlL MEET ASll'1 F 1657, 'STAN;)ARD SPECIFlCATION FOR DRIVEN <br />FASTENERS, NAlLS. SPIKES, AND STAPLES" <br />ID) IF WOOD TENDS TO SPUT, PRE-BORE HOLE f>5 FOLLOWS (PER MTIOML <br />DESIGN SPEClFICATION FOR WOOD CONSTRUCTION REQUIRE~1ENTS), <br />a) #8 WOOD SCREWS. l/B" DIA. PILOT HOLE. <br />b) 0 113" DIA. NAILS. #44 DRlL.L SIZE PILOT HOLE. <br />0) OTHER NAIL DIA,'lETER PILOT ,10LES NOT EXCEEDING 7S% OF T11E NAIL S <br />DlA~1ETER f>5 REQUIRED, <br />11) WOOD SCREW AND NAlL WITHDRAWAL VALUES USED TO GENERATE <br />Ff>5TENlNG REQUIREMENTS ARE BASED ON SOUT11ERN PINE WITH ~ SPEC!FlC <br />GRAVlTY Of O,SS. <br />12) WOOD SCREWS AND NAlLS SHAll. ,NOT 6E MIXEi) TO FASTEN THE SA.'1E <br />ASSEMBLY. - <br />13) WOOD SCREWS AND NAlLS SHA.l. NOT SE USED TO FASTEN ASSEMBLY I~TO <br />THE END SRAIN DF WOOD, - <br /> <br />[SEE SHEET 2 FOR CDIIITlNliATION OF NOTES] <br /> <br />lih <br />/I!:11 <br />3 liJ 8 <br />I~ <br />! J ~~~~~~I; <br />/ III 1 <br />I I'i I <br />~ <br /> <br />\,IINDe',; <br />~EIG}-ii <br />i <br />I <br />! <br />, <br /> <br />I <br /> <br />GlAZI~:3 (TY:J) <br />(SEE NCTESl________~ <br /> <br />) L F1N TYPE <br />IU,,,. vr,.-IND.o',; FRAME <br />.. I SlLL <br />PERI2~~c~ ~ L" L~~86tE SILL <br />By CTcERS " ~ BY CT"ERS <br /> <br />'.. ~ <br />,I 1[111-'-... - 1'..0 BY \.1000 <br />I~STALLATloN A.~CL<OR ",', I i I --- -BY D;HE~S <br />~B '.!DOD SCRE'. SHOI/N .7~ ~ <br /> <br /> <br />STUCCO _____ /]11 <br />BY CTc'ERS 1 <br /> <br />CAULK BET\.IEEN , <br />'.INDJV FIN SHEATHING I <br />~ SHEAfH:NG By OTHERS _-1 <br /> <br />AN:~.o, J <br />SPACING - <br />(SEE B'E'..C\o/) , <br /> <br />! A -J ,t 6' 'AX <br />~ I CTYP) <br />I ..... --. $' MAX. (TvP) <br />ELFVATION <br /> <br />HEAD SILL ~ ~A~Bv~'t~drf~'1>A~~~R'?T~ 70'S, n P) <br /> <br />'';.000 SC,E',/, 24' 0 C, 'l.AX (TVP) <br /> <br />\AII_ 7' :J C M';X FOR _AHBS AND <br />10' 0 C, MAX ,GR ~EAD ~ S:LL <br /> <br />" <br />," <br />~~ <br /> <br />~~~.~~'~ ~ ~,~ ~~' <br />... >:."'~ ...,..,.,";d-tt,,' <br /> <br />"'{I':"'./" ;,~... '.~'; "" <br />'. ~~,_. <br />\ 1 itl . :.(~ -jU3 <br />'. , .~. <br /> <br />, ,:.~~~~~~;~~~,~:'" <br /> <br />IREV DESCRIPTION] DATE INI <br />3 ~~~~~;OTO l'O/!/C3~...;A <br />~~(s~J.i'iE.sociTI~~vlK : <br />c I~~:~~g ~g~ ~. ""0 !12/10/03 '(~A <br />TITLE 'i0 REF'~ECi NNL! : <br />ALTERMTE I ' <br />ii' <br /> <br />SECTiON A-A <br /> <br />~1'M,~ <br />E,~BED,~ENT <br />(''''ODD SCRE'.) <br /> <br />~o <br />~z <br />~~ <br />~~ <br />u <br />~:;) <br />Irw <br />~a. <br />~~ <br /> <br />FLORIDA EXTRUDERS I~~~~Ntl~~\l~~ <br />C'€RT1F1CAT[ OF AoTMGRIZA~CN NO. 8235 SAc'liPORD FLORiDA <br />TITLE: I~STALLAT,ON DETAIL "/#8 SCRE<lS CR ~AIlS <br />SI~GLE ~UNG FIN ~I\D[. . SERIES 1000,1500, S. 2000 <br />DRAWN 3Y: BB I APPROVED BY: R_A <br />DA'fE: 121 I C/.o3 I SCALE: N T S iDIVG :,LEX0026 SHT 1 OF 2 <br /> <br />..A~~O(,";~~ 1\ /r- ~c,~E2 11~'L~I~N ,'> ..~C~._:pH), l r 1 x 2' x 3/9 <br />~ I ~ _....,,1iI' r \ ~ Tl.,,3( MGlU:N <br /> <br /> <br />11 ~ 'B x l/2 SELF , I Mr. .S X 1/< SE.F <br />~: I \) hPPING SMS r' '1' 11 ~APPI'G $'5 <br /> <br />2 x . X 3/S I <br />Tu3E ~ULLlaN ~ I <br /> <br /> <br />:000 S><.~ !II <br />JA/olB ow-) \ : <br /> <br />=t- <br /> <br />JU, <br /> <br />r <br />'\e; <br />S~k~~ ~t:~ag .J/' <br />&c ~t..lUCN <br /> <br />, <br />Ie; <br />s~~~~~~ ~~ :~6~~ -.V <br />L itS x 1-1/2 SELF So. ~J..;lU'2N <br />TAPP:~G SM$ <br />A-A (1) <br /> <br />;0) <br /> <br />::JJ <br />~-qe x J-:/2; SEU' <br />"o'P?:~G s:~S <br /> <br />\ <br /> <br />SECT'ON <br /> <br />SEVION A-A (2) <br /> <br />r t X 2: 7/:5 x ./6 <br />MT.:3E ~UlL10N r-l X 2: 7/15 X 3/8 <br />J.OOC S H ---.. r-- lC~C S.H -\ --L -U3€ ~iJl\..l:=N <br />_A,", (Ty?) \, ' 'I ~ .AME (-YP) \ I ~ i <br /> <br />, , Jl______ \J6 x .fa SE\..J:' 1 I ~ <br />~APPING SMS I' ~~P:IN~? s~~l..