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<br />CAUlK BETVEEN~ {-ONE BY VOOD <br />VOOD BUCK So .11':: \ BUCK BY OTHtRS <br />MASONRY OPENING ,..... SHIH AS REO'D I BUCK <br />BY OTHERS :r-: <br />. (SEE NOTES) INSTALLATION ANCHOR VIDTH <br />~CAl.A.K BETVEEN VINDOV.., r 3/16' DIA. CONCRETE ONE BY ....OOD~~ <br />fLANGE So VOOD BUCK \ / SCRE'" ANCHOR BUCK BY OTHERS <br />~ . '. /, I GLAZING <TVP, ~ <br />CONCRETE OR ~. A.... 1/'!' HI" SEE NOTES) <br />MASONRY OPENING. .. . t.L' . 1 .. ,.. <br />BY OTHERS .. ~.- : . :. 6-EMBEDMENT,.., <br />. .., '. ,. '. :...--L <br />. ..:.... ..,., ~t.-- 1/4' SHIH <br />. ~ J 1.....---'1' ~ [SPACE MAX. <br /> <br />EXTERIOR 7' ., f--, <br />fINISH BY 'J "- <br />OTHERS J "- <br />PERIMETER CALU<.J <br />BY OTHERS <br /> <br />EXTERIlf <br /> <br />fLANGE TYPE <br />....INDO'" fRAME <br />JAMB <br /> <br />fLANGE TYPE <br />....INDO'" fR"yME <br />HEADER <br />GLAz[NG <TYP. <br />SEE NOTES) <br /> <br />PERIHe:rE~ CAULK <br />BY OTHER,S <br /> <br />BUCK <br />HEIGHT <br /> <br />EXTERIOR <br /> <br />IJINDOIJ <br />HEIGHT <br /> <br />fLANGE TYPE <br />....INDO'" fRAME <br />SILL <br /> <br />/ilD <br />FIT <br /> <br />~ <br /> <br />I SILL STOOL <br />BY OTHERS <br /> <br />. L1 \J~ ~ <br /> <br />,~ <br /> <br />'6. <br /> <br />'. ..~ <br />J\ <br />.CA~' BE'WEEN . PRECAST SR.L <br />....INDO'" fLANGE BY OTHERS <br />So PRECAST SILL <br /> <br />,. PERIMETER CAULK <br />BY OTHERS <br /> <br />SECTION A-A <br /> <br />.....CAULK BET....EEN <br />IJOOD BUCK So GLAZING <TYP. <br />MASONRY OPENING SEE NOTES) <br />BY OTHERS <br />INST ALLA TION ANCHOR <br />3i16' DIA. CONCRETE <br />SeREIJ ANCHOR <br />.. >:CONCRETE OR : <br />'. A . ..... . MASONRY DPENI1G <br />.' : ~.. BY OTHERS <br />j ..;. :..l:i <br /> <br />.. ..... . ~.: 1"--....... P" 1/4' MAX. <br />. . .;.... . l' ......---- 1:::::::= SHIH SPAcil <br /> <br />7'l~ 'it. .Aft!' <br />EXTERIOR ~ = <br />FINISH BY ~ ~ <br />OTHERS ~ <br /> <br />PERIMETER CAULK ;::::= <br />BY OTHERS " <br /> <br />ONE BY ....000 -. <br />BUCK BY OTHERS' <br /> <br />CAULK BETVEEN IJINDIl'J-. <br />fLANGE So VOOD BUCK <br /> <br />1 111, MIN. <br />EMBEDMENT <br />J <br /> <br />~ <br /> <br />.... ~ . <br /> <br />SHIH AS REQ'D <br />(SEE NOTES) <br /> <br />....INDO'" fRAME: <br />HEADER <br /> <br />"'INDO'" <br />HEIGHT IJINDO'" fRAM <br />SILL <br /> <br />EXTERIOR <br /> <br />BUCK <br />HEIGHT <br /> <br />GLAZING <TYP. <br />SEE NOTES) <br /> <br />PERIMETER CAULK <br />BY OTHERS <br /> <br />~~~~ <br /> <br />SILL STOOl. <br />BY OTHERS <br /> <br />~ <br /> <br />~ <br />6. <br /> <br />Q IJU <br /> <br />\~/ <br />. .~ . <br /> <br />'L mCAST SILL <br />BY OTHERS <br /> <br />-- <br /> <br />CAULK BETlJEEN <br />....INDO'" fLANGE <br />So PRECAST SILL <br /> <br />SECTION <br /> <br />A-A <br /> <br />~ " <br />I) 3/16' DIA CONCRETE SCRE'" ANCHORS HUST BE Of SUffICIENT LENGTH TO ACHIEVE M~N. <br />EMBEDMENT or 1 1/4' INTO MASONRY OR CONCRETE. ' <br />SUBSTRATE AT LOCATIONS SHOVN ON CHART. <br />2) SEE ELEVATION fOR KEY TO REQ'D. ANCHOR LOCATIONS. INSTALl. 18 SCREVS Of' SUfrrCIENT <br />LENGTH TO PROVIDE 3/4' HIN. EMIlEDMENT INTO ....000 BUCK AT All. OTHER fACTORY <br />-, APPLIED INSTAlLATIlJ'l HOLES, , <br />"'3) If EXACT VINDOV SIZE: IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LIsn;D <br />. ....ITH NEXT LARGER SIZE, f'llR THE APPROPRlATE DESIGN PRESSURE REQ'D. <br /> <br />I <br /> <br />I' <br /> <br />r.-1/4' MAX. SHIH SPACE <br /> <br />"" <br />n~ <br />~~j <br /> <br />I <br /> <br />, I, . <br />':' ", ':", :.:.' -/INSTALLAT, ION ANCHOR <br />. . '. .... 3/16' DIA. CONCRETE <br />: ~. ;' _~.. SCREV ANCHOR <br />'... '/.. CAULK BETVEEN <br />..,~. 