|
<br />~'
<br />
<br />SEE SLAS DETAILS
<br />FOR rOOTI~ICS
<br />
<br />/---
<br />,
<br />~---=-._~.:-~~-===- -':="-==~:-~--:-~;::--==---==---.3 ___.....
<br />-:,',-1--:1 :l, II
<br />:1 rr1..W ~ i
<br />I 'IIFOR MAX.. 'I
<br />II, II i,!L;PRIGHTii, I
<br />,I Ii !, lENGTH; ,", Z" 1
<br />;- VARIES' NO MAX. (ElEV. St...A~ OR ON GRADE) .;-----'<
<br />
<br />ROOF
<br />
<br />SELECT EDGE BEAM TABLE 3.1,1 NlD I OR TABLE 3.1.2
<br />
<br />SOLID ROOF
<br />
<br />,---
<br />~-~
<br />"
<br />L1
<br />
<br />WiNDOW FRAMING CAN A TI ACH
<br />DIRECn. Y TO HEADER
<br />
<br />:c
<br />
<br />GlASS WINDOW INSTALLED PER
<br />MANUi'ACTUl'lERS SPECIFICATlONS
<br />
<br />TYPICAL GlASS ROOM WITH SOLID ROOF. TYPiCAl FRONT 'IIEW FRAMING
<br />. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF ,.><2'" PLATE TO BOTTOM OF WALL cEAM)
<br />
<br />CONVENTIONAL FRAMING OR ALUMINUM
<br />COVER SYSTEM SHEETiNG BOTH SIDES
<br />ANCHOR Wlrr, ~ x 112" SHEET METAL
<br />
<br />:1':
<br />~
<br />
<br />----~- 'i
<br />
<br />ALUMINUM SHEETING OR ViNYl
<br />
<br />AL TEr<.NA TE CONNECTiON AT
<br />FASCIA "UOWED
<br />SEE SECTION 7 FOR DETAILS
<br />
<br />lOAD WiDTH
<br />FOR ROOF BEAI~S
<br />
<br />[~
<br />
<br />SOUD ROOF
<br />
<br />~
<br />
<br />/-- P!'2 - /-- P!'2'~
<br />--- -----------. ~..,.~,:-=-=--=---,~
<br />
<br />,.,; 0 H; In EXISTING
<br />, . 1 . ; STRUCTURE
<br />a
<br />
<br />GLASS ROOM "',tALL SECTION
<br />
<br />,/-- lW ..- -....
<br />
<br />S":.c ~EAII AND UPr<.IGHTS
<br />"'~R ' ABL-S
<br />
<br />---_._--:
<br />
<br />P = PROJECTION FRO~A ~~cc.
<br />lW = lOAD WIDTH
<br />
<br />V.-.r1.iES
<br />
<br />"
<br />
<br />.-"-- r> "ARiES --,<
<br />
<br />--------
<br />- ~
<br />
<br />MINiMUM 2' x 2' x 0.032"
<br />(TYPICAL)
<br />
<br />-......
<br />
<br />'-,-<
<br />rn
<br />I wJ
<br />~ ~
<br />>
<br />2:'X2"J--,
<br />VARIE:S
<br />-
<br />
<br />TYPICAL SCREEN I GLASS ROOM
<br />
<br />MAXIMUM WIDTH =:
<br />::DGE: BEA.Y SPAN::
<br />~C::jGH OPE'''',G:
<br />. WITH NO HEADE:R'
<br />
<br />SHEETlr.G MINIMUM Oi';E: SIDE
<br />
<br />".......
<br />
<br />~
<br />
<br />NO,ES:A....~CHCR d x 2. C?=~ SACK ~:rJslc~ \V17'rl '{4"x2.~':':" CONC;=(ETS
<br />F.!S"7=:S~~ MA..X;~,A,!...~A OF 2'-C' ON c=~n=~ A.l...f:: \'Y~:~I~ 6- D~ Ui='RIGHi
<br />ANCHOR 1".2' TO WAll WIT;'" 2.',/2" #1Q S"'=::I ,...E:TAL SCREWS WIT"
<br />WASH="'S 2'-0' ON C::,TE:R. ANCHOR 3EA.'<I ~.."ID uFRIG"TS INTEF.NA.l.l Y
<br />OR 'I,T,., A."CHOR C~!P::; A~iD #10 SC,R:WS AND \'lASH:RS,
<br />
<br />MI~JI""~lJM SLA3 7HiCK:~=SS FOR SLA.5 0,"'" GRADE IS 3-~/2" CONeR::T::.
