|
<br />ROOF
<br />
<br />SELECT EDGE BEAM TABLE 3, U AND I OR TABLE 3,12 ,/
<br />= ---, "
<br />
<br />I' I
<br />~ ~~W-~
<br />I I' FOR MAX~
<br />II d UPRIGHTi
<br />~I: LE:-<GTH: "x2'
<br />VARIES NO MAX, (ELEV, SV<S OR ON GRADE)
<br />
<br />SEE SLA.B DETAILS
<br />FOR FOOTINGS
<br />
<br />SOLID ROOF
<br />
<br />WiNDOW FRA.',l,NG CAN ATTACH
<br />DIRECTLY TO HEADER
<br />
<br />J:
<br />
<br />"
<br />
<br />- '--r~
<br />
<br />TYPICAL GLASS ROOM WITH SOLID ROOF, TYP!CAl FRONT VIEW FRAMING
<br />. (HEiGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PV<TE TO BOTTOM OF WALL BEAI.A)
<br />
<br />GV<SS WiNDOW INSTALLED peR ___<_
<br />MANUF ACTURERS SPECIFICATIONS
<br />CONVENTIONAL FRAMING OR ALUMINUM
<br />COVER SYSTEM SHEETING BOTH SIDES
<br />ANCHOR W1Tl1//8 x 1/2' SHEET METAL
<br />
<br />ALTERNATE CONNECTION AT
<br />F ASClA ALLOWED
<br />SEE SECTION 7 FOR DETAILS
<br />
<br />ALUMINUM SHEETING OR VINYl
<br />
<br />LOAD_VIDTH
<br />FO. R ROOF SEA,YS _____
<br />
<br />/- LW -r c::::
<br />, .<'- P'2 ~ P.'2 -+
<br />I .
<br />
<br />SOLID ROOF
<br />
<br />SIZE BEAM AND UPRIGHTS
<br />"lOR TABLES
<br />
<br />)< OH, 1
<br />
<br />i> = PROJECTION FROM ElLDG,
<br />L W = LOAD WIDTl1
<br />
<br />--~
<br />I " "',"",IES
<br />
<br />,
<br />I
<br />/- P VARIES -;,t
<br />
<br />---~-b
<br />
<br />EXISTIN3
<br />STRUCTURE
<br />
<br />GLASS ROOM WALL SECTION
<br />
<br />SOLID COVER
<br />, ~ EDGE BEAM
<br />MINIMUM 2" x 2' x 0,032' ~ I ::::---;:
<br />(TYPiCAl) r---". Ii II,
<br />r---:MAXiMUM WIDTHe' I-~
<br />I lEDGE BEAM SPANI !!:!
<br />SHEETING MINIMUM ONE SIDE ~ rl~ROUGH OPENIN ~ ~
<br />-t::~~,_JWITH NO HEADERi 2" x 2" I_{
<br />~I II IF! _.;.. VARIES
<br />SLA.B 3-1/2' MINIMUM I
<br />(SEE DETAILS)
<br />
<br />TYPICAL SCREEN I GLASS ROOM
<br />
<br />NOTES:ANCHOR l' x 2' OPEN BACK EXTRUSION WITH 114',a.1/4' CONCRETE
<br />FASTENER MAXIMUM OF 2'~' ON CENTER AND WITHIN 6' OF UPRIGHT
<br />ANCHOR ,. x 2' TO WALL W1Tl1 2.112" #10 SHEET METAL SCREWS WITH
<br />WASHERS 2'~' ON CENTER, ANCHOR BEAM AND UPRIGHTS INTERNALLY
<br />OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS,
<br />MiNIMUM SLAB THICKNESS FOR SLA.B ON GRADE IS 3-1/2' CONCRETE,
<br />SELECT FRONT WALL BEAM FROM TABLE USiNG LARGER LOAD WIDTH
<br />VALUE OF P/2 OR P/2 . O,H,
<br />.P'IS CLEAR DISTANCE FROM HOST STRUC11JRE TO FRONT WALL BEAM,
<br />
<br />REMOVE VINYl WINDOWS WHEN WIND SPEEDS ARE PREDICTED TO BE
<br />75 M,P,H, OR GREATER.
<br />
<br />~<<f SPANS PER TABLES
<br />, '. SOLID ROOF
<br />STRUCTURAL OR PAN
<br />~",,# ,;;) '~.
<br />-~~' II ~
<br />'H' * ;;~I/ 'A' ~~
<br />.l~'", ,~
<br />'~~/!i' /;
<br />" /:,... /;1 . ~'<_4;,~9;:
<br />-'. ' ./ ,II "
<br />/' ii ' 'Ii
<br />-''-'-_, " ~~:I ,;i.'~1
<br />-~I.' I, ':,
<br />V. ~', !'
