|
<br />;:.-
<br />.~
<br />~
<br />~
<br />s
<br />00
<br />o
<br />S
<br />.....
<br />~
<br />II'l
<br />~
<br />o
<br />
<br />t
<br />~
<br />A
<br />
<br />;
<br />~
<br />i9
<br />~
<br /><j','
<br />
<br />~
<br />i
<br />;:...
<br />8
<br />N
<br />f3
<br />~
<br />~
<br />~
<br />z
<br />
<br />:lVI{II\I.C. H."'r1"I~U IWflllll,).,
<br />OPTIONAL
<br />
<br />16 \7/16' MAX. TYP.
<br />AT HE'AD/SllL
<br />
<br />see COLUIiN 'A' FOR
<br />, NO. or ANCHORS ~
<br />AT H!:AD OR SILl. I --.....
<br />
<br />2 J/J," MAX. TYP.
<br />AT HEAD/Sit!. CORNERS
<br />
<br />....
<br />
<br />4" MAX.
<br />HellO/SiLl.
<br />
<br />~\
<br />
<br />.....
<br />
<br />-
<br />
<br />ii i~
<br />, :: :~~r
<br />=:::==~===::{=::==
<br />11 /., II
<br />r-- .//,
<br />---" /.?,~ :=::::
<br />__H. dt>
<br />OSlJ-IINH.
<br />==== ClASS ,,--
<br />!! H
<br />11 !!
<br />
<br />· H ill ~
<br />II II
<br />II II
<br />___J./____JI. .._~
<br />---rl----"I,..---~
<br />II .I' II@-
<br />II ./ /. E -
<br />11./.:/1
<br />==::tl~~~~~:::==::
<br />11.//..
<br />. OSg..,AJUl"
<br />= ClASS I :::::
<br />~!" [.
<br />II 11
<br />a II
<br />
<br />bd
<br />..0.
<br />ifiO
<br />1'1~
<br />"of' C
<br />
<br />, i
<br />~~
<br />I
<br />
<br />S:
<br />s~
<br />:1 ...
<br />~
<br />
<br />~~ @-
<br />
<br />~ 0 ~
<br />
<br />~a
<br />
<br />-]"l;3
<br />, ~
<br />~()
<br />~. .~ ~
<br />
<br />-
<br />
<br />!
<br />i
<br />
<br />I 1/ I
<br />
<br />33 5/15-
<br />D,l. OPG.
<br />3G 1/4-
<br />~Nr wlom
<br />'k' ?~.
<br />WINDOlY Wll>TH
<br />
<br />I
<br />
<br />I
<br />
<br />33 1/1+.
<br />D.t.. OPG.
<br />
<br />~g
<br />~!
<br />~~
<br />!<
<br />
<br />TTPfCAl EI EYATION
<br />TESTED UNIT
<br />
<br />I '.
<br />
<br />1/J
<br />',,,
<br />~
<br />
<br />,/,
<br />ffi
<br />'Ii'
<br />
<br />.f;..
<br />~(J
<br />
<br />.fl.
<br />~i~
<br />*'
<br />
<br />XQ" .
<br />
<br />~
<br />
<br />~!BY OR 2&'(
<br />....oon B\K:i($
<br />
<br />, .
<br />.. .
<br />
<br />:.:-:,' . '. . ~ , ." . .... .
<br />It. . . .
<br />.,. ". ,.. · . '.4, - ~
<br />
<br />;':.:, . 4 ": . .' ." \ I :. ... I . .:a~
<br />
<br />. .,' . .' ..', ., ..' I .~
<br />,. ......' ___ ~. .....or.. ..,.
<br />~. , " .,.. ~"'\f: ~ '-.
<br />". .....,',',', ~ 1'".\':t~;oI ~ -
<br />
<br />Of .,..... "~ ~'!~..,t..,',:J .---
<br />
<br />~~ '--671 ._ ~~
<br />rjf r.., .
<br />~ ilL
<br />ca; ;r: f-@
<br />
<br />CD--~
<br />0'
<br />
<br />I- ~
<br />G 0
<br />~ O-l
<br />~
<br />~" W
<br />~f ~
<br />
<br />11
<br />. .
<br />r '
<br />
<br />~ il
<br />~ ~
<br />
<br />, y
<br />
<br />I .....
<br />"
<br />
<br />@ jlJ
<br />.~~~@
<br />I 1>>-= ~ '-,;- ~ ~
<br />I @ Wi...... - . '~~~,.~~
<br />W2"'----; ~ ~ -(9) .-
<br />
<br />. Of t
<br />
<br />.-.' /"'.. 'W ~.~.; ....J
<br />.' . I'
<br />I. '". · I ,
<br />
<br />T!P"~ ~c~J
<br />
<br />/
<br />~ ~oo D
<br />~,
<br />I
<br />
<br />,
<br />
<br />~~J
<br />- "",I' :'.1
<br />~l ~, '.
<br />
<br />, ___ ___ ---r ~
<br />~~
<br />
<br />.' i/I ""
<br />.. ,/___.... J IEJ'l' OR 2.6'1
<br />U?ICM" ~NCHOA~ ---...--...-......-- WOOl) elJcl(
<br />
<br />.
<br />
<br />1-1.1J7!S-
<br />
<br />r 1,~e~"I
<br />I \
<br />
<br />:l
<br />I I
<br />e,COO I
<br />
<br />~
<br />r
<br />u'
<br />
<br />rr .r.'l.. fi1 ~
<br />WIg. ~. -. I
<br />e,Ie6 L' 050 1.126
<br />~] TYP. -..J
<br />II_I,OHJ.
<br />.'106 L.