~ <br />n ' ,! ~ <br />~...i~ <br /> <br />(e'. <br /> <br />g'l <br /> <br />I <br />,j <br /> <br />;;>) <br /> <br />s~~~;~~ ~I~~a€~ y <br />s. MULL ICN <br /> <br />\ <br /> <br />s~~~~: }~:'~B~~ J./ <br />\ S. ~VLLlCN <br />\,-- ll-8 X 1-1/2 snr <br />.. ,:lP?IN(j $ ~s <br />A-A 13', <br /> <br />\- liB X l-U2 sur <br />""APP:NG s~s <br /> <br />SECT/V, <br /> <br />SECTION A A (4.1 <br /> <br />:1 V,,/~~,:, II Y'c~'":':;~ <br />rooo $1<, II i : '000 SH : i i I <br />JAM! (i'(? )~:" JAI-13 cry?,) l ,I ' <br />II : ~I I' <br /> <br />~ll---' os x 112 SELF ~ ! r;r:'B x 1/2 seer I:" _"' <br />~" 'tAPPING S!-1$ '">>..... ...'""-' <br />_ il':, [,A.PING SM$ Q.r-...~~ <br />II Ib ~ ~ 'j,n '...iN")"' <br />I' I" -~ ~ Ig~....J 0 <br />'-.:0;1 J/.:3j IffiX",,-Z <br />\ s~~~~~~ ~1:~6~ j/'/ :I-:t: !D i ~ <br />L " Mljll1D~ L liE ~ ~ g B <br />~~P~IJG1~~$SELr ~~P:l~Gl~~~SLr ,!i~ ~ = <br />SECT'ON A-A (5; , SECTIO'< A-A (61 i "- <br /> <br />HORIZON-r AL SLIDER <br /> <br />TYPICAL MULL INSTALLATION <br /> <br />W <br />LL~O:: <br />'0er:0 <br />W LLLL <br />~i!52~ <br />2-0::) <br />W X~O::O <br />() O::)LLU <br />O::OzU <br />I-- o..."",w<( <br />O 0...""'~1- <br /><(0<(0 <br />Z wO::l-z <br />O::LLW <br />W <(zer:O <br />r~ ow<(O <br />'-J w~(/')O <br /><!:I- 1-0;:: Z Z <br />0C:::: <br />::)w-w <br />o 0'er:(/')2 <br />O (/')<(6]c:::: . <br />LL w(/')2er:6 <br />0Z_LL_ <br /><(0001- <br />W 5U'i0::1-<3 <br />~ 06]Q:::s:.:::::] <br /><!: LL"",er:Uo.. <br />w""'woo... <br />::J er:Ol-a5<( <br />o <(-'~ -' <br />::::l-, er:-' <br />CJ) I 0' <( (/')' 0 ~<l:: <br />(/')er:-" <br />I w-'O <br />1~f5~~6 <br /> <br />MASONRY (FLANGE) <br /> <br />~CNCR€'E OR CAGLK BET.EE~ '.oJD INSTA~LA' I~~ A~CHOR IMPORTANT INFORMATION & GENERAL NOTES <br />~ MASONRY OP~'JING ~BUCI( 8. i""~AS'Y Z-DE\Jl~':i ]1:6' DI~ "A;JPER n>e.se :'otes are prOVIded to ens;.Jre pro~er l,..,stah3~on of Florda Extn..Ge~ HlestQ'"e <br />C BY 0 HE,S BY .oT~cRS (NOTE '2) <br />Cl"iE BY \JDOD _ _~ products and mt;st be fOI!o'hed fully, <br />3UCK BY J"rlERS ~ 'I ,1 <br />~~CJ""E 6 ~ 7) c:1 ~~ b. I: :' ~- ./:' ~r~~ GEMRfl1.1~STALLATI0:'l iNSTRUc:rONS 7) APPLIES ~O ALL 1~.jON~STRUCn)RAl BUCKS LESS H"lAN 1 :(t: WIQ(J'-JESS ~JOT <br />cAULK BET.E" I' <\ c~B._DH_,' 1N-EMlED TD c1MlT TO NOMiNAL ONE 6~ WOOD 6UCK ONLY BUCKS GREATER <br />.iND?1.I 'LAN~E ~ n I) ~~",~ f>5 KEQ D, ~T EAC"H INS:Al,LA-:CN ANC><OK .'W'" .CAD BEARl~G S"l>1, \\AX 0. T~A~ l' ~OI"I,vAl (3/4" TYICK) AND LESS TH,A,~ 2" NOI>II.'<AL (11,12" TlHICK) Will <br />~ ,.00D 3-'_K 15 -:,7 '1 i Accv'NASlE SHIM ST~CK 0 BE .,4 ~ REQU1RE 'JA:L ,ENGT~ SU"FIOENT TO MEET EM8l:DMENT REQUiREMENTS Of <br />\ >:J '1" I t/4' SM:,'"1 2) uSE SIUCONiZEO ACRYUC (AUI../( 8Erli~W I(VINCCW F:..ANGE A.T f-if.r1.0 &. ;M.135 S[I~... 'iO-e 6 <br />! J~l J i' SPACE ~AX l ~U5T BE A1"ACHEO TO THE SlJ6STR,\"E !IITH VUL<E~ :16 ADHESrH CAJLK O~ 8) AL~ ;NSTALIA'10N ANCHORS MUST BE 'lADE Of CORROSION RESISTANT <br />I - T :,-------- n_ A?f>RCVEO EQUAL APPUCA""18N QF VUlKE~ ~1.6 AOHSf'/E CAULK AT RAYlE S:.J.. ~"'vST ,"1Ai"'i:R1Ai..S OR HAVE A CORROSION RESISTANT COATING APPUED SUnA8lE fOR <br />i '[ II J~ 1 r COMP.... 'r I/VILrl SEALANT ~M1\JFAcr,-,~ER.'S KECOM!'<1E\iOAnC~$ ~E ENVIRCN~1ENT A.'..D/CR ~RAMING MATERIAL WKERE ANCHORS ARE US€O IN <br />I 'Ii :,:- . III, I~C 3) iJSE srLlCONllEO p.CRVllC o.UU( ~R P~RlMETER SE.r\.. AROUNO OO=R1C~ 0,<:: PRESSt.;RE,PRESERYA-rVE -REATED WOOD, Tr-<E WOOD SUPPUER. SHA~L BE <br />I 5T: III I ~ W1NOOW f:ANGE Ao~D TO SEAL HEADS 8f lNST_L.A-ION FA5:NERS. CO';SULTED FOR RECOMMENDATION OF ANCHORS CO.'PATI6,E WITh 7HE <br />BY .:7 ~~~g ....J II L '", ') 'LORlDA EXTWO<RS 1000 SERIES HCRllONTAL SUDER IS SHOI'I~ PRESSURE.PRESERvATIVE TREATMENT PROCESS JSED, <br />! II I~ l ' I 5) WIN:lOW "RA,\1f ,....,A,TERlAl A.,-JI11~':""(,<, A, LvY 5V6J 9) Al...L ;:;rE_D Sl!PPUED HOLES IN THE FAA(lo1E (IF REQUIRED) WILL BE 3/16" IN <br />i PE'I"E-'R Nj--'ro I SH;~ AS ,EQ 0 DlAME'"ER. <br />I C!.I - _../ I I - (SEE :'--C~E.S>, A.\jCHCR.INSTAL~TION i~S:RUCT;ONS :~; HOOD SCREWS SHA:..L ~-1EEi ANSI BI8 6,1 CHMENSIONAl REQUIC{H1E"fiS <br />I BV 'T~~~i I, I , B H ll' :F 'NCOO "ENoS;o SPLIT. PRE.BORE HOLES AS FOLLOWS! #8 WOOD <br />\.I H ~ . Y ,I ,r~SOi-) GENERAL: SCREW, ,,8" OLA. P!LOT HOLE" 110 WOOD SCREW. 