'i ....OOD BUCK So <br /><\ .' MAS'Y DPENINCi <br />. ,. . '.: BY OTHtRS <br /> <br />1 1/4' HIN. <br />EMBEDMENT <br /> <br />-'~ <br /> <br />\01 INDO'" <br />....IDTH <br /> <br />- '. ,<\.' . -SHIH AS REQ'D <br />~::;:~ (SEE NOTES) <br />:'.t': :~.. CAUlK BETVEEN <br />....INDOIJ fLANGE <br />IJOOD BUCK <br />CONCRETE OR <br />EXTERIOR MASONRY OPENING <br />rINISH BY OTHERS <br />BY OTHERS <br /> <br />SECTION B-B <br /> <br />D <br /> <br />[A \.JINDO'w' -:1 <br />A~H, <br />A C <br />E <br />" <br />B B <br /> <br />11/I <br /> <br />'w'INDO\.J <br />HGT, F - <br /> <br />G <br /> <br />11/I <br /> <br />H <br /> <br />~ I <br /> <br />INSTAlLATION <br />ANCHOR <TYP.) <br /> <br />A-- <br />ELEVATION <br />VIEWED FROM EXTERIOR <br /> <br />, I <br /> <br />COMPARATIVE ANALYSIS ~ TAPCON ANCHOR LOCATION CHART <br />WINDOW DESIGN PRESSURE T APCON ANCHOR <br />SIZE (INCHES) CAPACITY IN PSF LOCATIONS <br />....IDTH/HEIGHT COLONIAL 1/1 "'INDO\lS <br />POS NEG POS NEG <br />50 -99 50 -209 <br />00 -79 00 -209 <br />50 -59 50 -164 <br />~ =~ ~ :H~ <br />50 -6& 50 -200 <br />50 -55 50 -1~1 <br />47 -47 50 -115 <br />~~ -39 50 -91 <br />...... -,,-,, 50 - 75 <br />50 -58 50 -167 <br />47 -47 50 -130 <br />41 -41 50 -98 <br />35 -35 50 -81 <br />35 -35 50 -67 <br />00 -~~ ~ -1~1 <br />37 -37 50 -99 <br />35 -35 50 -80 <br />35 -35 50 -72 <br />35 -35 50 -~7 <br />35 -35 50 -58 <br />~ -45 ~ -s~ <br />35 -35 '^' -62 <br />35 -35 50 -51 <br />35 -35 47 -47 <br />35 -35 44 -44 <br />35 -35 40 -4<) <br /> <br />HEAD <br /> <br />JAMBS <br /> <br />SHEA THING <br />BY OTHERS <br /> <br />CAULK BEHIND fIN <br />VINOO'" 'IRAP <br />BY OTHERS <br /> <br />l' MIN. <br />EMBEDMENT <br /> <br />19 t/8 X 26 <br />19 1/8 X 38 3/8 <br />19 1/8 X 50 S/8 <br />19 t/8 X 63 <br />19 t'/8 X 76 <br />21S !12 X ,~O <br />26 1/2 X 38 3/8 <br />26 1/2 X 50 S/8 <br />26 1/2 X 63 <br />26 1/2 X 76 <br />30 1/2 X 26 <br />30 1/2 X 38 3/8 <br />30 1/2 X 50 5/8 <br />30 1/2 X 63 <br />30 in x 76 <br />37 X _41:0 <br />37 X 38 3/8 <br />37 X 50 5/8 <br />37 X 57 3/4 <br />37 X 63 <br />37 X 76 <br />53 1/8 X 25 <br />53 1/8 X 38 3/8 <br />53 t/8 X 50 5/8 <br />53 1/8 X 57 3/4 <br />53 t/8 X 63 <br />53 1/8 X 76 <br /> <br />A,C <br />A.C <br />A,C <br />A,e <br />AC <br />A,e <br />A,e <br />A.e <br />A,e <br />Ae <br />A,e <br />A,C <br />A,C <br />A,e <br />A,e <br />A,e <br />A,C <br />A,e <br />A,C <br />A,e <br />A,C <br />A,e <br />A,C <br />A,C <br />A,e <br />A,C <br />A,e <br /> <br />F,G,H.I <br />F,G,H,I <br />M.H.I <br />D.E.F.O.H.1 <br />DEFGHI <br />F.G,H.I <br />f.G,H,1 <br />f,G,H.1 <br />M.H.I <br />FGHt <br />f.G.H.1 <br />F.G.H.' <br />F,G,H,' <br />f,G,H,t <br />f,G-H.1 <br />F,G,H,I <br />F,G,H.t <br />f.G.H,t <br />f,G,H.t <br />f,G,H,t <br />f,G.H,1 <br />F,G,H,I <br />F,G,H.I <br />f,G.H.1 <br />f,G.H.1 <br />f.G.H.1 <br />F,G,H,I <br /> <br />EXTER~ . <br />fINISH . <br />BY OTHERS . <br /> <br />~ <br /> <br />PER""'" J! "'- <br />CAULK BY <br />OTHERS <br /> <br />fIN fRAME <br />HEADER <br /> <br />EXTERIOR <br /> <br />"'INDO'" <br />HEIGHT <br /> <br />GLAZING ~ <br /><SEE NOTES) <br /> <br />WIt! <br />1> 3/16' DIA. CONCRETE SCRE'" ANCHOR MUST BE Of' SUffICIENT LENGTH TO ACHIEVE MIN. <br />EMBEDMENT Of' 1 1/4' INTO MASONRY OR CONCRETE. <br />2> SEE ELEVATION fOR KEY TO REQ'D. TAPCON LOCATIONS. INSTAlL ItS SCREVS [Jf' <br />SUFfICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO ....OOD BUCK AT ALL OTHER <br />fACTORY APPlIED INSTALLATION HOLES. <br />3) IF EXACT VINDIl'J SIZE IS NOT LISTED IN AI;lCHOR CHART, USE ANCHOR QUANTITY LISTED <br />VITH NOT lARGER SIZE, fOR THE APPROPRIATE DESIGN PRESSURE REQ'D. , <br />4) SHIM AS REO'O. AT EACH INSTALU,TION ANCHOR WITH LOAD BEAAlNG SIM. MAX. ALLOWABLE <br />SHIM STACK TO BE 1/4". ' <br />5) WINDOW fRAME t.lATERIAl: ALUMINUM ALlOY 6063. <br />6) USE U,TEX CAULK BEHIND WINDOW rw<<1E AT HEAD Be JAMBS. Sill MUST BE <br />ATTACHED TO THE SUBSTRATE WITH WU<EM 116 ADHESIVE CAULK OR APPROVED EQUAL <br />7) APPtXATlON OF WLKIM 116 ADHESIVE CAULK AT fRAME SilL MUST COMPlY WITH SEAlANT <br />IMNUfACTlJRER'S RECOMMENDATIONS. <br />8) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW F1..ANGE, <br />9) GLASS THICKNESS IMY VAR'( PER THE REQlJIREMENTS Of ASTM E1300 GlASS CHARTS. <br /> <br />JACOBSON WINDOW CO. <br />TAMPA, FLORIDA <br />TlTW SERIES 1000 SINGLE HUNG FLANGE \.JINDO'w' <br />INSTALLATION DETAILS IN MASONRY <br />ENGlNttll'MANUEL MARTINEZ DRIt BB IDATEl 01/04/02 <br />DISCIPUNEl CIVIL SCAlE. N,T,S. DVci. to J\Jcoooa <br />f'L REG. to 47182 REV, LETTtlls Sl-af. 1, or 1 <br /> <br />fIN fRAME SILL I <br /> <br />~ <br /> <br />, <br /> <br />PERIMETER CAULK <br />BY OTHERS <br />EXTERIOR <br />fINISH BY <br />OTHERS <br />....INDO'" "'RAP <br />BY OTHERS <br /> <br />~ <br /> <br />CAULK BEHIND FIN <br /> <br />SHEA THING <br />BY OTHERS <br /> <br />TVO BY VODD <br />BY OTHERS <br /> <br />INSTALLATION ANCHOR <br />liS SCRE'" <TYP.) <br /> <br />BUCK <br />HEIGHT <br /> <br />/)1iJ <br />r=w <br /> <br />~~~ -~SI,LLSTOOl <br /> <br />BY OTHERS <br /> <br />~ T"'O BY ....OOD <br />BY OTHERS <br /> <br />INSTAlLATION ANC~ <br />18 SCREV <TYP.) <br /> <br />I' MIN. <br />EMBEDMENT <br /> <br />SECTION A-A <br /> <br />~AAElI BY' PlIlIDUCT , N'l'UCATICN D<<ilKElllHll. IHC. ~ IHTtRMATlrIW. 81."'- SUlTt~, HtAntlllV. FUlIllllo\ 327>16 PIOIt 4" 88S-036S fAll 417 805-1366 <br /> <br />1 1/4' MIN. <br />--- BUCK ....IDTH EMBEDMENT <br />114' MAX. r <br />S~H~SPACE' ~:CAULK BETVEEN <br />SHIM AS REQ'D ....OOD BUCK S. <br />(SEE NOTES) i .:: .'..~.? '. ~S~YT~r:INCi <br /> <br />E 'r--V'-'4: ~~NSTALLATION ANCHOR <br />IlIZ11t. 11\ ) , \,....;:.- . 3/16' DIA. CONCRETE <br />SCRE"" ANCHOR <br />'" I~ -' ^: '. ,... ONE BY VOOD <br />. BUCK BY OTHERS <br />, . <br />" <br />. . <br />. '" . _ CAULK BETVEEN <br />EXTERIOR '. r . ....INDO'" fLANGE <br />VINDO.... f ' J ~ ';. .'.~. So ....OOD BUCK <br />JAMB ' I<f\Mt::'" . , _ '. ..C\. '. "'- CONCRETE <br />.' . . DR MASONRY <br />PERIMETER CAULK. , OPENING <br />BY OTHERS BY OTHERS <br /> <br />.. <br /> <br />....INDO'" VIDTH <br /> <br />EXTERIOR <br />FINISH BY <br />OTHERS <br /> <br />SECTION <br /> <br />B-B <br /> <br />t-- \oIIN:::DTH --I <br />I ~ B 9 C I <br /> <br />r <br /> <br />I <br /> <br />I <br /> <br />J <br /> <br />K <br />G <br /> <br />fj <br /> <br />fj' <br />B <br /> <br />"'INOO'" <br />HEIGHT <br />l <br /> <br />L <br />H B <br /> <br />I <br />A ---..J <br />XO & OX ELEVATION <br />VIEWED FROM EXTERIOR <br /> <br />e: <br /> <br />f <br /> <br />r.- ....IN,DO'" ....IDTH -:1 <br />A~ <br />A B D ~ <br /> <br />1-' <br /> <br />. <br /> <br />r <br /> <br />J <br /> <br />G <br /> <br />fj <br /> <br />fj <br /> <br />A <br />//~ <br /> <br />t <br /> <br />H , <br />B <br /> <br />IJINDO'" <br />HEIGHT <br /> <br />E <br /> <br />f <br /> <br />A ...... <br />ELEVATION <br />VIEWED FROM EXTERIOR <br /> <br />COMPARATIVE ANALYSIS ~ TAPCON ANCHOR LOCATION CHART <br />WINDOW' DESIGN PRESSURE T APCON ANCHOR <br />SIZE (INCHES) CAPACITY IN PSF LOCATIONS <br />"'IDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS <br />26 t/2 X 26 30 206 A,C E,F.G.H <br />26 1/2 X 38 3/8 30 125 A,C E.F.O.H <br />26 '/2 X 50 5/8 30 90 A,C E.f.O.H <br />26 t/2 X 63 30 71 A,C E,F.G,H <br />31, X _~IS 30 164 A,C E.F.O.H <br />37 X 38 3/8 30 98 A,c E.F.G.H <br />37 X 50 5/8 30 69 A,C ~.F.G.H <br />37 X 153 30 53 A,C t..f G H <br />03 y~ X ,;':0 ~ 111 A,C E,f,G.H <br />53 1/S X 38 3/8 30 74 A.C E,F.G.H <br />53 1/8 X 50 5/8 30 52 A,C ~,~.