<br />
<br />I
<br />i
<br />
<br />.osa
<br />TYP.
<br />DkaI~
<br />,496
<br />I
<br />
<br />" 1.937
<br />
<br />1...-1,
<br />..; .7.9 L
<br />
<br />fRAME JAMB
<br />
<br />FRAME! HE:AC
<br />
<br />:~~
<br />J~
<br />~
<br />ll~
<br />
<br />-1,343-
<br />
<br />- .eta -
<br />I i
<br />L-Y-T
<br />.3fL- ..~oo
<br />..:-1
<br />~L
<br />tyPo
<br />
<br />-
<br />
<br />m~
<br />, r ~ ~
<br />062 2.0&i!
<br />e,56e -,r T'!? J
<br />lItu @ ,
<br />
<br />L lG?5---.
<br />
<br />VENT TOP IBOTTOM RAIL
<br />
<br />FIXE!) MtO. RAil CORt;f:R
<br />
<br />~w
<br />...!::
<br />f~
<br />~~
<br />
<br />FRAME 51!.\.
<br />
<br />r.-bfJ92al
<br />I --r
<br />I.O~S ~'993
<br />L '
<br />.050
<br />
<br />rl.43a,
<br />,7~1I .t? ~ :-;;1
<br />I II -wt.1
<br />r- ~ 1.610
<br />.6S6 ~I I
<br />1---- ~~
<br />L,.oooJ
<br />
<br />r1.63e- .
<br />'1 .7G1 r' .: \
<br />
<br />[!t:1 .
<br />r--
<br />I --r.
<br />.923 ,71fJ
<br />L-. I
<br />.06a JL J
<br />. -L.1.O'il4'
<br />FIXED MfG. RAlL
<br />
<br />MEETING RAIL
<br />
<br />SI!.l. TRACK
<br />
<br />XO OR OX SIZES
<br />WJNDOWDJMS A DSB-ANNGLASS
<br />
<br />WIDTH HEIGHT uxr. (+) INT. (-)
<br />
<br />4 50.0 67.0
<br />4 50.0 67.0
<br />6 50.0 67.0
<br />6. 50.0 67.0
<br />6 50.0 54,2
<br />4 50.0 Q7.0
<br />4 50,0 64.9
<br />a 50.0 54,3
<br />a 48.8 4fJ.a
<br />6 42.9 42.9
<br />4 50.0 61.0
<br />4 50,0 50,7
<br />6 36,S . 36,S
<br />6 36.1 31M
<br />37" 4 50.0 . 61.0
<br />53-118" 2G" 6 50,0 67.0
<br />.1411 G 60.0 50.1
<br />37" 4 50,0 58.6
<br />53.1/&" 38.3/8" 6 50.0 50.1
<br />74~ e 39.6 . 39.6
<br />31" 4 45,0 46.0
<br />53-1is" 60-S/81' 8 36.1 38.1
<br />A ~ NO. OF ANCHORS PER HEAD & SILL'
<br />SERlgs-ssoo ALUM, HORlt. SLlOING WINDOW
<br />. POMPARATIVa AN~LYSIS CHART;
<br />. .
<br />
<br />BASED ON FTL -1130 OF 01-21.95
<br />TeST sIze llt 72." X 4811 (OX)
<br />DESIGN LOADS =: +50.0.. -43.3 PSF
<br />WATER INFI!. TRATION teST!::t 1.5 PSF
<br />lESTl:D GLASS:;I osa ANNIMLEO
<br />
<br />, 241/
<br />3611
<br />48"
<br />60"
<br />7.2"
<br />
<br />24"
<br />
<br />24"
<br />361.
<br />4811
<br />60"
<br />7.2u
<br />
<br />36'1
<br />
<br />241'
<br />36"
<br />46"
<br />60"
<br />
<br />4B"
<br />
<br />mil
<br />1
<br />2
<br />3
<br />4
<br />5
<br />G
<br />7
<br />a
<br />9
<br />10
<br />11
<br />la
<br />13
<br />. 14
<br />19
<br />'16
<br />17
<br />lit .
<br />19
<br />ta
<br />21
<br />ea
<br />
<br />pJJl1 I
<br />t.-7:53
<br />1.-761
<br />L-761)
<br />1.-1~4
<br />L-71a
<br />1.-7S1
<br />1.-7::36
<br />t.-767
<br />F'S~OO&
<br />
<br />QVANf11"i
<br />J
<br />1
<br />il
<br />1
<br />1
<br />'eI vmr
<br />I '
<br />AS RGo.
<br />AS RtOo.
<br />a
<br />/\!if RtOll.
<br />AS ReO!).
<br />At RtOD,
<br />At RtOIl.
<br />
<br />t.--7'10
<br />1'''$-003 .
<br />FVS.OOS
<br />P\lNl04
<br />
<br />L-72a
<br />1..-763
<br />1.-164 .
<br />1.-1'6a
<br />1.-741
<br />L"?se3
<br />
<br />61 VENT
<br />a .
<br />2'
<br />I
<br />21 VtNT
<br />i!
<br />
<br />@) ,..
<br />
<br />veNT 'Jl.DTH
<br />
<br />lB\" em aB'(
<br />....OOD BUCKS-
<br />
<br />21 ~~
<br />
<br />D.L. OPO.
<br />
<br />~...-1lI_
<br />
<br />tjOTES;
<br />I. TH13 PROOUel' IS OESIGNEO AS PER THE SOlliH FLORIDA fll.llLDltlO CODIt
<br />19U EDmon fOR l.llA\(HW)E COVmY OR zoot MAleA !rullOlNO coDe. .
<br />ALSO FOI\ \'I1HO LO.4DS ~. PER ASe~ 7 USINO COflllESPON!1IHO LOMit.
