<br />ROOF
<br />
<br />//
<br />"
<br />:::.- ,-:::::_":-.~--=-~- .'--=-~ ~~~:-'-_..::~:" -,,::-'---:_':'-~'=:='.~-.'~':'_-:=--===:='; - - .',
<br />
<br />SEL:;cr EDGE BEAIot TABLE J ~ , AND ( OH TABLE J.1 2
<br />
<br />SOliD PooF
<br />
<br />SE: SLAg DE,AILS
<br />FC~ rOOT\~iCS
<br />
<br />';.N
<br />FOH ~AAX.
<br />L;PR!GHT
<br />'..'~NGi~ ,- ," 2-
<br />
<br />'....,NDOW FRAMiNG CA.N A"AOr;
<br />DIRECTLY TO HEADER
<br />
<br />=
<br />
<br />'-- --'--- ...
<br />'----;;AAES ~J6~~~EV.3"i.J.a.O~,c:.~-G~CE)~ --.
<br />
<br />iYP!CAL GlASS ROC~'" WITH SOUD '<CCF iYp!CAL FRONT 'IIE,V FRAMING
<br />'iHE,GHT CF '~PRIGhT IS 'AEASl,;RED FRO'.l TOP CF 1'<2" i>LA TS "0 SonOM OF WAlL SEAM)
<br />
<br />GLASS WINDOW iNSTAlLED PER
<br />.WoNl,;;:AC,URERS SPEC:F'CA,iQ,'o.S
<br />
<br />CONVENTIONAL ;:RAMING OR AlU~H,NI.;M
<br />COVER SYS,EM SHEEr:,NG 30TH SIDES
<br />ANCHOR WIn.;:sa x 112' SHEET METAL
<br />
<br />AlUMINUM SHEETiNG OR VINYL
<br />
<br />AL TE~NA 7~ CC/"tNEC7.QN AT
<br />FASCiA ,oLLCNED
<br />SEE SEorle,N 7 FOR DETAILS
<br />
<br />LOAD WiDT,..,
<br />FOR RGOF BEA'AS
<br />
<br />------
<br />
<br />SOliD RDCF _ , _
<br />
<br />/ ..n LW '.
<br />,-- P'2 ' "'2 ~
<br />-~.-=.--"'=::=:~
<br />~-:.~:....-- ~~~~---
<br />
<br />s'~c: ~'OA" "'NO '~PRIGHTS
<br />?=R' ABLFS
<br />
<br />/ / O.H. :
<br />
<br />EXISrlNG
<br />STRUCT1J RE
<br />
<br />GLASS ROOM WALL SECTION
<br />
<br />i
<br />
<br />P = PROJECTION FRO.',1 :;;'CC.
<br />!_'l'i:: LeAD 'NIDTH
<br />
<br />'''I''\~iES
<br />
<br />r:---- r-' VARIES --t4
<br />
<br />MI,NiMWA 2" x 2" x 0.032'
<br />(TYPiCAL)
<br />
<br />TYPiCAL SCREEN / GLP,SS ROOM
<br />
<br />"",'-
<br />Si-'EETING MI~iM\';M O~E SIDE ~
<br />--"'---
<br />
<br />"""
<br />
<br />--~
<br />~--
<br />------::---==~
<br />
<br />~
<br />'"
<br />"'
<br />~ Ci
<br />~
<br />
<br />MAXiMUM WIDrrl =,
<br />EDGE 3EA~ SPANi:
<br />"RO:JGrl C?E"ING'
<br />',vlrrl ~o HEADE,<'
<br />
<br />2" x 2'
<br />
<br />NorES:N:C;-'CR ,. x 2" CPE'l BACK E.XT~USiON 'NIT'e< 1/4':<2.1~' OCNC?Er:
<br />F..STENE,"Y.AX:....VA OF 2'-{)' ON CENTER AND 'Nlr", I 'I 6" OF I~PR!GHT
<br />ANCHOR" x 2' TO WALL wire< 2.112" #10 S;-;EEr ME'"AJ.. SCREWS Wlrrl
<br />WAS"E;S 2'-0' 0,'1 CE....TE.", ANC;-;CR BEAM ;.'10 :';;::~IGHTS ,NTERNAll Y
<br />OR '^\1-i ANCHOR c,-:p~ AND #'0 SCREWS AND WAS"ERS.