~.~ <br />53 I/S X 63 30 Ui A.e ....".. <br />25 X 25 30 209 A,C E.F.O.H <br />25 X 37 30 137 A,C E,f,G,H.I.J <br />25 X 49 30 99 A,C E,F.G.H,I,J,K.L <br />25 X 151 :~ n A,C ErGHIJKL <br />~! X ~~ 30 172 A,C E.F.G,H <br />37 X 37 30 103 A,C E,f.G.H <br />37 X 49 30 72 A,C ~Ff"~'~ <br />37 X 61 30 ~" A,C H,U,I1 <br />..~ X ~~ 30 126 A,e E,F.G.H <br />49 X 37 30 82 A,C E,F,G,H <br />49 X 49 30 59 A,C ~,ff.,~.HH <br />49 X 61 30 44 A,C t..I'.v. <br />61 X 25 30 99 A,C E,f,G,H <br />61 X 37 30 69 A,e E,f,G,H <br />61 X 49 30 50 A,e ~.F.G.H <br />61 x 61 30 38 A,C t..fGH <br />H ~ ~~ ~ 86~21 AA",CC E,F,O,H <br />'^' E,f.G,H <br />73 X 49 30 47 A,C E.f.G.H <br />73 X 151 VI 34 A,C E.FO H <br />73 X 25 30 125 A,B,C E,f.G.H <br />73 X 37 30 81 A,B,C E.f.G,H <br />73 X 49 30 55 ~,BB'~ E,f,G,H - <br />73 X 61 30 42 A, 1.1: E,f,G,H <br />~? x ~~ 30 10~ A,B,C E,f,G.H <br />85 X 37 30 73 A,B,e E.F.G.H <br />85 X 49 30 50 A,B,C ~.FF.'~'~ <br />85 X 61 30 37 ABC "".11 <br />aT X 20 30 92 AiC, E,F.G.H <br />97 X 37 30 65 A,B,C E.F.G.H <br />97 X 49 30 47 A,B,C E.f.G.H <br />97 X 61 .Vi 34 A B,C E.F.G.H <br />1~ lC ~~ 30 81A,e' E.F.O.H <br />109 X 37 30 60 A,C, E,F.O.H <br />1~ ~ ~~ ~ ~~ lIP,. ~,~,g,~ <br /> <br />,.. )( ~o 30 118 A,B,C E.f,G,H <br />74 X 38 3/8 30 77 A,B,C E,f,G.H <br />74 X 50 5/8 30 ~~ A,B,e E.f,G.H <br />74 X s:f 30 4<J A,B e E.f G.H <br />111 )( ~o 30 77 A,B,C E.f.lJ.H <br />111 X 38 3/8 30 58 A,B.C E.F,O.H <br />t11 X 50 5/8 30 42 A,C E.f.G,H <br />111 X 63' 30 30 A.B.C E.f,O,H <br /> <br />!O~~ ~"3/8 ~ gJ AA~l ~~:g:~ <br />106 X 50 5/8 30 !~ A,B,C ~F.G,H <br />1M X 63' 30 .\1 A,B.e I'.fGH <br /> <br />CALL <br />SIZES <br /> <br />32/2 XO &: OX <br />33/2 XO &: OX <br />34/2 XO &: OX <br />35/2 XO &: OX <br /> <br />~~ ~g t g~ <br />24 XO &: OX <br />25 XO &: OX <br />~~ ~g: g~ <br />34 XO '" OX <br />35 XO '" OX <br />21~1 XO '" OX <br />2131 XO &: OX <br />2141 XO '" OX <br />21~1 XO &: OX <br />31~1 XO &: OX <br />3131 XO 8c OX <br />3141 XO 8c OX <br />31~1 XO 8c OX <br />:m ~g: g~ <br /> <br />4141 XO Be OX <br />4151 XO Be OX <br />5121 XO Be OX <br />5131 XO Be OX <br />5141 XO Be ox <br />5151 XO Be OX <br />5121 XO &: OX <br />6131XO &: OX <br />6141 XO &: OX <br />111~1 XO &: OX <br />61~1-P XOx <br />6131-P XOX <br />6141-P XOX <br />6151-P XOX <br />7121-P XOX <br />7131-P XOX <br />7141-P XOX <br />7151-P XOX <br />a121-P XoX <br />8131-P XOX <br />8141-P XOX <br />8151-P XOX <br />9121-P XOX <br />9131-P XOX <br /> <br />~W=~ ~~~ <br />D~~-P XOX <br />D23-P XOX <br />D24-P XOX <br />D25-P XOX <br />H~:~ ~~~ <br />T24-P XOX <br />T25-P XOX <br />~~~=~ ~g~ <br />D34-P XOX <br />D35-P XOX <br /> <br />GENERAL NOTES: <br />1) SHIM I>S REQ'O. AT EACH INSTALLATION ANCHOR MAX. ALLOWABLE SHIM STACK TO BE 1/4". <br />2) WINDOW FRAME MATERIAL: ALUMINUM AlLOY 6063. <br />3) USE LATEX CAULK BEHIND WINDOW f'L6.NGt AT HEAD &: JAMBS. SILL MUST BE <br />ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAl. <br />4) APPUCATION OF VULKIM 111$ ADHESIVE CAULK AT fRAME SILL MUST COMPLY WITH SEAlANT <br />MANUfACTURER'S RECOMMENDATIONS. <br />5) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW flANGE. <br />6) cu.sS THICKNESS MAY VAR'( PER THE REQUIREMENTS OF ASThI EI300 GlASS CHARTS. <br /> <br />JACOBSON WINDOW CO. <br />TAMPA, FLORIDA <br /> <br />Tl'I'U:I SERIES 2000 HORIZONAL ROLLER \.JINDO'w' <br />OX / XX ~ XOX FLANGE INSTALLATION DRA\.JING <br />ENG1t€EIb MANUEL MARTINEZ om BB DATCo 1/019/02 <br />DISCIPLINE) CIVIL SCAltl N. T,S, VVG. to J\JC0010 <br />f'L REG. to 47182 REV, LtTTtRl SlUlI 1 Of 1 <br /> <br />Pl<EI'AAElI tv, PRlIDUtT , APl'lItATlDIICHl;INttlUlIlI. IHC. est INltRNATID'OIl. Lila, $\.lITe ese, fLIITHlIIV. FLDRlllA 321... _ 407~' fAX 401'805-0366 <br /> <br />l' MIN. <br />EMBEDMENT <br />CAULK BEHIND fIN <br /> <br />EXTERIOR~~ <br />fINISH BY <br />OTHERS <br /> <br />~~R~~~ CAULK~" '. .. <br /> <br />~. 