9,154" DIA. PILOT HOLE <br />("IND:)'. ~U: 1LJ I "'" . _C< D 6) NAIL A-nACH;1ENT OF NON 5T<oCTl,'W. ~\E 8' aUCK IS 4 FROM EAC" CCRr,ER ANO (\A710NAl Of SIGN SPECIFlCA'lON FOR WOOD CO~STRUCTlON) <br />I'""1El'jJ-;T, ~ L~SANg~ F~:::>~'- ~8 ONQ:NTER v$EAHARDENEO -.'.AL N-;<:....ACC9' DiA."'EiERAND13,8 Li:NGTJ..j <br />,- ASS (Typ' I ,d I~: ~g(R A 0:... 51'S' E~6cCMENT), A HARDt:NED ~ASO~RY 'jA.;L' INIH A 0 118 DlA~'I:ER ANO J 2 3/16" D1A~ TAPPER CONCREtE SCREW (WITH NON~STRU(;TtlRAL ONE BY <br />I ~~EE 'JO-ES; I ~ ~r====ri: 1 - I ~~GTH 13/4 E'lABED"'lENJ OR EQiJNA<.-dH WOOD BUCK)~ <br /> <br />I, I~~J ~ 1,\ D CJNE: j3Y wOOD B"C,< hV --. ~C:;N;~E: 'rE J!: :2:' \!VI-1ERE WINi)OW ;:S iNS1A;'LED IN MASONRY OPENING I.vr:rl 4. <br />'I ~,\, I ~ Clr..,ERS ,'iC-~ 6 e... 7) MC.S.....N~Y :Pc..''''-i[''--,G NO/~..c-r"L'C~," ^^L ONE BY wooa BUCK ("IOTE 7), 'JSE A 3;16" DLA., TAPPER <br />! 'I I - B" ~______, 3V ]'-E<S',~ .,u~ " <br />I w --~ _ , CCNCqETS SCREW Of S1.JFFlOE~T LIrl TO ACHIEVE ~!'Ij ENBEDMENT OF :-1,/4 <br />I :L~ \ ~:G:C v:"i"'L (BI."CK IoI':D,,"I-,>:/~' S--<L'1____ \~~'E~';2;\I4~~'!r i:>J70 ~ASONRYORCONCR.E1E< <br />\.0511 - GLAZI'JG 3[~D ..- _ANG::- 1 VOE S"'ACE \,AAX I 13) SEE Sf-'€ET 2 FOR "TAPPER. INSTALLATION ANChOR lOO1.'10N CHART L..~ER <br />~E:RIME-Ei< !I'I ,~("YP), .INDO. CRA~E ~Si-<r"'" AS >:2.E:;;:; ____ I I )ESIGt'-i~"'lON$ONTHE"7APPER\..OCAll0NCHAR.TINOlCATEWHERETAPPER <br />13y D~~~Ri\\ '1\ F"LANGE TYPE I .....A~B (SEE "--i:~E$) \ \ S> I CONCRETE SCR8NS ARE TO BEiNSTAu..EDWHEN GSINC;iHEEXT"ERJOR. <br />I I ;! \,-- w'!NDDV r~M.'[ :~S"T A~c..A TI:JN AN':"IClR \' It : ':_EVAT1CN AS A KEY <br />'\1 SI_" , 3/;6' DI. 'A?'ER -~ ,~ :4) TAPPER (RAWL) CONCRETE SCREW MANUFAcruREO BY POWERS FASTENING. <br />'" ...J ",CT ,?) , W V' I\C. NLL BE USED, TAPCO~ (by ELCO TEXTRO,~ INC.: OR mEN (by SI~1PSON <br />j II \ ~ ' E R;~ID vrWL S' STRONG.71E) CAN BE SlJ8S'TTUTED WITh THE FOLLOWING U.'1ITATlONS FOR <br />. '" \ j ---~ S_AZINGZO.D '-.Ie , ~.,E HCRlZONTAL SUDING WINDOW SIZE 024. ;)24S, D2S A\D D25' <br />3 ' --rmmrrrrrrrr , , a; I~STAcl TNO ADDmOMl FASTENERS IN HEAD OVER CMART <br />, I \..J' I '1 ~~~~S N~:~S; ~\\ ~"r ',' I ',I ,I \ 0 REQUIREMENTS AT ,0CATlONS A AND ~. <br />'" <I 15) ALL RmAlNING fACTORY APPUED INSTALlATION FASTENER HOLES NOT <br />CAULK BE 7. [EN ,I I <:i i 'I" / \ uSED oCR "APPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED Wl111 #e <br />wINJO'.! F'_A,NGE J 'Q - '"",,,\ \ ,'~ 'liCOD SCREWS Of SU"FIClENT LT11 TO PROYlDE MIN, S/8iN E:>'BEDME.NT iNTO <br />~ PRECAST SilL L~\ '. <br />I.IIVULKE" 1:6 \ WOOD BUCK <br />ADHESIVE CAJlK PRECAST S!cl_ S;: CT ON A-A CAJ.K BET'.t:E~.::Y ' <br />CR A?PROVED DL BY eTHERS '.;~90V FLANGE : ~ #to WOOD S<:REW (WITH STRUCTURAL TWO IlY WOOD IlUCK): <br />~ 'oJ,"'; -J ~ '.1000 BUCK , : p- <br />I I PE,IME-ER II ; ;6) NHERE WINDOW IS :NSTALcED IN MASONRY OPE,~lNG WITH A STRUcn:RAL <br />I ,A, --! CAULK ST JC':c ----.-I : I i nvo BY WOOD BUCK, JSE #10 WDOD SCREWS (ANSI B18,6:) OF SUFFlOENT <br />: A 8 c: !) , BV ~THE:;:S BY O'''ERS : I ' ,E'iGTH-OACHIEVE 1.3/S" MIN EMBl:DMENT:~TOTHETW06YWOOOBUCK. <br />TE, I' r , i ' I ~(' 'NDn7,.... "DTH;:--------...j :A,'LK 3ET. EE\ 17) #10 WOOD SCREWS 5HA,L BE lNSTALLEO AT ALL FACTDRY APPUED <br />-H- I I; It.. -" .. . _ _ ~, nee 3u:K ~ INST~LLATION FASTENER ~OlE LOCATIONS, <br />.." S:.c" v'; "AS'Y QPE'I~G :8)'IIooOSCREWSSHAlL~OTBEUSEDTOFAS~ENASSEM8Ly[~TO,HEEND <br />,)". ~ # II #_.m 1 c: . , ., " ""';'; 3- 3 ;' ,-,,,, "'" ~ ~o [m ~m ~ ""m~m" ~ ~, <br /> <br /> <br />I G Ii: , ItH' i; ({;~~r~:<\~~~;~~-~.~.-:, R~V1~~~~~~~~~:~~~!'~/~:'~31~~~ r,RS.S~}S~ZA.~~1~~UDERS 11~~:~~1tk~! <br /> <br />I I +,1 Ii :3 Ii J :3 ~g "l';ir\, ~41Z,OS~'.:')8~C~Tloi ~6 t~~H~cR5, TITLE ;"STA'_,-A~ ,eN DETAIL. 'd/ TAPPERS <br />L I ~;t "'",> "\~ll"')"~" ~~~'D'O-",6' I '-'JRZ S :01';::; ,,--ANGF ',/jNDC!\I- SERIES 1000 <br />r L:.. \/ A T: 0 N A ~ ~ ~ <,j~~~{':ff':{\4....'~'(~'~~ .; '-' : ~~gcg ~6'~tC6 ~o~~ T25 ~2/:~/03:~ --l~ DRA101 BY BE I APPROVED BY RJA <br />VIEWED FROM EXTERIOR "." ,-c eNE '" 9'.eK ",,,-c,, ' I uATE' 12, : 9/03: SCALE NTS iDWG. FLEXOC20 SHEET 1 OF 2 <br /> <br />A,'.CHQR INSTA.IATIDN INSTRUCTIONS 'CONT) <br /> <br />1 <br />I <br />I <br />1 ~/4' ~:N. <br />E"3ED~ENJ .6 <br /> <br />r? <br /> <br />DETAIL C <br /> <br />r 1 X 2 X 3/8 <br />~ "'"BE !