<br />1ty/~S' ""-,~.,,#'
<br />
<br />~ ..../
<br />
<br />* . UPRIGHT HEIGHTS
<br />
<br />
<br />'-
<br />>-
<br />
<br />TYPICAL FLAT ROOF ENCLOSURE
<br />
<br />TYPICAL ELEVATION GLASS ROOM WALL
<br />
<br />
<br />'----
<br />
<br />'H'
<br />
<br />TYPICAL GABLE ROOF ENCLOSURE
<br />
<br />y
<br />,.c 1'+ 1'-/
<br />
<br />~-"<
<br />r ~-~x
<br />
<br />',. -l,
<br />r 1 ~
<br />2" x 2" PATIO EXTRUSION
<br />
<br />y
<br />"" l' ,"" l' t'
<br />,
<br />
<br />n-'"
<br />",. .'
<br />
<br />
<br />fo= r-t'
<br />
<br />, ~
<br />: -~
<br />
<br />A = 0,65 In,2
<br />WT = 0,78 PLF,
<br />Ix = 0.54 in,'
<br />Sx = 0.43 in,3
<br />6063 . T6
<br />
<br />2" x 3" X 0,050. PATIO EXTRUSION
<br />NOTE: OTHER POSSIBLE EXTRUSION SECTIONS
<br />NOT SHOWN SEE ENGINEERING MANUAl
<br />
<br />
<br />
<br />~\oGa eN'
<br />
<br />6O"MAX,
<br />'Z' x 6' S,M,6, HEADER
<br />
<br />t#J x 1I'r @ 24' 0 C, (3 PER PANEL)
<br />
<br />AL TER."lA TTVE BEAM SUPPORT
<br />RECEMNG CHAN!,;EL e t#J x 112"
<br />TO STUO ! t#J x 112" TO BEAM
<br />
<br />~\oGa eN'
<br />
<br />I. )i~1
<br />~
<br />
<br />FRAMING DETAILS
<br />
<br />[I U)
<br />Ie
<br />Ii?
<br />. I~
<br />"'I;l
<br />I~
<br />1;-
<br />
<br />t#J x 112" (3 PER PANEL)
<br />
<br />2 x RIDGE BEAM
<br />
<br />- _ , J' ~OOe '- - - _ _
<br />--, PAN<- - - ,
<br />~. '"><eo, .~
<br />
<br />2~ ~ --
<br />
<br />~
<br />
<br />
<br />
<br />BEAI,( SUPPORT
<br />STUDS TYPICAL
<br />
<br />II U)
<br />Ie
<br />l~
<br />*' l~
<br />"'i;l
<br />I~
<br />V-
<br />
<br />THE STRUCTURAl. ADDITIONS AS SHOWN IN T1-US ENGINEERING PACKAGE ARE DESIGNED TO BE MARRIED TO A MANUFACTURED
<br />HOME STRUCTURE. Tl'E PIER SUPPORT SYSTEM FOR THE MA.'lUFACTURED HOME UNIT AS REFERENCED BY THE DMY
<br />RULE 1SC,2,OO72 AND THE NATlONAL !.\ANUFACTURED HOUSING CONSTRUCTION AND SAFETY STANDARDS ACT 3280,306 IS
<br />ADEQUATE TO HANDlE THE ADDlTlONAL STRUCTURAl. LOAD TRANSMITTED TO Tl'E MA.'1UFACTURED HOME STRUCTURE BY
<br />THE STRUCTURAl. ADDITION,
<br />THE PAN SPANS SHOWN ARE CAlC1J1.ATED ON THE WORST CASE LOAD OF 120 MPH WINO UPLIFT OR 20 # I Sa. FT, LNE LOAD
<br />MULTiPlY NUMBER OF SCREWS OR A.'1CHORS BY CONVERSION FOR DIFFERENT WIND LOADS
<br />
<br />j,-r,tTrC '
<br />
<br />rH-
<br />~ J-
<br />~
<br />CONVERSION DETAIL 1
<br />
<br />1" X 2' x 0,044'
<br />
<br />/~
<br />
<br />2' x 2' x 0,044'
<br />
<br />/-2,125'-rr
<br />
<br />I...-rr'~ -~
<br />I ~
<br />: -"<
<br />
<br />l' x 2,125' x l' x 0,040'
<br />RECEIVING CHANNEL EACH
<br />SIDE
<br />
<br />ATTACH CHANNELS TO
<br />EXISTING 2' x 2' POST
<br />
<br />EXISTING 2' x 2' x 0,044'