<br />S= ECT FRO"T WAL,- 3EA.'-\ FROI>.'. TAB,-= 'J3iNG :.p,RG::R LOAD WIDTH
<br />VALU:: OF;:/2 OR ~,'2. O.H,
<br />.p" ($ Ci...E.'\J~ CHSTA.....CE FROM HOST SI?UCTURE TO ;7RONT WAL!... SEAM.
<br />
<br />SLA3 3-1(2" M:'<IMU,",
<br />(s::= cETAILS)
<br />
<br />TYPICAL ELEVATiON GLASS ROOM WAl L
<br />
<br />REMOV:: VINYL WiNDOWS Wrl::N WIND SPEEDS A.'<E PREDICTE:D TO BE
<br />i5 M.P,H, OR GRlEATER..
<br />
<br />..'
<br />
<br />/
<br />/
<br />/~;'~ S?ANS PE:'" TABLES
<br />~ '~ ' SOLID ROOF
<br />~ ' "Si R\JCTURAL OR PNI
<br />~ ~' ",>-~.
<br />~. ,. ~
<br />"-,, 'A' -''-<-t-.. /
<br />(';" ...........~ ...-:c~':!~~;-'
<br />~,; " ".;o:?
<br />,>:-,::~~:,.,.. ,.
<br />~'~~..;.;,y~r-'
<br />
<br />===-:;?/
<br />7~~'
<br />~'~ ~
<br />~" ~ _~ P~"IE~~;:,
<br />,'~>'~ '" SE:E TA3l:S ",~
<br />.,,-,~ \<PP
<br />.i ~ ~""" ::>" " ....-A- ,.
<br />'H' .", ';-&'~"v/'
<br />-<<~-</ ~ ./Y
<br />~~/ ~,<;.".,q/:<'--#
<br />'- r'~~, ,,,,,,,;.9',
<br />.~ ~ ""~'~..:,
<br />~~, ~~ /'-
<br />1.t;>/~S ~~ ~/,/ ..ro~S
<br />~ '0'" ..,ji""
<br />~./,,--/
<br />
<br />y
<br />~"c-'-,.-/,
<br />
<br />
<br />~ ~---'-<
<br />',.. :::..
<br />( ~~X
<br />~, "
<br />. ~i~
<br />
<br />'H' *
<br />
<br />2" X 2" PATIO EXTRUSION
<br />
<br />.' .-!;~ ~"'-'./
<br />"~ ./'
<br />";'://,c ./
<br />"'- -'''co/'
<br />-'~ ~,~ .~
<br />.........~ "".:":~ ~;~;-
<br />............... ~ ~ ~.:
<br />v '~,~~".",. "~<J'!".,p"
<br />1.t;>/~'<:"'''',,,,, .' ,,,rJ" ;.-
<br />s" "'. "~,.;;~......_-- ..:::,
<br />'~/"--"~ ..,jl>-""o;..
<br />
<br />y
<br />..c,'7'-"/
<br />
<br />;..,;. ~~.
<br />;;=- 0:(1
<br />,i- <) "!
<br />
<br />"
<br />/ 0,050"
<br />
<br />I
<br />:2.-"" x
<br />'I
<br />.~
<br />
<br />* ,UPRIGHT HEIGHTS
<br />
<br />-'-;
<br />
<br />TYPICAL FLAT ROOF ENCLOSURE
<br />
<br />1YPICAL GABLE ROOF ENCLOSURE
<br />
<br />2" X 3" X 0,050" PATIO EXTRUSION
<br />NOTE: OTHER POSSI3LE EXTRUSION SECTIONS
<br />NOT SHOWN SEE ENGINEE:RING MAN\JAL
<br />
<br />
<br />"~~~~}::,~.i~::' -
<br />
<br />.. . ...:., '"-;r- _ ~
<br />-----------~-----,.__...._........
<br />,E;<~~ ~H~,~,: ~~., ':;:-~.3,.~~;:~:~tt~?~..~it~~~~~
<br />."',...",,\l'--,y, ~.,''>" "."~~7'~'~,,,'X::r
<br />'~:',,?t"~~1~: ,>_~".""~;;~J.fki<{\~~::~~f~~:;.
<br />
<br />
<br />SOLID COVER
<br />EDGE 3EAM
<br />
<br />A = 055 In,2
<br />Wi = 0,78 Pl,F
<br />.