-olLLLlON <br /> <br />It <br />~e x :/2 SEL' <br />,. APP1NG SMS <br />']~ <br /> <br />ONE :3Y "DOD <br />,oc' " ''"'''1- <br />L----- <br /> <br />l~CO :;.1"'\ - r' x 2. x 1/3 l:CO S.H.-j <br />"A/-',]~ CT'fP) \ -I---, Tc.,B€ MLLL1CN ~AM3 ('YP) I <br /> <br /> <br />~n' <br />--~ 1W::-"4B X 1/2 S(\..' <br />~APPING $1-4$ <br /> <br />GENERAL (CONT): <br /> <br />r CONCRETE OR ~,~SO~R,( <br />I BY OTHERS <br />.6 <br />r <br /> <br />~ <br /> <br />'iLL = <br />< ~ <br />"1 <br /> <br />\ "t SE....LANT SnVE[N <br />\ '"'<- \JINDOI,' :-....ANGES <br />~ ~6 X l_~/~U\\~E~ <br />T APP:NG SI'IS <br /> <br />2 X . , 3J, , [ 1 <br />TUB< "CUION \i ~ : <br />II I <br />:~co s.".\ :i .1. <br />....AM:B n'V?) \ I : <br /> <br />= : [:.s x 1/2 SELr <br />~ ~ T~?P!NG SI-'lS <br />I ' <br />11'" <br /> <br />r ~/~~~~I:~l;~p~~~hO~ <br />! S~RE'" ANC""OR cry?) <br /> <br />/ SILL CL~ <br /> <br />-l 1. l/<4' ~lN. <br />"(j , EMBEDMENT <br /> <br />~ PRECAST sr:l II"!" D~r-<::-r <br />AUX1LJARY pj-A"TE <br /><FOR A.JDHlDNAt.. ANCHCRS. '..'\.EN R'E.::;lU1RED> <br />~ c <br />v 11" <br />:i <br /> <br />r <br />,e; <br /> <br />11 <br />tc: , <br /> <br />\: lNSTAllAT1CN ..NeMOR 3/tG' D:A <br />TAPCON SCR(V AMC<<OR ci''1'?) <br /> <br />e:.x'i[RNAI.. '"L\..L 1 eN <br />INSTAt...LAHON CUP <br /> <br />TYPICAL MUlliON TO CONCPETE @ HEAO <br />'APPLES TO HEAD &: SilL. WHERE 1" X 4 <br />do 2" ~ 4" TUBE MULLIONS ARE USED) <br /> <br />\ ........... t S~ALANl BC"'EE~ <br />'L- vN:r:DV ,LAt>;GE:S <br />" ~lJll.:~N <br />~ il8 )( 1-1 ~ S(lr <br />-APP:NC $foi$ <br /> <br />I ' <br /> <br />i I <br />I "CLCCON ~: I d.. <br />, ~ <br />I <br />I <br />I <br />I <br />i <br /> <br />SEC~ION A-A 12; <br /> <br />SECTION A-A (:, <br />r1 ~ 2 7/:0. x :/8 ,-1 x 2 7/16 X 3/8 <br />TUBE HliL_r::N 1000 SH, r--------.L "L.Be: MlLL.raN <br />..A>J~O?T;?~I, r9 ~,4"'B (i'j'P)---\ --~ <br />1'1 I, ~ I <br /> <br />=1 i ff== ,tt=== l}S X 1/2 Sc:L~ <br />I : ~ ./ 'B x 1'2 SEJ ,'~ ./ "APP1NG S"S <br />TAPP:~G SM'S <br /> <br />~ ~ ~ '!~ <br /> <br /> <br /> <br />\ '" , St:Ai..ol..NT !ltT...!:S~ \\ '.L '.J~;luD,CVLA~~,crNt~~~gN <br />"-L V1N!lC'w' >\..ANGE'S " '- <br /> <br />',- !faX l-l/~ M~fCfCN ~ Ita x 1-1/e SELf:" <br />'" APPjNG ~~s i' APP1NG ~MS <br /> <br />.sECT'ON A-A (31 SECTION A-A W <br /> <br />L 1 X 4 X 3/B <br />TvBE ,~UL LION <br /> <br />I i <br /> <br />in! <br />I i <br /> <br />i Ii <br />'0';0 SH - I 'I <br />JA.'1B (TrP; \ <br /> <br /> <br />=1 <br />~ <br /> <br />)ET~L 8 J' <br /> <br />, ,I <br /> <br />!L- <br />'J \. "- <br /> <br />w 0 <br />:r: ~ ~ <br />r-,(/') 5: CD <br />~ZlJ..J C::::CD.-i <br />(/')~Qo er:NCD <br />'01-0 OM"* <br />ffiz<(u lJ..J~~ti <br />lJ..J<(~0 II'*", <br />ZlJ;~2 I-I-...Il.I.I <br />(3 <..)- er:LLu.o. <br />zffiwg 00.. <br />W08:;5~LLz~[ii5 <br />wZ(/')enZOO .0 <br />I::)ZWQ:::Jf=ZO:: <br />1-0<(I(/')c::::cr::t;:J <br />LLZ..JI->WOOca <br />O<(Q..IW(/,)Q..o::-\ <br />t/)~~t::er:O~!n..l <br />W""er:3=('T")Zcr: 'lJ.I <br />cnO::) 0<1:::)0(0( <br />WI->-OOI-...IX <br />W-'U-!C\J UO::O <br />~03=::::lS:I~::::J<;:; <br />0:: "'" I-- ,,., 0:: 0 c:; <br />OZI--O-=::-I-OO <br />f-:::s:.::(/')u3=(/')(/') <br /> <br />\ <br />"g x :-112 S(LF~ <br />TAPPING SJ-IS <br /> <br />;JJ <br /> <br />st...1...4~"'r I1~,.v'::t).j <br />Ior'INDC'. ~LANQCS <br />.. MVlllON <br />SECTION A-A (7) <br /> <br />~-\.-~ <br /> <br /> <br />II # ~iTI~ # i t <br /> <br />i I I t 1 i i I <br />'I I A " A <br />! II <br />, , <br />, <br />'B SEer TAPPING -7 " / <br />SMS (HP) -~ i'hBlU <br />~ <br /> <br />!~.~ ~ ~ .g.....~:[WED F~~ g;TERIOR <br /> <br /> <br />I 0 ~ -,0. .',. .j'( <br />:;~~." '^" <br /><roi~ \ ~ (.,;:i,: <br />It~ ~~ \ ',~>\~~.)'). ",',,-, <br />o.!: !.,1li;tY,;,J:'.". <br />::0 Cl c: ."."7",'.... ',..", .. <br /> <br />~ ~1~€t ~~L1L:~N <br />r= " <br />I ~ <br /> <br />II Ii <br /> <br />I " <br />lCOC Srl'l I " <br />yAMB (T"\"P) : j <br /> <br />=li ,!