<br />Mltl,MUM SLAB THiC:"N2SS FCi'! SLAa ON GRADE IS J..~,'2" CCNCRErE.
<br />SE EOT FRC.'" WALl 3EAM FROM TABLE 'JSiNG U'"RGE" LOAD 0'110111
<br />VALl.:E OF ?12 CR?'2 .O.H.
<br />'P" 'S CLEAi'l DiSTA.';CE FROM f'OST srRucrURE TO =RGNT""AL!. BEAM.
<br />
<br />Re,\OVE 'IIN'(1. WINDOWS 'trrlEN WIND S;:EEDS ME PREClICr=:O TO 3E
<br />is M.P.H. OR GREArER.
<br />
<br />SLAB J.>'2" MI,"iMUM
<br />(SEE DETAilS)
<br />
<br />TYP!CA,L ELEV..\ T!ON GL<\SS ROOM 'NAl L
<br />
<br />~
<br />
<br /><J"~" ~~~'bs:62/A8lES
<br />..4V . '~~ . SiRUCT1JRAL OR PAN
<br />~.# " "'''-
<br />"'. .~,
<br />. ~. 'A' .~
<br />~ d~ / ~ /
<br />,....' ".- V . .~~ ,/ -...;.~~
<br />
<br />~ ~~P?7~~~~"/;f-' ~~. ,...
<br />
<br />./ ~, ,.,
<br />-, "~~. ..y
<br />~ v.~~~ :/;/:,) ,>.
<br />
<br />oS ~"'~"/' ""'
<br />c ,,;>5''\-
<br />/........./
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<br />'~~.~. 7'/~ .
<br />~~~ '~."
<br />. . dY '" '-'. "~
<br />~ ' ~
<br />'-...... ,': . . PANEL SPAN "", ~.
<br />'~I ~ ; 'A' ~'\.
<br />'",X"'. .\ .1 SEE TABLES "")~
<br />~.' ',.p-<\\, '.yP'
<br />; >~.,..~'.. ',;/
<br />'.:I-'//~~ ."...,,;-YO
<br />?' /". .::;:,.. #'.... ,
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<br />'- ~i ~!~
<br />~~ I ~ "'-
<br />--4 "-"! ,/ /
<br />~/~ ~.' #,/ "'
<br />oS .... , / ;.S-\':;
<br />~/ '--.../ "
<br />
<br />
<br />'H'
<br />
<br />-It . UPRIGHT HEIGHTS
<br />
<br />TYPICAL FLAT ROOF ENCLOSURE
<br />
<br />TYPICAL GABLE ROOF ENCLOSURE
<br />
<br />y
<br />"" 1',""," '"
<br />
<br />y~ -"0,
<br />.~ ~!:..
<br />C J -: x
<br />r ~i ~
<br />, -"0,
<br />
<br />2" X 2" PATIO EXTRUSiON
<br />
<br />y
<br />~,. -;-~.-r
<br />
<br />;....~ -"0,
<br />; :1 ~
<br />i j ~
<br />t Oc~"l-; x
<br />
<br />I _'<
<br />
<br />SOLID C::;VE,q
<br />
<br />EDGE '3EAM
<br />
<br />~
<br />
<br />VARIES
<br />
<br />A = 0.65 in.l
<br />WT = 0.78 Pl.F.
<br />.
<br />Ix = 0.54 in.