<br />e. WOOD BUCKS rit OTHEM, Must at ANtH01U;O PROPERl.Y, TO iPJ.tmttt
<br />LOADS TO '!'He: smuCTlJRe. . '.
<br />3. ANCHORS SI.(AI.L a!t AS usn:". 5PAC&:O AS SHOWN ON DETAlUi,
<br />ANCHOR EMBEOMENT TO BASe MAttA!A!. SIiA1.t. aft SE'fONO WA\.t.
<br />ORES SINO OR STUCCO.
<br />
<br />DESClUpt!O~ w,milJ..f. MANF.ISUPi'U'~/REMAl1l\S
<br />f'RAHll: !<<AD &Q&1.T5 ..
<br />rAAlit SIll. 6063-15. .
<br />F~AHt JAHI 60&3-T6 -
<br />F'1Xtl> RAn. 60&H& ..
<br />VENT !lEtHHa RAl!. 6063.T6"
<br />TO? AND DQrlOli RAIl. 6063-15"
<br />JAHS STILE 6053-T6 ..
<br />c.t.AIlNtl StAll . ALUHIH\JH ROl.1. roll~tlJ
<br />fRAHtlvtlir AutHSl..,. $CRt\lS '" " a x 3/.4' P.H. PJ1lLI.t?S
<br />n)(. R^,l. SI!.1. SCRt\lS - I a l< a' P.H. PHll.\.lP~
<br />VtHT JAMB RAIl. 'J'STRlfPING VINYl. t/4' DfA, 1l\Jt.8
<br />FlU SeAl. \(CAlHtR$T~II'i'1NQ" .197' lC ,aw ooeO-6001..9)
<br />Flit st:AL ....!A'WWTlllPPrnG.. .t9?' lC .350' C7e3400600l-?) .
<br />FIN StAl. "EATHERSTfUl'fluq ~ ,11)1# lC .~w <79~.6~Ol~'il)
<br />
<br />..
<br />
<br />VOir YAct GUIDe
<br />VEtil ROl..!.t1t HOUSING
<br />VENT ROI.W/\lHtEI.
<br />SIll. TFlACl< INSI:llT
<br />VOO LATCH
<br />voo l.ATCH SPRING
<br />
<br />Pl.r\ST1C
<br />PLASTIC
<br />llRA~S
<br />6~.16
<br />~63.T&
<br />
<br />..
<br />AT a-lIa' FRDIi tHIlS (. HIDSPt\~
<br />A't EACH EN!)
<br />
<br />@
<br />
<br />AT a' FROM ElIllt
<br />
<br />- .
<br />
<br />@ ~nPICAt. ANCHORS
<br />
<br />lIof' SHIH
<br />tlA}(,
<br />
<br />. ,
<br />,4. ,4 .~ t ~
<br />t..~ .~t.
<br />~ 3~ .
<br />, ',,;1-
<br />.
<br />
<br />APPRQYED CONFIGI,IRe,TIONS '
<br />CLASS WIDTHS TO BE EQUAl. ON MOVING ~tjD F1XEO UTES
<br />" m WOOD "BUCKS Nor BY LAWSON INDUSTRIES, MUST SUSTAIN
<br />-TYPIC"L ANCHORS LOAOS IMPOSED BY GtAZINO SYSTEM AND TRANSfER.
<br />THEM TO mE 8U1l01NG STRUCTUR~.
<br />
<br />TYFICAt' ANCHORSt SEE-. ELe.1./CHART' F'OR SPACING
<br />
<br />, ~/16" TAPCONS
<br />000 2BY WOOD eucxs OR WOOD STRUCTURE
<br />I" MIN. PENETRATION INTO .WOOO
<br />THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTlY INTO MASO~R'f
<br />'...,/4" MIN. EMBEO INTO MASONR'f . .
<br />
<br />~EAtANTS~ ' .
<br />tACH VENT CORNER StAL~O WITH WHITE CO~OREO SeAlANT.
<br />
<br />~ 'WEEPHOLES.1 '
<br />WI ... (l,.t/alf )( 1/4" DRAIN HOLE) AT 1-3/4- FROM EACH ENO
<br />W2 =' l'" l< 3/1!l" WEEP HOLE) AT 2" :ROM EACH END O~ V!Ni
<br />
<br />r--- \7
<br />~ 1\
<br />
<br />t....:_
<br />
<br />~jJ
<br />'\JD
<br />
<br />14 ~r
<br />
<br />_..____...5-y IV
<br />
<br />J
<br />
<br />@
<br />
<br />..c ,..
<br />
<br />~~{]23Y_____
<br />
<br />.:/
<br />
<br />, ~~~,
<br />,/ .dP
<br />,,/ h .
<br />..' .
<br />
<br />~~" ,
<br />~//
<br />
<br />) ;
<br />
<br />f't?AM~ m? COR~Efl
<br />
<br />::;)
<br />
<br />4
<br />
<br />EXTE~IOR
<br />
<br />VlNDD'J ....lDTIi
<br />Zo'T lco\YO u:r
<br />me OPPOSI~
<br />
<br />J
<br />
<br />./
<br />
<br />-
<br />
<br />_ROll. FORM EO ,41,UM'
<br />G.WINO BOO
<br />-Dsa ANH. GlASS
<br />AOHESl\lt '
<br />"~EOD~O COMPOUNO
<br />
<br />1/" '\!\
<br />· /t~~)
<br />
<br />, ,"\t
<br />pL~ZrNG JIEl'Alt.