~ <br />~ ~ Mi./ ~e:( j/2 SSL.~ <br />. APPING St-'-S <br /> <br />If <br /> <br />o <br /> <br />4 <br />I <br />ii <br />-tL <br /> <br />lT0 <br /> <br />I MULLlON ~ <br /> <br />! <br /> <br />tV <br /> <br />~ ItS X 1/2 S2Lr <br />" IJ.......- T WPING $JolS <br />~ <br /> <br />IFLORIDA EXTRUDERSI~~~'lN~#'wlli~ <br />I SANFORD FLORIDA <br />TIT~,SER 1000/1500 FLANGE SHEET 1 OF 2 <br />VERTICAL MULLION SECTIONS <br />I SEE OTHER SIDE (SHEET 2 OF 2) FOR <br />I DESIGN PRESSURE CAPACITIES <br />iDRAWN BY, MSH I APPROVED BY: \I AB <br />!DATE' 12/ I /03 iscAU: NTS iDWG.: 1 VMFLG <br /> <br />ij , <br /> <br />'I; I <br /> <br />~ <br />::>1 <br /> <br />r <br />Ie; <br /> <br />'\\ <br />~ <br /> <br />f <br />re; , <br /> <br />,I <br /> <br />\ "\... r stAI.ANT SET'w-EE:>O: <br />\ ""'<...- '-'lNDC\t' ~L..ANG(S <br />L itS X l_~~/~~~fN <br />T A.PP ING s~s <br />SECT'ON A A (5) <br /> <br />\ "t S~Al-ANT 3E1\YttN <br />"--.I...- 'o.'!NDC'tI r-:..ANGES <br />\-.- ~a x J - L~ e M~~ilfN <br />... APP~NG SMS <br />SECTION A-A ( 6) <br /> <br />!COO $H "'~1 X 2: X 3/6 <br />r I x 2 X 1. B A"E (7'P~ TU~[ 'CLLlON <br />----I---., "UBE ).4l..JlLLON .~ ~ <br /> <br /> <br />~ ,i R1 ~~p~1~b2 S;~J 1 I ,j ~:p~r~~2 S~;LF <br />~ 'l~ I If <br />.1 -- . '\\ I ~ I <br />JC;\ ~ I g,1 ----"~ \~ J 1:0. . ';51 2 , . X 3,B ~ <br />TuBE :<lUlLrCN \. <br />\\ ;;::---r SE'L'" .P.O"' ~ SOcAN~ >eVEEN __ <br />"---L Y1NIlCY ~':/:A~E '-~ VINDC\,,' FRAI'\( <br />\ " ~\,;lL.1J'" ~ 1t8 X 1_1/2"'- ;EUt~rJN II <br />L ~~p~rJG~~~SS€Lr "'APPING SMS <br />SECT'ON A-A ( 1 \ SECTiON A A (2) <br />r- 1 X e 7/16 x :/8 ~oco S 1"'1. -, ;1 X e "/16 X 3/9 JAM~Oj~";:) --\ I <br />.A_'iO(T::), ~I, : II II ,~'V3E "CL",N ,"'" (TYP~ F= MULLION \ I <br /> <br />ItB X ~12 SE'_' if ~ I ~l ./ \;8 x ./2 SELf ..,. <br />"'-APP'NG S~$ TAPprNCi S!<1S <br />I 'i ~ <br /> <br />DETAII_ C <br /> <br />180C S"H.l <br />~AMB C'Y?) <br />I <br /> <br />"~O BY .GOO ~ <br /> <br /> <br />~<;i.~~ ~f-~ <br />1'- ~ ~i '[~HEA'HI"G <br /> <br />! il! INSi~l,-A"'-JCN ANC~~~i:~ ,\~~~3 <br /> <br />, AV11 - [XTERt{AI. !o1ULLJDN. <br />II II ~ INST,QU.A~lDN CUP <br /> <br />Ii: ~ULL!ON <br /> <br />APPUf:S 1'0 HEAD &. SJLL ((HERE l' X 4ft <br />: I i & 2" X 4' TUSE MULWNS APE US<D <br /> <br />II APPLJE$ TO HEAD & SILL WHtRE I to X 2~ <br />,~ ! & l' X 2 7/16" TUBE MUlclONS ARE '05CD <br /> <br />JJl /'" #9 x ~n SE:Lr r INS....A\,._A-ION ANC,",O~ <br />iT HoPPING SMS : DETAIL B itS ....~D.D seRE'" <br /> <br /> <br /> <br />i; ! -1~;:~ <br /> <br />" ~Alr30NT 3E"""\I(E)j <br />1*8 X 1-1/2 snr l '-......::::::: ~l!olrc.... r;",A,NGES 1 va' MIN <br />T APP ING S-MS " !>lULL l':N EMIlE:D~e: "JT <br />SECTiON A-A (7) SW.A,","O --r <br /> <br />~~...... 'JQ01)r':l:M:/'li <br />, I ALXILlARY PLA7' <br /> <br /> <br />i 10'f~)[}1 0'f j i ii' ~'''"O~" :::' ["{RI!'U'RE~) <br /> <br />I I l-t\ I i I !I I, 8J <br /> <br />'B SEcF T APPI_G ' - < II / II' <br />'- ~1ULLllJN .-/ --It <br />SMS CT'P)!lUAlJ.J I <br />~ I 0 i <br />VIEWED FROM EX~ERIOR <br />IFLORIDA EXTRUDERS~~N~~~~W'r..lli~ <br />. ";'~' ,',1;) ~> .}. I SANFORD, FLORIDA <br />-"">'f ;,.-,>'. iT!'lLE: SER 1000/1500 F I '< SHEET 1 OF 2 <br />',' I VE:RT; ::4L "lULU ON SECT! O'iS <br />~, ; SEE OTHER SIDE (SHEET 2 OF 2) FeR <br />DESIGN PRESSURE CAPACITIES <br />iDRAWN BY, MSH I APPROVED BY. ,; A3 <br />........ 'DATEcl2/1I03 ISCAJ,E,NTS iOWG., lvHFIN <br /> <br />HORIZONTAL SLIDER <br /> <br />FRAME (FIN) <br /> <br />. <br /> <br />$YEA-..,ING -----:..... ~ f_ TI.JLJ BY ''';OOD <br />CA....rLK BEi'INEE"J .By :T~ERS ~ ,~i~ ~I r 3Y OTr-<[R$ <br />\.IINDO\.1 n~!.~ '~~g / <br />SHEAT,-ilN'G ,II... j'Y I <br />'I \-~ <br />INS"":' Al.L..A T ION ANC....,.SR i ,-;. I: -) <br /> <br />~BS;~~~~ ~~REnHO'.N ---r{ rll;' ~ I / \ i I 6 ~ ~ <br />s:Dci~8E~~_____________t- lilv \v \~. is/:~'S;~E -+ ~~,:_ <br />71 -~ I! - <br />PERIMETER :! il :1J~"\~. f 1- :<'==, t: ~~)\I ----I <br />CAU' K ' I ' <br />BY OTHERS II 1,':iIi1 : 'J \ I jf I <br />Ii ~/-I SHj~ AS REQ D.;~DJ'.