<br />Sx = 0.43 ,n. 1
<br />5063 .. T6
<br />
<br />2" X 3" X 0.050. PATIO EXTRUSION
<br />NOTE: 0111EH POSSiBLE EXTRUSION SECTIONS
<br />NOT SHOWN SEE ENGiNEERING MANUAL
<br />
<br />;>.\o<>'Oc:'"
<br />
<br />--~,
<br />--' ! --
<br />~. .~
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<br />, I I !--
<br />I 11,' SO"'~. "\ 1\'J"l
<br />: I' Z" . S' S 'A 3. ,;E.>D"i'l ~ !5
<br />I >( _~~_______ -= I >( I~
<br />;"oj .;S (~/T ~ .:~. ': :; :~"";~~ ;::OA',~',.\ ---': ("of I ~
<br />I ~ , I ~
<br />...Lr--
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<br />-.-........""> -~.
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<br />AL -::F(.~A7IVE :!E.A..~ Sl";:l"CR r
<br />RECc.iV',~G C.....j..-\.~~~:.. 5 ~a ( . ,'2"
<br />TO STUD a <a. ,,?, TO 3EA'.4
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<br />'?,IQGC. C~?
<br />
<br />~-,.-
<br />~..\.~':--........,
<br />~ .............----:-"':::--:'
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<br />...-:-=-- ' , - ~', j '~( .-
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<br />;. _~~--;-f--f-~--~~ '~____ ~
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<br />.::---,;-:.- -------- - ~ --- -- --~...
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<br />____ I I --------
<br />~ , I I '., ,---:-..,
<br />I : I J j' I :
<br />i ' I : Ii' '~-- 3EA'.4 SU?"CRT , : 2
<br />) I : I I 57''';':51'''?tCAi. ; i 2
<br />>(1 10( 110(1 >( ,:,:')
<br />I-I Ni-, N:~
<br />I 1 I: I j I?;
<br />_c.....J... -1-_
<br />
<br />;.s x ~,"Z' :~ ,:::=,~ ?A..'-lE~:
<br />
<br />'x ~IOGE ~E."M
<br />
<br />-,-'("'-
<br />
<br />....:..- ,.-1-
<br />
<br />FR.~.'~i~G DE7AJLS
<br />
<br />"HE ST;li,JC-;'"AA!. AiJOI-'C."'S AS S,..OW'< .'< "."S E."G,"ES;l,'<G 'ACKAGE ME ~ES;G''''E" 70 SE 'AA^-~:ED.O A ",^'<UFAC7'~~ED
<br />
<br />HOME ST?UC";\.'RE. iME ;:)'E.~ SL:P?CRT S'YSTEV FeR "",",:...jE I.,4A"f~~AC7'JREiJ .-4CME U,~lT AS ~EF~.~.E~CED SY i'r': :;M\I
<br />
<br />RULE '5("..-4.COi2A.\(O ThE '\A110~l MA..\iI..=,J,C71JR.=J f-oC\jSI~G :GNSiQUC7'CN AND SAFE7Y STAACARCS AC7 J28Q,306 S
<br />
<br />ADECt.:ATE 'f"o r--A"-lOLE iHE .J.CCITiCN.-\l. ~;,.'C~"..;:v..L _CAD 7RA.'-tSMJITE~"70 ';"'r-e M.A..~UrAC-r;,.'R=~ ~CME S7'RI...C'7""",.:~E;'r
<br />''''E SiRUC~,'W.. .ADOI7!O."