'lfi <br /> <br />= <br /> <br /> <br /> <br />~~ <br /> <br />fIN fRAME <br />HEADER <br /> <br />EXTERIOR <br /> <br />IJINOOIJ <br />HEIGHT <br /> <br />, <br /> <br />r- SHEA THING <br />/ BY OTHERS <br />V [INSTALLATIlJ'l ANCHOR <br />118 SCRE'" (TYP,) <br />.- TVO BY VOOD <br />~ BY OTHERS <br /> <br />"'" II ..--SHIH AS REQ'D. <br />&>\1/ V (SE( NOTES) <br />114' MAX. <br />/.. JSHIH SPACE <br /> <br />" ~>"''''':'':'.~ <br /> <br />-BUCK VIDTH <br /> <br />SHIH AS REQ'D. <br />($EE NOTES) <br /> <br />fIN TYPE <br />fRAME JAMB <br /> <br />GlAZING <br />(SEE NOTES) <br /> <br />~ <br />~ <br /> <br />_,1/4' SHIH <br />SPACE MAX. <br /> <br />INSTAlLATION ANCHOR <br />itS SCRE'" <TYP,) <br /> <br />r T....O BY 'JOOD <br />I. BY OTHERS <br /> <br />/ \ <br /> <br /> <br />!O> <br /> <br />l' MIN. <br />'-- EMBEDMENT <br /> <br />[5! <br /> <br />.. <br /> <br />SHEA THING <br />BY OTHERS <br /> <br />\~C.AUl.K BEHIND FIN <br />. \ '(... \oIINDO'" VRAP <br />BY OTHERS <br />EXTERIOR fINISH <br />BY OTHERS <br />PERIMETER CAULK <br />BY OTHERS <br /> <br />SECTION B- B <br /> <br />-----\-I I N DO 'w' \.J T H.- <br />A-. <br /> <br />o 0 0 <br /> <br />o <br /> <br />Lo <br /> <br />/I) <br />1# <br /> <br />24' O,C. <br />MAX, (TYP,) <br /> <br />\JINDO\J r 0 <br />HGT, <br /> <br />o <br /> <br />o <br /> <br />o <br />o <br /># <br /> <br />o <br /> <br />INSTAlLATION J <br />ANCHOR <TYP.> <br /> <br />o 0 <br />o <br /> <br />, <br />B <br /> <br />, <br />o B <br /> <br />o <br /> <br />EQUALLY SPACE <br />ANCHORS (TYP.> <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />o <br />0' <br /> <br />o <br /> <br />6' MAX. (TYP,) <br /> <br />I r <br /> <br />I- 6' MAX. (TVP.> <br /> <br />~. <br /> <br />CALI. <br />SIZE <br /> <br />12 <br />13 <br />14 <br />l~ <br />32/2 <br />33/2 <br />34/2 <br />35/2 <br />36/2 <br />~~=~ <br />30-4 <br />30-5 <br />~a-Ii <br />22 <br />23 <br />24 <br />2VE <br />25 <br />26 <br />~~ <br />34 <br />3VE <br />35 <br />36 <br /> <br />COMPARATIVE <br /> <br />V INDO"" <br />SIZE <br />IN INCHES <br /> <br />19-1/8 X 26 <br />19-1/8 X 38-3/8 <br />19-1/8 X 50-5/8 <br />It}~~ ~ ~2 <br />26-1/2 X 26 <br />26-1/2 X 38-318 <br />26-1/2 X 50-518 <br />26-1/2 X 63 <br />26-1/2 X 16 <br />,;Ju-1I2 ~ _ co <br />30-1/2 X 38-3/8 <br />30-112 X 50-5/8 <br />30-1/2 X 63 <br />~O-II;::> l( u.. <br />37 X 26 <br />37 X 38-3/8 <br />37 X 50-518 <br />37 X 51-3/4 <br />37 X 63 <br />31 X 76 <br />53~t;J/~ ~8~~/S <br />53-1/8 X 50-5/S <br />53-118 X 57-3/4 <br />53-1/8 X 63 <br />53-liS X 76 <br /> <br />ANAL YSIS <br />DESIGN <br />PRESSURE <br />CAPACITY <br />IN PSF <br />COlONIAL <br /> <br />POS, S. NEG. <br /> <br />AND ANCHOR CHART <br />DESIGN <br />PRESSURE <br />CAPACITY <br />IN PSf <br />111 <br /> <br />POS, I!c NEG. <br /> <br />MIN. QUANTI TY <br />Of la SCREV <br />ANCHORS <br /> <br />50 <br />50 <br />50 <br />~~ <br />50 <br />50 <br />47 <br />39 <br />35 <br />ou <br />47 <br />41 <br />~~ <br />50 <br />37 <br />35 <br />35 <br />35 <br />35 <br />45 <br />35 <br />35 <br />35 <br />35 <br />35 <br /> <br />-99 <br />-78 <br />-59 <br />-45 <br />_"l'" <br />-66 <br />-55 <br />-47 <br />-39 <br />-35 <br />-59 <br />-47 <br />-41 <br />-35 <br />-~5 <br />-52 <br />-37 <br />-35 <br />-35 <br />-35 <br />-35 <br />-4!? <br />-35 <br />-35 <br />-35 <br />-35 <br />-35 <br /> <br />50 <br />50 <br />50 <br />~ <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />~ <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />~~ <br />50 <br />47 <br />44 <br />40 <br /> <br />-209 <br />-209 <br />-165 <br />-132 <br />-li:1 <br />-200 <br />-151 <br />-U5 <br />-91 <br />-75 <br />-167 <br />-130 <br />-98 <br />-81 <br />-67 <br />-131 <br />-99 <br />-80 <br />-72 <br />-67 <br />-58 <br />=~~ <br />-51 <br />-47 <br />-44 <br />-40 <br /> <br />HEAD/SILL <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />c <br />2 <br />2 <br />2 <br />2 <br />;J <br />3 <br />3 <br />3 <br />3 <br />3 <br />~ <br />3 <br />3 <br />3 <br />3 <br /> <br />@ EA. JAHB <br />2 <br />3 <br />3 <br />4 <br />4 <br />2 <br />2 <br />3 <br />4 <br />4 <br />~ <br />3 <br />4 <br />4 <br />2 <br />2 <br />3 <br />3 <br />4 <br />4 <br />c <br />2 <br />3 <br />3 <br />4 <br />4 <br /> <br />WIt! <br />1) is INSTAlLATION ANCHOR SCRE'IS MUST BE OF SUHICEENT LENGTH TO ACHIEVE HIN. <br />EMBEDMENT Of' l' INTO ....OOD fRAME MEMBER. IS INSTALLATION SCREVS TO BE PLACED <br />6' fROM CORNERS AND 24' D.C. MAX. <br />2> IF EXACT ....INDIl'J SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY <br />LISTED ....ITH NEXT LARGER SIZE. <br />3) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR W/LQ)() BEARING SHIM. MAX. <br />AlLOWASlE SHIM STACK TO BE 1/4-. <br />4) WINDOW fRAME MATERIAL: ALUMINUM AlLOY 6063. <br />5) USE LATEX CAULK BEHIND WINDOW fiN AT HEAD, SILL &: JAMBS. <br />6) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW. <br />7) GLASS ll-IICKNESS MAY VAR'( PER THE REQlJIREMENTS OF ASTM E1300 GLASS CHARTS. <br /> <br />JACOBSON WINDOW CO. <br />TAMPA, FLORIDA <br />T1'1'U:1 SERIES 1000 SINGLE HUNG \JINDO\.J <br />SH FIN INSTALLATION DETAIL <br />(NGlJ>Et.RI MANUEL MARTINEZ !iRNI BB <br />DISClPLiNEJ CIVIL SCAlE. N.T.s. <br />fL. REG. to 47182 REV, LETTtRl <br /> <br />COMPARATIVE ANALYSIS S. ANCHOR CHART <br /> <br />WINDOW <br />SIZE (INCHES) <br />....IDTH/HEIGHT <br />26 '/2 X 26 <br />26 1/2 X 38 3/8 <br />26 1/2 X W 5/8 <br />26 '/2 X 63 <br />37 X 26 <br />37 X 38 3/8 <br />37 X 50 5/8 <br />37 X 63 <br />53 1/8 X 26 <br />53 1/8 X 38 3/8 <br />53 1/8 X 50 5/8 <br />53 1/8 X 63 <br />g ~ ~~ <br />25 X 49 <br />25 X 61 <br />37 X 25 <br />37 X 37 <br />37 X 49 <br />37 X 61 <br />49 X 25 <br />49 X 37 <br />49 X 49 <br />49 X 61 <br />~~ Q 3~ <br />61 X 49 <br />61 X 61 <br />j~ ~ ~~ <br />73 X 49 <br />73 X 61 <br />73 X 25 <br />73 X 37 <br />73 X 49 <br />73 X 61 <br />0;) ^ CE~ <br />85X37 <br />85 X 49 <br />S5 X 61 <br />;~ ~ ~~ <br /> <br />97 X 49 <br />97 X 61 <br />109 X ;'>5 <br />109 X 37 <br />109 X 49 <br />109 X 61 <br />74X26 <br />74 X 3a 3/8 <br />74 X 50 5/S <br />74 X 63 <br />111 X 26 <br />111 X 3a 3/8 <br />111 X 50 5/8 <br />111 X 63 <br />106 1/4 X 26 <br />106 1/4 X 38 3/8 <br />106 1/4 X 50 5/8 <br />106 114 X 63 <br /> <br />DESIGN PRESSURE <br />CAPACITY IN PSF <br />EXTERIOR INTERIOR <br />30 205 <br />30 125 <br />30 90 <br />30 71 <br />30 164 <br />30 98 <br />30 69 <br />30 53 <br />30 111 <br />30 74 <br />30 52 <br />30 40 <br />30 209 <br />30 137 <br />30 99 <br />,'\0 77 <br />30 172 <br />30 103 <br />30 ?~ <br />30 ".., <br />30 126 <br />30 82 <br />~~ 59 <br />,\0 ..i.i <br />30 99 <br />30 69 <br />~~ ~ <br />30 82 <br />30 61 <br />~~ ~r <br />30 125 <br />30 81 <br />30 55 <br />30 42 <br />30 105 <br />30 73 <br />~ ~ <br />30 92 <br />30 65 <br />~~ ~r <br />30 81 <br />30 60 <br />~ 44 <br />Vl 32 <br />30 118 <br />30 77 <br />~ ~ <br />30 77 <br />30 58 <br />~g ~ <br />30 81 <br />30 59 <br />~~ ~~ <br /> <br />DATE. 1/04/02 <br />D'.K. tOJ\JC0009 <br /> <br />~AAC.1I Iv. PRaIlIJCT , N'l'UCATIlIH EtlGIllttRIIlG. llIC. est Drn:RNATIlJIAL poNY. SVlTt 2M. HtIoTltlO\l, FUlIllllo\ 321... PIOC 4&7 BOS-OU, fAll 407 M-e3U <br /> <br />SHEET. 