<br />
<br />t
<br />
<br />". rr:,~:J
<br />,er;-l~ t ~j ~6
<br />L!'-I J
<br />~i.ooa
<br />JAMS STIl.t:
<br />
<br />._ I". ..
<br />
<br />.... .
<br />-
<br />
<br />.
<br />.' .
<br />
<br />... ~ .;..-
<br />
<br />-
<br />ce..
<br />
<br />^
<br />tJf
<br />
<br />..
<br />." .
<br />,II. ,
<br />.~ :.-:.:..:... .
<br />
<br />,'7'...
<br />(I" .
<br />, .
<br />,
<br />. of" ". ". J
<br />. !'\~ . 4' ,
<br />\ ,II., I tI,'
<br />.. ..;.~,~ "'. .. I
<br />. ..... _!...-~ .
<br />. !.J.r.lVtr~.', ,i:t
<br />.. . t."1:11.~.::.~ r ,.~.,
<br />
<br />D.1.,OPI1.
<br />
<br />... I. t..
<br />
<br />a' ". .
<br />
<br />~
<br />
<br />+-i
<br />
<br />.f(' ,-
<br />
<br />I !
<br />I.d. A' '
<br />~~'
<br />
<br />'.
<br />
<br />y......
<br />
<br />~
<br />
<br />. ,'t~tf1 ~OP/aOlTOM COeNE~
<br />
<br />~~J.
<br />~' /' ~
<br />~ ~!~ .
<br />· i2 V ,,'. ,
<br />~/.',
<br />
<br />.t
<br />
<br />FRly~ BOTTOM ~RNER
<br />
<br />-
<br />
<br />.
<br />-...0. ~y P'<;15lI'
<br />
<br />ii-$
<br />
<br />~
<br />
<br />~,
<br />,/
<br />"
<br />
<br />~"
<br />
<br />II 1~ S,H.S .
<br />Hi" MIN. WOOD EMsro
<br />....~ S 111" FROM corU;EAS
<br />to (!ll MIOPqlNT
<br />
<br />2 lC tp;r.l WOOD autt<
<br />. NOT 8V LAWSOlf IND.
<br />MUS r sun AIN IMPOSEO
<br />I.OAOS --:-
<br />
<br />1/1." \
<br />SHII1 HAX.- -
<br />
<br />3/16" ANNeALED GLASS
<br />FIN FRAME
<br />2x WOOD BUCK
<br />HEAVY DUlY RAIL
<br />TEST UNIT
<br />PERFORMANce SUMMARY
<br />
<br />-~.
<br />--" $Hj~"
<br />r1t.g.. -=- ., ...............
<br />,~ ~ ,U~7" LICIP,T.l
<br />'/\ I . t WOOD BUCK
<br />0@f ,: 'cD. .
<br />-cu^,~ ADHESIVE
<br />3/W'''AHN, BEOOING COMPOUNO
<br />OloM I ..
<br />'I
<br />~ll~~tt'~o . :i
<br />
<br />1/
<br />
<br />r'~~
<br />~ ''9'(
<br />r \V I ,"
<br />
<br />. CLIlAR ADHt:SIVt
<br />afOOll'lCl ~OHPaUNOZ
<br />.-3/W'-ANN. .
<br />GLA$$
<br />12 @ ~b
<br />
<br />t.lt~"
<br />
<br />. -1110 S.I1.!.
<br />,~. MIN. WOOD EM8EJJ
<br />StE SCHEOUU BEI.OW
<br />FOR ANCHOR SPACING
<br />ITyp,l
<br />
<br />".
<br />
<br />~
<br />
<br />J. il
<br />ll5 \ /
<br />)\
<br />
<br />v
<br />
<br />"Jk!l!Jl \
<br />
<br />....,,-~
<br />
<br />- It,,~
<br />" ~
<br />
<br />AEFGRENC~1 FTL~le9' IZ-U~97
<br />TEST StZ!;.',. 51.~lIa" x 75-112"
<br />UST LOADSI .94.S, ~94,5 PSF
<br />~~Si~~ ~,1EfAATION.~i~T;6::g ~i~
<br />TESTED (jLAl!SI3/1&.kA~N~e,lm
<br />MAX. JAHB SCAEW SPACING. 15-3/4" It. ,e~]/t."
<br />
<br />~
<br />I t.ln-
<br />2.250.
<br />
<br />"
<br />
<br />.~ .
<br />
<br />@
<br />
<br />.315" OLAZINO
<br />DEPTH ISln,
<br />WINOO..... WIOTH
<br />
<br />NON..IMPAOT RESISTANT'
<br />--"'" ..
<br />
<br />'5
<br />
<br />-.
<br />
<br />PLAN VIEW
<br />.-
<br />
<br />=o~':r ~
<br />10
<br />'i~ =:If.
<br />I, HEAVV OU1'V
<br />II HUTING RA'I.
<br />
<br />WINOOW
<br />WIOTH .
<br />
<br />, .\
<br />....
<br />i
<br />
<br />N.T,I;,
<br />20~~/U~ ITYP.I
<br />f'j\\ I ~~1I2" MA)(I-I--
<br />\C) I ITYP.J .. J ,
<br />
<br />3I1S""ANNeAlEO ~.!-ASS.HO ~AIL
<br />WINDOW oOMPAAAnVIit .
<br />ANALVSIS OtiAAT
<br />\W:O(lW DESIGN LeAD
<br />olMeNplONS 'OAl'ACIlY. PSF
<br />~.I?!..~ tltl~!!! POSITIVI I/(<1ATIVI
<br />""Cllnl bMtlon'
<br />''''(11 6),1 $lU
<br />1'24:';2' 26 tt ','i:;.... iiz.c.' 1
<br />3; ", UI . ,ill .Hti'ii~""
<br />'si~;ja' I . ')~3 he:.