- H /;1 /:::' ~ E~p~:~ y <br />GLAZING (np) H 'jp (SEE ~OTES) HEIG"T r:: II / ;', A..CH:,S <br />(SEE NO'ES)", i 'r-- I l-~: il f-,~f (-0) <br /> <br />'\>1' : I' r:N ~Y'E j r IL~, 3 J) a ~ <br />'..,'j,'IDC\r.I FRA.\1E , I <br />II:, I 'i' HEA"uCO L A - <br />- ~, ~~:~J~" ,I S' ,"A~- <br />SPA:r''4G ,I C'r? 1 <br />(SEE:: BE:t..='w) S' i"'AX ~,v=- )___1.__ <br /> <br />~L::V~T 0\~ <br />,:C/1EJ FR'J~ o:rC:R 09 <br />-jF4D S"il &. ...AMB AV"~""cl~ S9ACIV"J <br /> <br />~ Vi'IX. '.!D.Y --: r-- S:::~' S~~~E CAuLK BU\.IEE' <br />-,;n 3Y ro" II [.'iNDO\.l FIN <br /> <br /> <br />i:~;::':;~t ^ ./ \' ~~'''J'' <br />I~'/ \ ''IN. <br />~J · .'~F" <br />II, I, ' <br />I 4\ t3>_ .. ..1. /., <br />J I~ <br />:' I <';1 / <br />I;' ! <br /> <br />~[~l'.lE.ii='R J / I / <br />C4JLK !,' f SrlE~ "HI"-fG <br />BY :-,...ERS ,/ BY CTH(R$ <br /> <br />S-UCCO CR J' I <br />srD:NG BY I INSiAlLAilON L\NCHDR <br />Q"HE,S ~#S '..tODD SC~EI.I S~D\/~ <br /> <br />y==l <br /> <br />J~ <br /> <br />',E\ ~ .g,J <br /> <br />\. ""'. S(AlAN'I'" 3e:?...t:~N <br />'- '.IINDe.. rRA~e: <br />~ ~UlUCN <br />- 11'3 X 1-~/2 st:l...r <br />T4PP:NG ~MS <br />SFCTION A-A (3) <br /> <br />-'w'j\lDO\; <br /> <br />'",]C-..... ---I <br /> <br />$-<:'<i <br />(SEE <br /> <br />.l\ <br />, <br />r:: \ ';)7 <br /> <br />\ ''''''. I SEALANT llE;TVSEN <br />\ ~ \,/l:>lDC-' FRAME <br />~ #9 X 1-112" ;(~L~ :'IN <br />.,. APPtNG SMS <br />SECTIO,'J A-A '4) <br />r 1 x 4 x JIB <br />h "UBE: MULLION <br /> <br /> <br />fii <br />:1 <br /> <br />~.\ <br /> <br />i <br /> <br />r :~~E~ ~L;r~l~N <br />rFl <br />II <br /> <br />!Dee S Y. ~ II <br />.,I..~lB n(?) \ : <br /> <br />=11 <br /> <br />l~OO Sri......, <br />JAMB I-yt)) \ <br /> <br />I <br />r......- 'S x .12 S€_' <br />.." "....PPi~G SHS <br />. ! <br />,p= <br /> <br />= <br /> <br />r~s x 112 SELF' <br />T~?PING S;M$ <br />,~ <br /> <br />! <br /> <br />: I <br />I <br /> <br />::_AZ!~:; CYP>_' <br />'SEE "S....ES) <br /> <br />J..I <br /> <br />~ <br />;0] <br /> <br />';J) <br /> <br />Iw ;:: g <br />Ia..'r--.:;~ <br />:~"Nr')1t) <br />II,) >-. ' <br />,~~~~ <br />I'" '" -' ~ <br />co g t: <br />I,~ -:t' E ~ <br />>.If) I..-..J <br />o v <br />;: 01i <br /> <br />::~c/:.'l. <br /> <br />~ <br />, <br />.------1~ <br />\ ~- SEAl;....T llEilw'EEN <br />"'---L. t/1NDC..... FRAME <br />~ "8 x: t-U2-.' ;~L~:CN <br />'" A,PPING S~1S <br />SECTION A A (6) <br /> <br />11 <br /> <br />F:~ -Y;>E '",,'iNDC\..! <br />c~AME A"B <br /> <br />'.lND.o'. <br />~€rG.i-Ir <br /> <br />lC; <br /> <br />\_ ........... S(At.,ANT Bn..s.tl-l <br />'--- .,lNDCIi "RA~F: <br />" ,IlIUlL lCN <br />- ~e ;( ~~1I2 S'ELr <br />i APP!NG $~S <br />SECTION A A (5) <br /> <br />I, <br />I:! ~n <br />!1Dw~ FIN "Y?E <br />::n.~~1 I i/I[ / '..'.L~DC'. PA."E <br />I' II"'~/ HL <br />:1 1i ~i <br />I :! l~==~nr: L~~6g~~B~;CC <br />I 'I ' O'HERS <br />I PERI"E 'ER I <br />j BY 8~~~~~~! ,~ 1/4' S~:" <br />: Ii ~ ~SPACE ~~x <br />~ W ~ r---- --------- ---L:. <br />INS"A~_"TIO~ A'KH:R ! [ill;> \ -. <br /> <br />#8 \.I.oOD SCRE\.I SHJ"", ~ JI II: \.--. s~;~ AS_ RE,)'J <br />STuCC.o OR L "l ,=.::.-_;::> \ 'SEE N.o ES> <br />S:DI~G BY-I I .' <br /> <br /> <br />C.0~~t~~~~8 SHE,,~H?G /J d~ !- \~: ""/('l":/';~'~;:':~~~'~:;:':~:':~ <br /> <br />BY - ~"LRS ~ 15- w':) BY \o/OGD ----.J. a in' ~_.~ ' tt~,-J.'1:"-i---~ <br />- ~ BY OTHERS ~ d ~ t, (, ., . ~~1Z ',:.,,' !O) <br /> <br />SECTiON ~-A i~' ~~t\\\}:~{,/~ <br /> <br />'" ,'."c:"" <br /> <br />~~I]D SCx[\J 24' ....... .....AX - ,,7e :JS,"" ....:;) <br /> <br />S~Ci or\) <br /> <br />8-B <br /> <br />" <br />...... . <br /> <br />\;6,:,_1 7' :J C ""'AX - L6 :>sr- T~ 70 ='SF ::: C <br />~.\~h.. ~O' CC \.lAX - "'"2 45 psr LP <br /> <br />IMPORTANT INFORMATION & GENERAL NOTES <br />Trese rotes a'e p'o'l,ded to ersu'e proper :csta:lat on of Flolida Extruders Milestone products and must be <br />fOIlO\h~d .:'!.;lJy <br /> <br />GE~ERAL INSTALLATION INSTRUCTIONS <br /> <br />TYpiCAL MULLION TO CONCREiE @ JAMS I DEI AiL B <br />.- l.000 P"; 1!lE:SIGNt~ r lCiCO P w'.lDESIGNER (APPLIES "'0 JAMB N"'IE~f ,. X 4" 1 <br />/ SlLL cry?) / SILL CTY?,) & 2" X 4" TL'BE MVlUO(\,S ARE USED) "'J <br />, .., ,. "J I r'I~'''''' \ <br />~;:; ~:c~i~~, ~II IJ r~U~E2"~L~~N I ~9Ng~~~~sCR 'ASCNRY~~I ZNS~:~C~~I~R~N;";:C:~~(';~~~A) <br />, \ I) ........