<br />Ix = 0,1;4 In,
<br />Sx = 0.43 in, 3
<br />5053 .. T5
<br />
<br />....r,C cJ>S'
<br />l'-\"~-
<br />__--nt----_
<br />~ . \;1 J" :'c-...~
<br />~. ~~' Rool"p -..~-=-_
<br />~~-:--. ,."....; ~ ~~",^,EL ':--"~
<br />\~'~___.~ ~,. W~~.._--- '--" -~1
<br />~ ~ TT ~ ----+-- ~~~
<br />\ _.- I 1 ....\ I ~ /
<br />' I. I -N
<br />6C"MAX. I 0 I II",
<br />2" . 6" S,J,g, HEADER 0 I ' I g
<br />o I II~
<br />-, II( i~
<br />I NI~
<br />I I I::
<br />...u, ...L
<br />/
<br />
<br />
<br />I
<br />i
<br />I
<br />I
<br />i I
<br />I 1 I
<br />J.)1r'-
<br />,
<br />
<br />. i
<br />
<br />118. 'IZ' @24'') C,:3 'E'< PA,"'"L)
<br />
<br />AI.. TERNAIIVC EEAM SUP~CRT
<br />RECEIViNG C!1A.'<NEL 6 :<e . 1;2"
<br />TO STUD 8..a . ',,'2" ~O 8EAM
<br />
<br />118 . llZ' (3 PER PANEL)
<br />
<br />cG<- C# _____
<br />\'0' . _ _-'-
<br />~ /~~___ 2. RIDGE BENoI
<br />~- ' ",/ ..,.//' ',~
<br />~- ,>>f~ J'" '~-_
<br />,.--::-~~ ~--- ' _ _ - - --/ ~ 1 "-~,4IvEL "'--. '~""~
<br />
<br />\~__-'----'-1" . --0-f:-~~.. /
<br />.?-7,- _...l.-c. ~ ~~
<br />\ I I I _________.
<br />II I _____ !
<br />'" I ii'" i T--:
<br />Iii I I '-_ 8EAV SUPPORT I I' '"
<br />1 I i I ii' I STUDS TYPICAL I I g
<br />I I i I I I u;
<br />I I ~':l ;:',=,' ! ;:1...1
<br />I i I ! ! ! <'
<br />,/1 I!,,': 1/1::
<br />- . r- ~ ...L_ - ,.-L
<br />I I
<br />
<br />FR..\MING DE-iAILS
<br />
<br />7.,E SI~UC7\JR.AL A.DDr'.;c~s AS SHOW~ .,~ ~!S ::~~:SEER~.~G :::ACKAGE ARE DESiGN=~;-O ee.WR..~lED TO.4. !,oIA~UFA~~=D
<br />HOME STRUCTI,;RE. 1ME PfER StJPPOR.T SYSTE.V FOR 7'--!E M.A..~~~ ACTUREO rtOME UNIT AS REFERE\4CE:) SY Trl: ~MV
<br />RULE ~ 5C-2.oo72 AND TI-iE NATIONAL MA.'<UcA::nJR2D "CUSiN:; :ONSTRUCTION AIiD SAFE'Y STANDARDS AC'7 J21lO,:;G6 's
<br />ADEQUATE TO i-\.A.."-IDLE THE ADDiTiO~ ~'.JC~~~l. ~CAD ~1"\A."SMrlTE:' TO 71-1: ~'('UFAC11JRE~ rlOME SIRUC~KE 3Y
<br />THE S7RUCTU?AL ADDjT'O~,
<br />T~E PA.N SPA.~S SMCWN ARE CALCUIAT<:D ON !'HE WORST ::AS= LDAD OF no MPH WIND UPLIFT OR 20 #I SO. FT. LNE LOAD
<br />MUL TiPL Y NUM8m OF SCROOWS OR ANCHORS BY CC~VERSION FOR DiFFERE~T WIND LOADS
<br />
<br />lJ;::.lJf"
<br />so 9
<br />; ;; 1-
<br />r==H
<br />;,. 'r;" 00:1
<br />- "j
<br />l~-
<br />
<br />THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
<br />SASED ON THE LOAD REQUIREMENTS FOR THE fOLLOWiNG
<br />CODES:
<br />1l STANDARD BUILDING CODE '997, CHAPTER ',6
<br />INCLUDING SSTD 10-95
<br />2) BOCA NATIONAL BUILDING CODE 1996
<br />3) TEXAS DEPARTMENT OF iNSURANCE WL'IOS-:-ORM
<br />RESIST ANT CONSTRUCTION 1998
<br />
<br />,. x 2' x 0,044'
<br />
<br />2:' x 2:' x 0.044'