1 Dr 1 <br /> <br />~- r 1/4' MAX, <br />-- BUCK V!DTH -- SHIM SPACE <br /> <br />INSTAlLATION ANCHOR <br />. liS SCRE'" <TYP.) <br /> <br />r TVO BY lJoon <br /> <br /> <br />. / \\ BY CfHERS <br /> <br />. <br /> <br />- w :.. ~~. . ~ <br /> <br />EXTERIOR ~I' <br />___ VINDOV <br />....IDTH <br /> <br />A--- <br /> <br />ELEVATIOt'j , <br />VIEWED FROM EXTERIOR <br /> <br />SHIM AS REQ'D. <br /> <br />GLAZING <TYP, \ <br />SEE NOTES) ~ ~, <br /> <br />NO. or *8 SCRE....S <br />REQ'D. IN fRAME <br /> <br />@ EA, JAMB <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />~ <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />3 <br />3 <br />2 <br />3 <br />~ <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />~ <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />~ <br />2 <br />3 <br />3 <br />4 <br />2 <br />3 <br />3 <br />4 <br /> <br />JACOBSON WINDOW CO, <br />TAMPA, FLORIDA <br /> <br />TlTlD SERIES 2000 HORIZONAL ROLLER \.JINDO\J <br />OX / XX 8c XOX fIN INSTALATION DRA\.JING <br />tNGHtRJ MANUEL MARTINEZ !iRNI BB DATt, 1/19/02 <br />DISCIPLINE. CIVIL SCAlt. N.T,S. D'JG. to J'w'COOll <br />fL. RtG. to 47182 REV. LETTER! SHEET. 1 or 1 <br /> <br />HEADISILL <br />2 <br />2 <br />2 <br />2 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />2 <br />2 <br />2 <br />2 <br />3 <br />3 <br />3 <br />3 <br />:3 <br />3 <br />3 <br />3 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />1 <br />4 <br />4 <br />4 <br />4 <br />~ <br /> <br />4 <br />4 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />~ <br />~ <br />4 <br />4 <br />4 <br />4 <br /> <br />g <br />~ <br />, 5 <br />5 <br />~ <br />~ <br /> <br />~AAED il'. PlllltIJtT , Al'l'LlCATIlIN IJ<<iIl:aRINlI. IHC. ~ I14TtRMATIIIIlAL 81."'- SUITE ~,., IOTlRl\I, FUlRIIlA 32146 PlOC 407 80$--036' fAll 401 80$-0366 <br /> <br />CAlL SIZE & <br />CONFIGU RA nON <br /> <br />32/2 (XO S. OX) <br />33/2 (XO 8. OX) <br />34/2 (XO 8. OX) <br />35/2 (XO 8. OX) <br />22 (XO 8. OX) <br />23 (XO 8. OX) <br />24 (XO So OX) <br />25 (XO So aX) <br />32 (XO S. mo <br />33 (XO So OX) <br />34 (XO 8. OX) <br />35 (XC So OX> <br />i!1i!1 (XO ~ qX) <br />2131 <XO So aX) <br />2141 (XO I!c OX) <br />21:51 (XO S. OX> <br />~~~~ ~~~ t ~~~ <br />3141 (XO So aX) <br />3151 (XO So OX) <br />:~3~ ~xa ~ aX) <br />4141 (XO S. OX) <br />4151 (XO S. OX> <br />. ~~3~ gg ~ g~~ <br />5141 (XO S. OX) <br />5151 (XO S. OX) <br />e.l~l <Xll & [JX) <br />6131 (XO So OX) <br />6141 9XO S. OX) <br />6151 (XO So OX) <br />. 6121-P (X OX) <br />6131-P (X OX) <br />6141-P (XOX) <br />6151-P (XOX) <br />! ~liOl-t' <X!JX) <br />7131-P (XOX> <br />7141-P (XOX) <br />7151-1' (X OX) <br />I 01<::1-1" ~XI.J}() <br />8131-P (XOX) <br />8141-P (XOX) <br />8151-P (XOX) <br />~1i::1-1" ~XlJ)C.) <br />9131-P (XOX) <br />9141-P (XOX) <br />9151-P (XOX) <br />D22-P (X[]X) <br />D23-P (XOX) <br />D24-P (XOX) <br />D25-P (XOX) <br />T22-P (XOX) <br />T23-P (XOX) <br />TZ4-P (xmo <br />T 2~-P (XOX) <br />D32-P (XOX) <br />D33-P (XOX) <br />D34-P (XOX) <br />D35-P (XOX> <br /> <br />NOTEI OTHER \JINDO\J MANUFACTURERS MAY BE USED IN LIEU OF JACOBSON. SAME REQUIRED \JIND LOAD RESISTANCE MUST BE MET, A COPY OF <br />\JINDO\J MANUFACTURER'S DETAILS MUST BE KEPT ON SITE FOR REFERENCE, <br /> <br />~I~ <br /> <br />EXTERIOR <br /> <br />c <br /> <br />-: 'i- J</ <br />lIT 1/4' SHIM <br />':' ill/ ~SPACE MAX. <br /> <br />. I~~ <br /> <br /> <br /> <br /><SEE NOTES) <br /> <br />II <br /> <br />rGLAZING <TYP, <br />SEe: NOTES) <br /> <br />BUCK <br />HEIGHT <br /> <br />=== BY OTHERS <br />UlfiIl <br />f""' ~ <br /> <br /> <br /> <br />~ l!l \lU <br /> <br />~iTI[~ <br />~ ~ ----K~ 1/4' MAX. <br /> <br />SHIM SPACE <br />PERIMETER CAULK l.