<br />It-tl' tU uu
<br />u.,ii' n-)IO ,.. I',] m:", "
<br />tU'3,"l' tS1 UUt'j:," ;~i, . I
<br />. .... h .. .. . "..U" I
<br />U.III 6U '00.4
<br />".flO " "oJ S16.l
<br />is:',,j' l~.5/a .., 6j:iM~' 'Cliei',
<br />"u.;rH ~. .. ,,:; . .. .. 13"0' .,
<br />ii.". ...,;:,.... . If iJili".
<br />If. fill 0),) 203,4
<br />ii:,,; " " ;i:,"'''' . 'i.'.:,
<br />''')1 . 161 . 6U ., ',il'i
<br />. "Uti utl'llt"' . , . ...
<br />n.'I. ",J . '6.'
<br />\,.,,, A',' 1149.1
<br />';,:j,i 6J '''','J,; i".2
<br />. ,i" 17' I' '6':, II' .. '''l.;;~:i
<br />..u,.... .
<br />51-II' n 1 1U
<br />.!~:.I!~ 61.1 IOU
<br />U~l(% 14-"4 . 6iJ "0 '"'Ti,.1"
<br />it 1TI" ,i.i n.s
<br />. '.. . "fi"'t'~ .
<br />u"lIe 6U. "'.
<br />lilt. lit PAlltNl'HUiS IIIllltAUS tlo. Ill'
<br />ANClfl.lAS p~ l~t\lJ
<br />
<br />3-:Ur.,'"
<br />~ tT YP,)
<br />1 ~
<br />I~ !J
<br />~~
<br />eo
<br />~
<br />
<br />. r @~~.
<br /><to
<br />::I'-
<br />~. ~
<br />o.
<br />.G1S" ;!,
<br />a~
<br />~!
<br />~~
<br />~1.1
<br />~~
<br />:4
<br />
<br />
<br />Ji-l ~:'2.
<br />ITYPJ.
<br />. - 6~fl2" HAl<.
<br />IT'l'P,J ..
<br />
<br />i
<br />/
<br />///'
<br />////
<br />~./ "I'
<br />
<br />.J
<br />
<br />..J
<br />
<br />I~r 'tr
<br />. I~~ ~2~"
<br />
<br />I. ."1\ '@.
<br />~ 2.299
<br />@ ~ ~~~aHT
<br />5 ___[1/4" MAl(.
<br />SHIH
<br />--
<br />
<br />'-. ~:><
<br />
<br />A
<br />
<br />
<br />
<br />.~r 0 ~I
<br />11 ..
<br />
<br />16 I( S 2
<br />. .11i\ .
<br />~ 1/:" 1~S.H,S" .
<br />.181" . 111." MIN. WOOD tHeED
<br />r- n (iI S..1/2" FROH CQRNE.qS
<br />.1...-. . &r!PI MIDPOINT
<br />r I
<br />
<br />,I
<br />
<br />~
<br />
<br />/ ~
<br />
<br />~f~/
<br />
<br />~'~~
<br />~~
<br />
<br />~'lf
<br />
<br />It 10 S.Ii.!!.
<br />llA," MI~. WOOD tM8!D
<br />(iD S..1I:r' FROM CORNtRS
<br />& (iD HIOPOlln
<br />
<br />l211IP,T.I'
<br />WOOD aUCK
<br />
<br />t.B?!l"
<br />
<br />Llt,~.T.,
<br />WOOD BUCK
<br />
<br />-
<br />
<br />HEADER & SILL SEOTION .
<br />.... b... !_
<br />
<br />ALT. SILL. SEOTION
<br />....---'"--....
<br />
<br />."
<br />
<br />ElCVATION
<br />fiN FRAMe
<br />SINGLE HUNG WINOOW
<br />
<br />"
<br />
<br />,NOTeSl
<br />1 THIS.WINDQW S\"SrtH IS OU1QNEO ANO TUTED TO (OHPL V WITH THE
<br />RtaUIRltMENTS OF THIi ,nt. CAC! CQUNTY I!OlflON Oil THE SOUTH
<br />PLO~IOA Bl,I/LOINO C:O/)f: 19.Jl.!!.1:.1 CHAPTt:R 4. CHAPTER 2). CHAP TEA U.
<br />UNOlR THI SPIlCIPIC CONOITIONS SHOWN ON THIS Dll'\WlNCl.
<br />l. Z Ie WOOD DUCKS SHA!.L Be INSTAl-LSD n%r'BV !.^WSO~ INII.J AND ANCHOREn
<br />so THAT TH! GUIlQINQ I'lESlS1S THe SUPiRJ/1POSlQ LOADS II'f ACtOROM1CE
<br />WITH RIQUIRE11EHU OP '99t. s,p.e.c. .
<br />) ANCHO$t OdCR10EO IN THIS LAYOUt ARE AS PER TES'I' UNlr. OtHl;:R .
<br />. CONOITIO~S TO 81 INOlHUREO Se:PARATEt.'l'.
<br />I. ANCHOR CONClTIONS NOT DESCRIBED II. THlS DRAWING ARE 10 BE I!Na'NUAEO
<br />ON A SITt SPECifIC OASIS.
<br />
<br />.-..-.
<br />
<br />. ,
<br />
<br />. .
<br />
<br />__ . 1'_'--"" A
<br />
<br />, It IP. T.J WOOD BUCK API'ROVEO AS COMPLYiNG 'MfH~~
<br />NO T G V LA ws~ INb SOUTl!!:LtlRiOA StJIUl/NG COOl
<br />MUST sustAIH IHPOSElbAl& .....-f -1'1:\. "116\
<br />LOAOS BY... -., U.I
<br />f Pn~cO"~
<br />.. eu!lblua cooe: COMl'UAN~~ 1JfflCii
<br />- AccEflrAAoeNo.ot~1I6"11.~
<br />'. ~ ..