<br />
<br />WINO lOAD TO SNOW lOAD CC"IVERSION TABLE::
<br />i 50 ~R SNOW LOAD DESIGN SNOW LOAD I WINO lOAD I e"1l01NG TY?IE
<br />: 5,25 # I SQ. FT, 3 -'5 # I SQ FT. I 95 MPH I OPEN
<br />25-30 # I SQ, FT, 61.70 # I SQ FT '00 M?H I OPEN
<br />'31-35#/SQ,FT, 6'.70#/SQ FT, ,20MPH/OPEN
<br />35-60#/SQFT, 61..70#ISQ,FT 1,OMPHJE'IC<..OSE:D
<br />61..70 # I SQ, FT, 6'-70 # I SQ FT, '20 MPH: ENCLOSE:D
<br />SEU'Ci ~ OR W.4.Ll ~EJ.4BERS FR:Q!.l .A.PPRCPR<AT"E WINO LOAD i"-3tES
<br />
<br />CONVERSION DETAIL 1
<br />
<br />
<br />CONVERSION FACTORS
<br />ROOF WALL
<br />0,67 1,00
<br />0,74 1,00
<br />
<br />,. x 2,'25" x". 0 C-'C'
<br />RECEIVING Cf-'.ANNEL lEACH
<br />SIDE
<br />
<br />,/- 2.125" '-'~r
<br />r=nu~
<br />I; ! ~ ;
<br />tu~r
<br />T -1--"--
<br />CONVERSION DETAIL 2
<br />
<br />ATIACH CHA"NElS ,0
<br />EXISTING 2" x 2' POST
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br />WIND ZONE
<br />SEAo'I'ARD OF I.C,W .
<br />INLAND OF I.CW, .
<br />
<br />. INTERCOASTAL WATERWAY
<br />
<br />EXISTING 2' x 2:' x 0 C4.\"
<br />UPRIGHT
<br />
<br />WINDOW FRA~E:
<br />
<br />JOB NAME:
<br />
<br />OPTIONAL
<br />SCREEN ROOM TO GLASS ROOM
<br />CONVERSION DETA1LS
<br />
<br />ADDRESS:
<br />
<br />~
<br />o
<br />CJ
<br />
<br />~
<br />0:(
<br />::)
<br />(f)~
<br />~ ~
<br />OZ
<br />er:0(f)
<br />(f)C/)~
<br />(f) llJ ~
<br />:sOl-
<br />'-'~~
<br /><>6 a:: n
<br />~::)Z
<br />>-1-0
<br />Z U
<br />:> ~ t;
<br />Z I- llJ
<br />llJ (f) (f)
<br />w :2:
<br />er: ::)
<br />u Z
<br />(f) :2:
<br />::)
<br />~
<br />0:(
<br />
<br />.1-
<br />W~
<br />. >-' N
<br />0... :5 ;;;
<br />V)M
<br />:::-~i"#"
<br />0)(.)<';::
<br />C~6;!:g
<br />c~~:e:g
<br />0) (fot;-":'
<br />r:n3~e~
<br />'~SUJC5
<br />W~o6e
<br />., ~ ~
<br />Q)U ~&u.
<br />M..J
<br />c ... UJ
<br />(l)
<br />....
<br />~
<br />C'U
<br />....J
<br />
<br />
<br />SEAL
<br />SHE T
<br />
<br />1
<br />
<br />
<br />>.C-'. _' ",0 .,'_
<br />
<br />- - "i)ir,; ..~~il-1W~z~~ --
<br />
<br />'-<:~j '~:;r . ::~~-
<br />- .._--.~':;-_._..:;::'_.......~....._~'-
<br />~::\~~fj?i~~:;.::-~:-.;:'~_~~ > ---:.;~~~~~-i,:;~;~f..-:~~';~~~~
<br />~;-0~~ .~.,t~~ .<~ -.'t,,- o~~;.c~::~" :''1~-;.~ '=;:~):rr::'~' -
<br />
<br />"0 ,.' -.', .;
<br />-- -.-.--.....--....
<br />, _. ;~~![~.c::_~~ :.~_::?-~.
<br />,-_c<lt" - "
<br />'~~ ~}t;~~;~.'
<br />
<br />
<br />----~..-:~~;
<br />'/"'::-4~1--.::
<br />
<br />~~~7-~~' _ '0'
<br />:.?~~~-;<:.~~
<br />
<br />!::'
<br />.. .
<br />
<br />.._'",:" '" ~ ~.2_
<br />."."-. --.. -...'........,......,,~
<br />. ---,,_...._-~~~--,
<br />
|