<br />
<br />7'd: ?A.N S?ANS S,..CW~ ME CAl.C'J\.ATI:J C'< ~ENC~S7 CAS" LOAD OF 120 M?'1 'NINO UP'.:FT OR 20 # I SQ. F"'. L;'oIE LOAD
<br />\lUl 'G?L Y "UMaE."l CF SCREWS CR ANC;~CRS SY CC...YE;lSION FCR DIFFE,~,,"T.'IiND LOADS
<br />
<br />re<E DES:G,"S AND S?ANS SHOWN ON 7'-ESE DRA\V1NGS A."E
<br />5ASEC ON "rlE LOAD RECUIRE.'..1E,<TS FOR THE FOLLCWING
<br />CODES:
<br />
<br />I) STANDARD 3UIlDING CODE '99i, C",APTE.q ~5
<br />,NC:'UOiNG ssm 10-;6
<br />2) SOCA NAT\C~ SUILDING CODE'S96
<br />3) TE.XAS DEPARTMENT CF 'NSU,RANCE WINcsrORM
<br />RESiSTANT CONSTRUCTION' 993
<br />
<br />I II?: 11 'k
<br />
<br />,. x 2" xJ04A"
<br />
<br />~
<br />
<br />c
<br />t
<br />
<br />i- 2" x 2" x 0.04A"
<br />....
<br />
<br />~ 4
<br />
<br />WiND LOAD 70 SNOW LCAD CCWE,RSiON TABLE:
<br />I ~ YR s~w LCAD OESJG.'< s."O'oV LOAD I ""..Q LOAQ I ~"''lO'NG ~
<br />15.2S~isa.FT. J.1HISO,FT.' 9SMPHiCPEN
<br />,25-JO # I sa FT. 51.70 j {SO. FT I 100 MP!-< 10PE,N
<br />I 31.J5 ~ I sa. FT 61-70 j {SQ. FT. I 120 '-Ii'" / OPEN
<br />! 3~0 # I SQ. ;:T. 51-70 j I SQ. FT , 'O'.lFH.' ENCLCSE::l
<br />: 6'.70 ~ I sa. FT 51-70 j I SQ. FT. 12:1 MPH I ENCLOSED
<br />SEUC':' ~F CR. WALL. \lCE\laE~S F=lC'" ~?'P:.AT"E Nl~O l.CAU :AdlES.
<br />
<br />CONVERSION DETAil 1
<br />
<br />,-::( 2,~25.:'( ~. x a ~O"
<br />RECE!VING C;-'A'<~EL EACH
<br />SiDE
<br />
<br />r- 2 . 25"--'
<br />. 'r
<br />D'I-'<
<br />1 ~
<br />
<br />AL.JJA' ~
<br />j-~~
<br />1-
<br />
<br />ATTACH CI-i.A.~"ELS ro
<br />EXISTiNG 2" x 2' POST
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br />
<br />WIND ZONE
<br />SS1't1ARD OF ICW. .
<br />iNl.AND OF IC.W .
<br />
<br />INTERCOASTAl WATERWAY
<br />
<br />CO....VE,"lSION FACTORS
<br />ROOF WALL
<br />0.67 1.00
<br />0.i4 1.00
<br />
<br />EX1ST'ING 2' x 2" x O.C,u'
<br />UPRIGHT
<br />
<br />WINDOW FRA',<E
<br />
<br />CONVERSION DETAIL 2
<br />
<br />J08 NAME:
<br />
<br />OPTIONAL
<br />SCREEN ROOM TO GLASS ROOM
<br />CCNVERS:ON DETAilS
<br />
<br />ADORESS:
<br />
<br />c-
<br />
<br />~ -.-:- ::"'= J:=:~.',~~"":"l'"
<br />
<br />.------.-.- .'....-., ----,'" ....--..------.--,---.......-.- ---..-...-....-~.._.- - ~ ~-"&-......_..,_.,,,. -~...._.~'...-._.._---.-..- ~_....._---~...,--..----_._.__....._...__..-...
<br />
<br />...J
<br /><
<br />:J
<br />'l'J Z
<br /><
<br />~ :;:
<br />C z
<br />C I",
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<br />(/l (/) ...J
<br />(/) :..u <c
<br />< 0 f-
<br />...J (/) l.!J
<br />(J w 0
<br />06 cc: <"'l
<br />:J
<br />f- Z
<br />>- U 0
<br />>~ :J f=
<br />a:: u
<br />~ t:; t:5
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<br />cc: :J
<br />U Z
<br />(/) ~
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<br />"-
<br />WI<:
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