<br />A t j3/14." ~ 1'APCO/4
<br />r ISEl! SCHEDIJU!'
<br />. BElOW FQR NUMBER
<br />o~ "!:iCHOR!!1
<br />
<br />///
<br />~ ~>-:/
<br />
<br />WINDOW.
<br />WIOTI1
<br />
<br />i
<br />, I
<br />
<br />'\" 10 S,H.S.
<br />, ,~.. tuH, WOOD (JolliED .
<br />AS SHOWN ON EUVATIO,'f
<br />CI . 4,_,." .."1-.... }M~B\~5~'i'tfc~~~~')' 'OR -1/a..AN~.
<br />...., .. 'MI~, . "'0 S.M.!, la.ASS
<br />O~OI'TI '~"I1I11, wooo tHaIO \ CUM AOHUI....&
<br />TYP. , f "," FAOM CORNEI1S \ r:DOING COMP07
<br />. 4 . ~ <: (iDH19POlt1T \\\/ fN~.f'
<br />. ' __ r(~;.l. ^'^\ ,.,... _
<br />.,),.. .' ~ '. JV
<br />@~/'::~ ~...." T /. \ IV-~
<br />I "- ~ CLeAR AOHESI\l! eJ ~
<br />3""'.ANN. StOOING COMI'QVN021C IP T.) usa"
<br />01."$1 WOOD BUCK
<br />~l:;J~i1fk~Q ;1, .
<br />. /,1 .,
<br />t.Gr(; r:Jjf U'~ U ~
<br />.I @.... J~ '.1 '0 m[
<br />@ ), I~\l: ~VfDU1Y
<br />
<br />i A . MElmNG RAIl.
<br />
<br />ELEVATION
<br />FLANGE fRAME
<br />SINGLE HUNG WINOOW
<br />
<br />:r~tl4"
<br />tTYP.J
<br />
<br />UI."SHIM
<br />MA
<br />
<br />4"I1AX...-r-
<br />'1'l'P.1 I
<br />-- ...
<br />
<br />. ---:2.
<br />~~
<br />e~'
<br />~o
<br />0....
<br />
<br />. r It[)\ ~g
<br />I~ oJ 0
<br />~...
<br />g
<br />!"" -r: ..
<br />.B~S. ;~
<br />
<br />~~
<br />~'"
<br />r~
<br />..IW
<br />~e
<br />w
<br />
<br />...
<br />
<br />~~ (~
<br />~
<br />~~
<br />
<br />\l
<br />
<br />/\ 4 4
<br />
<br />~Il."~'
<br />eHO~o.
<br />..
<br />
<br />oJ
<br />
<br />.if: @
<br />
<br />,37S" G\AtING@O
<br />OItPtH IB'TE) .
<br />, WINO
<br />
<br />II -
<br />
<br />/ #
<br />/////
<br />//~
<br />
<br />..
<br />A
<br />
<br />A . ~
<br />
<br />PLA~ VIEW
<br />
<br />3(16" ANNJ:ALeO GLASS
<br />~x~~J1~Wg BUCK
<br />r;/tCi" ~ TAPCON HEAW DUTY RAIL
<br />@ (,.. fROM CORNERS TESl" UNlT .'
<br />4 . _ II' peRf()ij~ANCa aUMMAR'(
<br />.. REFERENCE. PTL..18U 12-a.n
<br />· .<<--, l( IP.T.. TEST SltEl S]~1/a-- X 1t.~1I4"
<br />· · /, WOOO BUCK TEST LOADSI .94.5. ..94.5 PSr:
<br />, ---..' ___ 1/10- MAX OftSlON LOADSl .63.0. - 63,0 PSP
<br />~ r SI1IM' WAltR INPtI.TRA'fION liST. 9,5 PSI' .
<br />~ "'- TunO Gt.^SSI "U,W--ANNtAUO
<br />7lg" . HA:(. JAHa SCREW SPACING! 15..3/4" & 17-31r."
<br />. ." t . MON-IMPAOr RESISTANt
<br />~ '\ .681M ~
<br />t7::\ /' I ~ l' :l/1lt.,6,HNEALEO GlMa.l-lD RNt.
<br />~@f I "" WINDOW COMPAAAnVE
<br />" ....... ~AA ",OHUIVE . ANALYSIS CtiAR'i
<br />. atOniNG COI1POVNO . WlNODW ol;SIGN LOAD OAPACftV" PSP
<br />O.MENSIQt;S WOOO SCJ\f:MI ~ moo BU<:l( TAPCONS (1,. WOOD GUCIO TAPCONS 11lC WOOD euclQ
<br />Will!!! titla~! I~m. Of POSll'lv. I1tOATlVt (Hr~.~! POSI'IV! tlECATlvt ~D'!, Of Pllllflvr NeGATIVe
<br />lUIt~[., ~If(u, ..(flU.... HHlW", '.Il"WS.
<br />'V.1/m 11).:1 JaM n,' IH.4 IU 2'0.6
<br />21:;ii' 6;li ;1'1) .. ..il.'''. " "1'o,:i ,'.i . ,,)/J .
<br />. . It Z& tlJ ......UIIU .t' u. ut. f' fl' . "tt . .. IS) ..... f.'ft.tUU ~. Hh..... .
<br />. )7.. 6?-~ . . "4,' ... !':~h" ,._ ~t..". 4P. IH.t.