--- EX"E:RNAl.. !o1VLdDN <br />I I { S[A..AN; Bt'" ....ti:N I I CNE B'( \,.IOOD I" INSTAl,-A'TrCN CUP <br />~ :l~CE~l1;NL.ANGES L...........- I B:JC:C: B'( O"'HERS i <br />I i <0 \: =:5) <br /> <br />S€Al'" "r~EE,I' ~ ,S , 3,4 SE ' I .a x 3/' SEer \ : \_ 'CLelCN <br />~H.IIlOV r~ANG(S '-- TAPPING SMSI. L1COO $H ~AfP!~G S-MS rOOO PVl/DEs:rGNE~ I <br />a. I-l("'L_IQN ~t~D $(~.yP) f-l[AD CTY~) I SILL eTYP,) ! \1 ! <br />r- ~i~t~~r F~~~~gN SECT ON A-A 1j SECTiON A-A (2) ~ /'B x 3/' SELF " <br />\ ~ "'L'LLlCN 1000 ? 1IID€.S:lGNtR T AtPP!NG S,~S I <br />\ r lOCO P \IID€SIGN(R r -v r 2 x 4 x 3./$ <br />\ SILL (nO) SILL (I P) ""JBE I<1ULLlON ! "0 ~ "- <br />\ I /:'B x 3,' S('er /'S' 3/4 S[L' )f'111 "" II / I ~'-- <br />n "'APP'l-iG SM$ II ""APP;I-.G SillS I' 2 7/r6 x ~/a I L <br />II " I' '27/,6' I,B r 'UiE MULLleN Ol I !I _ ! 1/" "IN, <br />\\ {'I~ i j '~BE MCCUJN Il~111 0]1 I SEALANT 3<"<[[N\ ' EMEEDMENT <br />\ I L ' if> III nBE~lC~LANGE I I' <br />I '''LANT BET vEE' .. <br /> <br />. 1;== ~ ~1~e2:T.;'CANGES I I!I ] ; i DUdlJJ <br /> <br /> <br />U ~'BX3/4SELC i, ~'SX364JiLr ~'SX3/4SELr <br />L lOCO SM. .APPING SMS '--1000 $H. "-APPIN S TAP?r~G S1-IS <br /> <br />St;A\..ANT fje:""t~:(AD ~~~~IG~ A-A : 3'i ;:;~)~~)A A ( 4) ~ia~D s(~'y:>) SECTION I;-'~ (7; <br />\- "'lNDCV rUIoNGES <br />\ &.. ~UlL1CN <br />\, r:OOO P'.IIDt$IGNER S(:i\lANT Btr-J(['1 <br />\ SILL eTYP) :j~ee~:~LANG(S l <br />, ^ /~3 X 3.14 SELr <br />\.1 "AP?i:~G $MS .{ X '/8 <br />I rJ', <br /> <br />\1ib I ," "ee]'" <br /> <br /> <br /> <br /> <br />J ~~8 X 3," S€\J <br />'----11::00 ~H '"APPING S~S <br />H(A,D q\'P) <br />SECTION A A (5) <br /> <br />1) S~iM AS REQ'D AT EACH INs-'"ALLATION ~NCHOR WITH LOAD BEARING SH1M. MAX, ALLOWABLE SHiM <br />STACK TO BE 1,14", APP'" Y A 8EAO OF VULKEM U6 ADHESrvE CAULK OR APPROVED EQUAL AT ~HE <br />FAS~i:NER _OCAno"! P'UOR -0 ;~SERTING THE SHIM TO ADHERE THE SrlIM TO THE SUBSTRA7E <br />A~D/OR W:NDDW FRA"E, "'vLL BEARI~G BETWEEN T"E SHIM, SUBSTRATE AND WINDOW FRAME ARE <br />REQU:RE), <br />2) USE SIllCO~2ED ACQ,YllC CAULK BEHI~u WINDOW FlN AT ~EAD, SILL 80. JA~1BS <br />3) uSE SILlCONlZED ACRvllC CAULK FOR PERI~^ETER SEAL AROUND EXTERIOR OF WI.~DOW FRAME. <br />~) \lrl\{~O\~ FR.A.ME ,'-;\ATERIAL, A\..UMINUM AUOY 6053, <br /> <br />[SEE S~EET 2 FOR CONTINUATION OF NOTES) <br /> <br />REV, DESCRIPTiON' DA IE I 11':! <br />B '~5~s~~O~~ZI;lE''i,"m ,llJ/:/83: ~v~ <br />IUSF .-\D'-'cS:\''[ CAuL", <br />:r-s....p..l _CCATON <br />, <br />C :~~~ ~~g ~g~ ~ AJ~8 :21 <br />':::iR~;itf::L~~T "A'L : <br /> <br />FLORIDA EXTRUDERS INTERNATIONAL, INC <br />2540 JEWETT LANE <br />CERTl8CA, ,)< ,ICTHeR'ZAnON '0, 9235 SANFORD FLORIDA <br />TITLE INSTA_LATiO'J JETAL. \1/#8 SCREwS OR NAILS <br />~ORZ SL,JI~~ ~IN WI~DDW ~ SERIES :000 <br />:'0 R~A DRAW>! BY BB i APPROVED BY: RJA <br /> <br />DATE: 2/: c/03 I SCALE N T S DWG, FLEXDD28 SHEET ! J, 2 <br /> <br />r <br /> <br />". "" IV(SIG~ER <br />;T ~p ) <br /> <br />~I./XJ ARY ?'A.E <br />,,"~~ ~\:O, '::I<,\/,. "'-"':'1::11:", ,,"EN i<::;>I..;~O, <br />~ -~ <br /> <br />APPUfS TO ~(.AD de SILL WH~R'E " x 4" <br />5c 2~ X C TUe::: MU'....dONS ARE vSEO <br /> <br />:1 <br />-J.,\-- <br />I: ,,~SH(AT~~t-;G <br /> <br />I ,/ ~ y <br />, <br /> <br />0??~, <br />( <br />'HI L.. A I <br />&1 <br /> <br />r ~:oo ';;,./ l'l'(s'G:-i~~ <br />SL_ (-;-vp) <br /> <br />r 1JOO P vi IDE-SIGNER <br />I SILL en?) <br />, r~a: x: 3/4 $(LF <br />I / i'APP!'lG SMS 1 x 4 x 3/6 <br />i'fflll '" Ii r "LE<: "ULUON <br /> <br /> <br />!L l. I i I <br />JI I ]1 : <br /> <br />SE~ OTHER SIDE (SHEET 2 OF 2) FeR <br />DESI~N PRESSURE CAPACITIES <br /> <br />( <br /> <br />I ;-!f8 X 3/4 SELF r,- 113 x 3_ 4 SE, ': <br />~' "PP,"G SHS ~I ~/ 'APPING S"S ' <br /> <br />IL L , <br />, lofJ!i~' <br />r 1 x :: x 1/8 /1 ~: x 2 :( 3/8 <br />A \ J ',BC "'OL_1CN ,C ,,I ",3€ "LUC,' <br /> <br />/ II J "S["...","~T 3(T....'EE~ j ml , <br />'~' .:<'0'< ".A"GES 'I <br />L " 'ClueN ~~L <br /> <br />\ -, I' i ~ I: <br />I I " <br /> <br />S~4.