-- ~ INSTALLATION ANCHOR <br />BY OTHER./ r----....... i8 SCRE'" <TYP,) <br />"-.. I ~2 X ....000 <br />............. BY OTHERS <br /> <br />EXTERIOR CAULK BEHIND fIN L "'- SHEATHING <br />fINISH BY BY OTHERS <br />OTHERS l' HIN <br />EMBEDMENT .- <br /> <br />SECTION <br /> <br />A-A <br /> <br />~ <br />1) #8 SCRE.... ANCHORS MUST BE OF' SUHICEENT LENGTH TO <br />ACHIEVe: MIN. EMBEDMENT Of I' INTO ....OOD SUBSTRATE. <br />2) If' EXACT IJINDO'" SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY <br />LISTED IJITH NEXT LARGER SIZE. <br />3) SHIM AS REQ'D. ADJACENT TO EACH INSTAlLATION ANCHOR MAX. AlLOWABlE SHIM <br />STACl< TO BE 1/4". <br />4) WINDOW fRAME MATERIAl: AlUMINUIJ AlLOY 6063. <br />5) USE LATEX CAULK BEHIND WINDOW fiN AT HEAD, SILL &: JAMBS. <br />6) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW f'L6.NGE. <br />7) GLASS THICKNESS IMY VAR'( PER THE REQUIREMENTS OF ASTM E1300 ClASS CHARTS. <br /> <br />J '" <br />FIN TYPE FRAME JAMB ~ <br /> <br />PERIMETER CAULK <br />BY OTHERS <br />-- 'IINDOIJ ....EOTH <br /> <br />SECTION <br /> <br />. . ~ <br />.' . <br /> <br />~ l' MIN. <br />EMBEDMENT <br />SHEATHING <br />BY OTHERS <br />CAULK BEHIND FEN <br /> <br />:...: . <br />~. . <br /> <br /> <br /> <br />~ EXTERIOR fINISH <br />BY OTHERS <br /> <br />B-B <br /> <br />iIJIADO:;IDTH I <br /> <br />o 0 0 0 0 <br />o 0 <br /> <br />L <br /> <br />EQUALLY <br />SPACE <br />ANCHORS 0 <br />(TYP,) <br /> <br /># <br /> <br />#t <br />B <br /> <br />r <br /> <br />o <br />o 0 0 <br /> <br />WA...... <br />24' O,C. <br />MAX. (TYP.> <br /> <br />XO & <br />VIEWED <br /> <br />o <br /> <br />f <br /> <br />o t IJINDO'J <br />B HEIGHT <br /> <br />o~ ~ <br /> <br />~II -CMAX. <TYP.) , <br />-~ I-- 6' MAX. (TYP,) <br /> <br />OX ELEVATION <br />FROM EXTERIOR <br /> <br />r- W~~-="H I <br /> <br />L 0 0 0 0 0 <br />o o~ <br />,& # ~ 01' VINDOV <br />% B B HEIGHT <br />o :..1 J <br /> <br />II ,-c, MAX, (TVP,) <br />-~ I-- 6' MAX, (TYP,) <br /> <br />EQUAlLY <br />SPACE 0 <br />ANCHORS <br /><TYP,) <br /> <br />rOo 0 0 <br /> <br />WA-- <br />24' D.C. <br />MAX. (TYP,) <br /> <br />XOX <br />VIEWED <br /> <br />o <br /> <br />ELEVATION <br />FROM EXTERIOR <br /> <br />REVISION BY <br /> <br /> r- <br /> u <br /> w <br /> r- LO <br /> f'-. <br /> I---i ..-- <br /> I co <br /> U I <br /> (0 <br /> ~ co <br /> <[ N <br /> ,,--.... <br /> t'0 <br /> "' ..-- <br /> L co <br /> .........., <br /> D . <br /> I <br /> V) 0... <br /> ~ t'0 <br /> W N <br /> (0 <br /> I t'0 to <br /> t'0 I'- <br /> I'- <br /> .- <br /> ~ ..--<{ I <br /> t'00 to <br /> W co <br /> t'0- N <br /> >- ~n::: .....-.. <br /> NO t<) <br /> .- <br /> <[ ~ co <br /> xLL -...- <br /> I o ^<( <br /> r- cn<{f- <br /> o...~ <br /> . ~ "'- <br /> _o<{x <br /> I cLf-~ <br />III III <br />III III <br /> III <br />III III <br />III III <br /> e:;) <br /> ~ . <br /> ~ u <br />Z tI') Z <br />0 ~ 1--1 ~ <br /> ~ <br />1---4 'N I.[) <br />~ ~ ... en <br /> (f) en <br />1---4 r;:: ~ <br />~ cd <br />~ rJi' (f) 'U <br />~ 1--1 ...... <br />~ ''"1 ~ ~ <br />~ 0 <br /> ....-4 <br /> ~ ~ co <br />~ -a ~ ~ C\2 <br />~ Q ~ <br />0 ~ 0 ~ <br />Z E-t 'U I <br /> Z Q ~ <br />~ cd co <br /> ~ ~ co <br />~ ~ <br /> --- <br />1---4 Z en <br />rn ~ <br />~ ~ ~ Q) co <br /> t> .......... <br />~ 'N 0 <br />~ ...... <br /> ~ <br /> ~ ~ <br />~ q) <br />-I-J ~ ('/) <br />~ ....-4 <br />~ ~ ::;j <br />0 q) cd <br />~ ~ ~ <br />0 ~ ~ ~ <br />rn ~ u 0 <br /> 1--1 C\2 <br /> ~ ~ <br />@ COPYRIGHT, 2002 <br />H. THAYER HERSOM, ARCHITECT <br />AND ASSIGNED OTHERS, NO <br />UNAUTHORIZED USE OF ANY <br />PART OR ENTIRE DRA~ING AS <br />PRINTED ON THIS SHEET, <br /> <br />DRAWN <br />CHECKED <br />HTH <br />DATE <br />SCALE <br />AS NOTED <br />JOB NO. <br />SHEET <br />88=2 <br />