<br />S).I/O n1 H." 56.6 12.0 1M 64.&
<br />".111 n,'ll 149.1 au 16U u,) nu
<br />HI"UU. t . " .. c... h.... ..01 .. '" ,. .., .. .'II-ff U .u.",....
<br />340111 6U 11'" 6),1 11M 6),) ,H.'f
<br />. ')1 n.JII 1~1 H"',;-:a" ,12i:.': 1St 6j,j . . . 'ili:)' 111 '''''a'u'' '18.0
<br />U.~I' ... .., I"UH" ... .. ....... . ... . , , ,
<br />n.\la n,:l av.., u.~ 51.' n,) 1202
<br />".fI. u.. uu &1.3 1U.6 UJ. I1U
<br />.....Ullt. , UI ......, H' U)&4 ...... . .... ., .. u.. . t n~ .'1
<br />.!~~.".2 n.s,. tSl ')~". u_:'.. ISI h ,,~.t:L.. ... k~~:t OJ a..H ,,~l~'
<br />)f II J n.. U.:lI 6", u'J n.t.
<br />.. u. n .n."...'.. . .n' , . . . t. It . .'. .. -. hUI",
<br />U.", UoJ 6lI.o ... &),;J n.)
<br />1t.1I. 6',) 204.9 .M tH,' ";J 17u
<br />. , '"'' . J....~.u"l .. ... It ., ","e.." ......n........' . IM,UI,I.. . . .
<br />~!:.tI~1 Ie, (,. . ~.':~.It .:. ~"!'~t" "I !~;3, ~4.' tel "tl~!t., .,,~.!'~ .
<br />n n.1 '01,9 n.J 5p,) 6'.11 U.t.
<br />. u. .1 . . ............ . . '01''',,,,, .,.. .
<br />ALT. HEAOER & SIl.l. SEOTION StolfO 62.1 n,t 5U IoB.J ".J H.t.
<br />._ , _ _ . "-1/11. n.J 212.1 .3,S. 13U n,' \'1.,
<br />'i.:v. ".1 fSJ.4 . ... 6'i:i'" " '1'0;;:; " 5':' m.o
<br />"i," 6J (11" 6;:;-'" '''ID,,',:t . m n.) ".9 1ft.. a'i:i" u.'
<br />b.va' ';,)'M . 'S',:;-' . sOot ,U 6'.1.
<br />. U.lI' .),2 In.) 63.3 \18.0 6).) 'SL1
<br />'U.1d 6),:1 1100\ "3,' ... 0':' .. 6U '09.$
<br />. n "-tit.. I'll ',n i'I:, .. 111 6U "l' 191 6U iu"
<br />tlO.rHP^l;ttl1tltsllilllttlCAHSN~C" 'u.lIi n.6' . su .'. 's;,s' ,".i.
<br />AHCHCiAS pm J"KIl
<br />
<br />~
<br />
<br />o
<br />
<br />,,-
<br />
<br />. <IS ~ fJ
<br />. & ~
<br />ili ·
<br />.. A
<br />& *.
<br />
<br />~
<br />
<br />, .
<br />
<br />LL CI,"
<br />ITYP.)
<br />&H HAX.
<br />(TVP.I
<br />
<br />.
<br />· 4
<br />
<br />I -,. I' .
<br />
<br />.~ ~:Jo :' · ~r\., '
<br />f~18' .@
<br />I .
<br />-@a . ~ ~n:;~L
<br />. n r;" f 00 I1l(IQH T
<br />
<br />.6+" ~. .',
<br />
<br />. .
<br />
<br />r ~ I
<br />~ "%".=r"
<br />'@ J': :r~
<br />@ . '--
<br />).. 0 r-1/". MAl(.
<br />...I. 5lill1
<br />,
<br />
<br />.
<br />
<br />28
<br />
<br />.4 . 1/. .. .'.
<br />:1:1'0)14", 4
<br />. EMBED,
<br />, . ~ ..
<br />
<br />.
<br />" ...
<br />
<br />4
<br />. oil
<br />1~lIG" MIN,
<br />. tOi~P.'~]'f.
<br />3/16"G1 TAP CONS
<br />@) ,. fROI1 CORNEAS .
<br />
<br />II I~ s'H.li.
<br />W," HlN. WOOO EI1BEo .......
<br />(ill ,. fROtl CQIUl~RlI
<br />. 'I
<br />Z IC (P.T,)... ./
<br />WOOD auc,-
<br />
<br />~8tD."
<br />
<br />~><'---..
<br />
<br />HEADE~ ~ SILL SEOTION
<br />
<br />U'S.
<br />
<br />~oreSJ .
<br />1. 1HIS WINOOW Synl!H IS CUIGNED ANO wm:o ro COl'iPI.V WitH TH!
<br />R60UlREI1eNTSOF 'tHe: 1994 DADE COUNTY ,EOmON OF THE SOUTH.
<br />P1.0RIOA BUILOINO coce 'S.F.B,e,) CHAP'I'SR 4. CHAP TeA U. CHAj)TEJl3S,
<br />UNOtR TH! spec/lie tON on' IONS 'SHOWN ON THIS ORAwmo.
<br />2. 111 OR ~ IC WOOD aUCl<$ SH^~L BIlINST AI. I. Ii: 0 (NOT av I.AWSOH IND.) "ND
<br />ANCHORED SO THAT THI! BUIlDING RESISTS THS $VPE~MPOSEO LOA!)S IN
<br />ACC~D~tr WITH REQUIREMENTS 011 \99t. s....a.c.