<br />UPRJGHT
<br />
<br />
<br />WINDOW FRAME
<br />
<br />CONVERSION DETAIL 2
<br />
<br />OPTIONAL
<br />SCREEN ROOM TO GLASS ROOM
<br />CONVERSION DETAILS
<br />
<br />ALL TECHNIC.AI, ,ASSIST,A:-;n ;,'f, 1 ERIALS ,ARt
<br />PRO\ _)[-:D -AS.:Sw, :\!'-ID RC': .,,~ ,4.,~.:"-~llNlJ~{
<br />DiSCL,', "..{s /\LL \'~' A.RR..A,':-.iT1ES E;(PRESSED OR
<br />1M:, 'f:'. ",,;Cl.UDl1'.G bleT :-;OT LIMiTED TO, ALL
<br />WA:_l.~i\~~:';E.s OF MEF_::l-L'\NTf.~!L!TY (JR Fn1'-~F..ss
<br />FOR ,A Pi..Rl '~,AR PU,prlSE ROY,\L ALli\1IN\JM
<br />DO >',,-',':- ';j;; ?,'rr n-:.:.. T ^~-:y j-f;,D8UCT ___":ILL
<br />eo~: c Y .ITH 51,\ ~.E 0" LOCAL i,,-'LDING CODES
<br />eUST ..VcRS AH ,O:,LLY RESPuNSlBLE FOR
<br />EN,~ ,G CO..''.LiA,:,',E WiTH ANY .AND ,All
<br />GOVF,RS;,.\E:-;T\L ?,E(;IJU TIO:-;,
<br />
<br />THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
<br />BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING
<br />CODES:
<br />1l STANDARD BUILDING CODE 1997, CHAPTER 16
<br />INCLUDING SSTD ''''96
<br />2) BOCA '<ATIONAl BUILDING CODE 1996
<br />3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
<br />RESISTANT CONSTRUCTION 1998
<br />
<br />NOTE:
<br />WIND LOAD CONVERSION:
<br />SPANS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M'p,H,
<br />WINO LOAD, TO CONVERT TO A 140 M,P,H, WIND LOAD MUL T1~t'
<br />SPANS AND HEIGHTS BY 085 ,.
<br />
<br />JOB NA'.AE:
<br />ADDRESS:
<br />
<br />n'iN6
<br />
<br />n ISc..()lAV\T
<br />
<br />DRAWING FOR ONE PERMIT ONLY
<br />
<br /><0 M
<br />o 0
<br />55 <D
<br />CD ,..:.
<br /><0 <0
<br />X<or-.(',jiO
<br />gg~~g
<br />2 'dlCD I I
<br />Q<o......(',j;:!
<br />;;)a.c;:x~<o
<br />zl-",<,o
<br />-(/) U.oo
<br />i<iio~<O
<br />1.U Ot,.!.
<br />;;) "0'-
<br />.J;~~o(~
<br /><~:J,..:.gz
<br />>- co(/) ~ a: 0
<br />< ,- 0 1=
<br />~~~ii~
<br />~ g
<br />J: ......
<br />
<br />(I) ~
<br />::i I-
<br />
<br />..J
<br />~
<br />:J
<br />rr.~
<br />~~
<br />Oz
<br />o~
<br />0:::_Cf.)
<br />Cf.)Cf.)..J
<br />Cf.) W I-:t
<br />etO
<br />5t3~
<br />060:::",
<br />...J:Jz
<br />>-1-0
<br />~gf=
<br />>0:::0
<br />"I-UJ
<br />zCf.)Cf.)
<br />~~
<br />O::::J
<br />uz
<br />Cf.)~
<br />:J
<br />..J
<br />~
<br />
<br />.1-
<br />W ~ ~
<br />. I-' N
<br />f'\ .... ~
<br />u.. ::l N
<br />(1)<">
<br />~- ~ rt ..
<br />Q,)u<,r::
<br />c~~;!:&
<br />Clu~~:2
<br />Q,)~i3~~
<br />coo~g",
<br />. ~ ;:: ;; ~
<br />WlJJ ::>Za>
<br />000-
<br />())J:X
<br />Q,)o:",a.<
<br />HUlJJ~~U.
<br />Q,) ~ f-
<br />~<D
<br />, 0
<br />ros ~
<br />I~..J: -
<br />fU
<br />/
<br />
<br />
<br />1
<br />
<br />OF
<br />
<br />6
<br />
|