~I\i'<T )(,....ESj ~B X 3/4 SSlr I '''-IIS:( 3 4 :;EJ <br />:'~Ce~:'::'N-A"'GES \-I:CC SH i'AOP!,...G $.;$ \...._ L':CO Si"" ~A?';;!"G $IolS <br />C<lE"D (j"\"F~) '-<(AD (TrP) <br />,--- ~~~n~~~Ft~~'~~~N SECTION ,~-;.. 1<' SEC-I::N A-A /2 <br />\ I. "'UlllCN <br /> <br />I <br /> <br />[fE1 <br />>It,-..J::~ .../ ' I <br />~ ' <br />~ <br /> <br />.,i!" <br /> <br />~;1",- <br /> <br />I <br />I <br />! <br />. I,FLORIDA EXTRUDERSI~~~~'1~llW"LL~~ <br />, SA.N'FORD FLDRID" <br />,. ..- 'TITLE, SER, 1000/1500 FLANGE SHEET 1 OF 2 <br />HSRIZC~TAL MULLION SECTIONS <br /> <br />JCAIL ~ I <br /> <br />IfO'l,""e A. Blo.:<. P E <br />S46 B Hwy 27 <br />C1erlT'ont. FL 34 7 ~ , <br />FL LIcer-se No. 52583 <br /> <br />~ <br />V1EWED FROM EX!::RJOR <br /> <br />1" <br /> <br />tt'l I' ~ INsrAlLA"-l:;!N A,,'>.ICkO~ ..8 I<IQOO <br />\ ; /" S::~E"" (TYP) <br /> <br />J' I ~- EXT(;<NAl ~ULLlCN <br />, ../" 1!><'SIAI..:"'A~ION ell?" <br />";"1v'C BY ,.Icor I I : "\ <br />3',C< B' :'rl[RS 1'1 i -!J \.. <br /> <br />m'l 1 ,I _"ULeiO" <br />P"'/2($!:::i~~ I <br />...';'y~) I I I &~ ----"'....^"~ <br /> <br />-~~O~J2~\JF --~ i il I illUAlLO>i:-~Y~ <br />/-;.:t '''~U3!:~" 'i>..L I \r( L- "W <br />II i L ! # !f <br />, , ~, II <br />I _J !' :/B" "iN II' , <br />I ...- E~BEDM(NT .E~ <br />I ,1e:{~E:O ~OM EX"1'€R10R <br /> <br />~ <br /> <br />~!l8 )( 3/4 S(l...f' <br />'----lOCO S 1-/, .. A?P!NG 5MS <br />HEAD <T(? > <br />SECTION A-A (6) <br /> <br />",\-" <br /> <br />-~ <br /> <br />, <br />, <br />. ". i'if! (' :.'.:.: lDRAWN BY, MSH <br />"f~ ,7:.,:<:;'.: IDATE; I 2/1 /03 <br /> <br />] APPROVED BY. I. A B <br />SCALE, NTS IDW~,.. 1 HHFlG <br /> <br />::~~: " <br /> <br />r lOCO P IV'IDESl::;N(R ,...-- :::00 ?.... /-:;n:::;'--i:::=<: <br />I SILL .ff>) " SIll ("'y:>) ~ <br />I /il9 x 3 <4 SC'- ! r ~a :<: )/4 S(I.~ 1 <br />r TA??I"-G $)"$ II TAOP;...C, SolS I <br />IL r.X2~.5;(18 I~I :(2"'16X~3B~" I <br />\ ij'S"I1l. :nil! I "'1,.J3€ "l.U IN I~ :;r I~ '"_II:: '"_l_TS!'< r <br />\ /\= ~ SEA-4....H <br />\ l' ' , /. I" 9""'''';\ I <br />! ' OUL'" """" / i vi "OCk '-,,'G' , <br />\ I'~" .......!!CV~_,$,,.,Gts\ ~ !:'J.A..)~ <br />'''L.lI..J:~ -LI I <br /> <br /> <br />-L '8 x 31' seer ~ ',-- '. x 3" SEer <br />'- ~OCO $ H. :APf1lNG S~S _ ~A?P:t..G $/01$ <br />...!Ei\D O"P) <br />r- :~~~~~,. FI~~~~~N ~C-ION A-:L{JJ <br />\ ~ ~\":lUCN <br /> <br />"Ii <br /> <br />S~CT'OI\~ A- ~\ ( 4 J <br /> <br />~~1 t=-1 <br />,~ <br /> <br />~ !fax 3/4 SE,-F <br />iA.PO,~G SM$ <br />SECT'O'; <br /> <br />~ <br /> <br />VCl'(S '11) "'tAD &: S,L.:. Wt<ERE I' X 2' <br /><50: " X 2 71' 6" ll8E: hlULUCl"S ,lR( iJSEO <br />M'~=~--r?r~t <br />'~~~':Q' >kC'" <br />-e "COO selic" <br />\ \ ----..(:;;z, C..:P <br /> <br />I . <br />I I 11/9"MLN, <br />-1 I ~"''9e:J)''€:N-i <br /> <br />A-A <br /> <br />(7) i <br /> <br />",- s~rt~ ~:(~~ES!G.''l[R ~~~D~~T ~~~1~nN ! ~~~~ ~T"'"\";;)>€S]:NE~ <br />I /- ~3 X 3/4 S[) ~vlLlCM -I , /1J6 x 3 4 SEJ <br />.. ~ TAPP','G S"$ I n 'APDr'G $"S <br />I I r 1 ;( 4 X ,,/6 : II r: ( 4 X 3 '6 I <br />, ,cn~"11 ".'0 "LLUD' t,f1)~I1r "'ii ' '_FE ".lUJN I <br />\' I i I I I ~ I <br />\(1 ,- , I I. L' I <br /> <br />'\. pl)~ -~; IPtJ, : ! <br />- : --~,!, <br />i I~ ,,-' : <br /> <br />I IISX3,4SE:U" IJ \--.~a^3'4SE_;-: <br />'-1)0(: s,.. "'APP!NG S"'lS \'--IG'JC S," -:,,::>p;-.c S'1$ <br />HtAD (Tv?) i-IE:AD OY?) <br />SEC~ION A A (5) SFc-,O~ A-A, 6' <br /> <br />:vn S K <br />H(A:; ''"rP) <br /> <br />t'<:'t~e A 9 QC.~. ;:> E <br />548 3 '-'''f 27 <br />:: oe'......~('l ""l .j4 7' , <br />.~ ~C4-~-EI ',c. 5258J <br /> <br />.I~'V/ <br />~) ~~:\;, ~~13: <br /> <br />\ ~1~5!;,i~l "'>t\)'::- <br /> <br />I FLORIDA EXTRUDERS I1~~~N1~W'J;~i <br />I SANFDRD FLORIDA <br />TITLE'SE R : OOJ/: 500 FLANGE SHEET I OF 2 <br />I /ERTICA~ HULLIDN I~TJ HORIZONTA~ <br />I <br />I SEE GTHER S I DE (SHEET 2 OF 2) FOR <br />I DESIGN PRESSURE CAPACITIES <br />IDRAWN BY, ;~SH I APPROVED BY' WAE <br />!DATE: 12/ 1/03 iscAU:. NTS DWO 1 VI'!HMFLG <br /> <br />,,,tl'"". 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