<br />3, ANCHOR OESCRlsrD IN THIS l.AYOUT ARIl AS "6R TEST UNIT,OTI1tR
<br />CONOlTlONS TO BE ENQINeEAEO SEPARATEL v,
<br />to. ANCltQIt CONOITjONS NQT oeSC~jeEO IN THI$ ORAWlNG ARC TO De: ENGINEE:AfO
<br />.Ot-f A S1fl SPECifiC !MSI9.. .
<br />
<br />7030 H.W. 37lh CT.
<br />rnt.. A" it.^T S' O'N MiAMI. tl.ORIOA 3.1141
<br />,; . Y Y (t505) Gi6~a6&O
<br />.I" IiDUSTR2ES,IHC
<br />UAMJrACTuRtR5 or WINDOWS .. DOORS
<br />
<br />I'
<br />
<br />~
<br />
<br />rt
<br />6'[. _ I
<br />
<br />6'T -,
<br />~l
<br />6'
<br />
<br />THERMA-TRU INSTALLATION
<br />
<br />KEY DIFFERENCES CHECK LIST
<br />
<br />Rough openings are 114' SMaller on each side and 1/4' SMaller on the
<br />heo.aer than standard TherMo. - Tru rough openIng diMensIons,
<br />Use only 0. MuxlMUM of 114' thick shiMS.
<br />Predrill -the jaMbs and heaelers uSing 118' elrill bi-t, Preclrilling
<br />increases structuro.l perforMance,
<br />Use only 2-112' wooel screws (#8 and #10) when securing the pre
<br />hung fraMe to the rough opening buck. Dry,wall screws/ deck screws/
<br />o.ncl nails o.re Insufficient o.nchorsJ and should not be substituted for
<br />wood screws,
<br />Be certain of' the nUMloer unci placeMent of all screws securing the fro.Me
<br />to the roug,h opening buck. Consult the o.rchitect or engineer of record
<br />concerning "Fo.stenlng the buck to the rest of the building structure.
<br />CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONTi AT
<br />OPENING SIDES AND HEADER.
<br />** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
<br />3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />SHO\.lN, THE T APCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAME{,l x P.T. BUCK STRIP AND HAVE A MINIMUM
<br />OF 1 114' EMBEDMENT INTO THE MASONRY JAMBS.
<br />
<br />{..,(...~
<br />.3.' :~'
<br />ft fr -I ,- 3'
<br />I W6' 6L ' I I I I
<br />
<br />~' if tt'~
<br />
<br />I ..l6' 6L 1 1 1 I I
<br />
<br />6.lT'
<br />X
<br />.~..}.I ~~
<br />I..!. I I I -16'
<br />
<br />- i--'
<br />SPACE
<br />EVENL Y
<br />--
<br />
<br />- --' -I:"'" -
<br />
<br />SPACE
<br />_ -' EVENL1_
<br />
<br />1- J 6' 6,r II I I I ,- 16' 6,r II I I I
<br />~d 3'U Flrf=J6: :dJ I< ~
<br />6 ~tJ~ .'h'
<br />
<br />II I I 116'
<br />
<br />~ ill u~
<br />
<br />SINGLE DOOR
<br />
<br />SINGLE DOOR \.I SIDELITE SINGLE DOOR \I I SIDELITES
<br />
<br />6..' L ,
<br />
<br />3'1 t ~.~:
<br />
<br />6'L III II ~
<br />
<br />1'( .1'
<br />"I I
<br />I I
<br />
<br />,h'6'
<br />,. l'
<br />3* ."
<br />+ 1-. i<..:L
<br />I-.!. I I I -.$*
<br />
<br />(
<br />
<br />,r-- 4
<br />6'.J.-' I I I I
<br />3'l~k ~
<br />
<br />DOUBLE DOOR ~ I SIDELITES
<br />
<br />! .
<br />
<br />3' ....'3'
<br />1 I
<br />.1 I
<br />
<br />ti
<br />I -16'
<br />
<br />fr
<br />6'L I
<br />
<br />fj
<br />
<br />-
<br />
<br />- -'
<br />
<br />SPACE
<br />EVENL Y
<br />- -
<br />
<br />,
<br />
<br />ct
<br />6~~~'
<br />~1 1---33
<br />,
<br />
<br />,-h6'
<br />~~
<br />
<br />I If. I
<br />13' I
<br />
<br />II 1I1h'6'
<br />~~
<br />
<br />3-'l h,
<br />~
<br />
<br />4~l-.
<br />l'
<br />[{:.*If..'
<br />
<br />DOUBLE DOOR
<br />
<br />,
<br />
<br />& CREATED 11/11/02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />r
<br />
<br />D E D'AN6CO
<br />
<br />. ENGINEERING, PA.
<br />P.o.. 190>< 3~ .. APOLLO BEACH .. FLORIDA.. 3)&12
<br />PHONE .. (&13) 64& (1)166 FAX .. (&13) 64& ~cas
<br />Ee 4&~ @THESE ORA\\\NGS AND DESIGNS m: THE JOINT PROf'ERIY Of DN~S<Xl ENGiNEERING. P.A. AND THE
<br />CUENT ON l'rlIS PRMCT. ANY RtPROOUCl1ON OR UNAUTHORIZED USE IS PRCHI8ITtD. - 2003
<br />
<br />'"
<br />
<br />LENNA~ ~OMee
<br />
<br />ecAJ..E NOTED
<br />DATE 1f/~
<br />
<br />DOOR .$ WINDOW IN8TAL.LATION8
<br />
<br />TAMPA DIVl6fQN
<br />
<br />D~lLN s.v.
<br />
<br />\..
<br />
<br />DE JOe NO. Ft1 .. ~1
<br />
<br />..)
<br />
<br />&DUf.l.. L
<br />
|