|
<br />SEE SLA3 DETAilS
<br />FOR rOOTINCS
<br />
<br />SELECT EDGE BEAM TABLE 31.1 AND 1 OR TABLE 3.12 ~-
<br />=-, -=-~'==-f---=---~--=O:::~1-'-~~-- ~i~-<---....
<br />
<br />. !i' 'lW.,,": ,I
<br />;! II
<br />I I "IFOR MAX. 'I
<br />I. II !UPRIGHTI I
<br />,! I 11 LENGTHi l' ~ 2' I
<br />"=vARIES NO MAX. (ElEY, SU,B OR ON G~ ---'0,
<br />
<br />ROOF
<br />
<br />SOliD ROOF
<br />
<br />....,
<br />,
<br />
<br />WINDOW FRAMING CAN ATTACH
<br />DIRECTl.. Y TO HEADER
<br />
<br />J:
<br />
<br />TYPICAL GU,SS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING
<br />. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"><2" PLATE TO BOTTOM OF WALL SEAM)
<br />
<br />GU,SS W1NDOW INSTAlLED PER
<br />MANUFACTuRERS SPECIFICATIONS
<br />CONVENTIONAL FRAMING OR AlUMINUM
<br />COVER SYSTEM SHEETING 80TH SIDES
<br />ANCHOR W1rr,II8. 112' SHEET METAL
<br />
<br />w
<br />
<br />AlUMINUM SHEETING OR VINYL
<br />
<br />,-
<br />
<br />-----------.:._ < I
<br />
<br />AL TERNA TE CONNECTiON AT
<br />FASCIA ALLOWED
<br />SEE SECTION 7 FOR DETAILS
<br />
<br />LOAD WiDn,
<br />FOR ROOF BEAI~S
<br />
<br />~
<br />
<br />c/-- LW p- -,-
<br />/-- P'2 - /--, PI2'-c=
<br />SOLID ROOF -'-------_~ --=-__~===-= ~-4
<br />
<br />=,--- ~~
<br />/-:' O.H. II n
<br />'. )
<br />
<br />GLASS ROOM WALL SECTION
<br />
<br />EXISTING
<br />STRUCTURE
<br />
<br />5,':'10 [lEA" ANO UPRIGHTS
<br />P=R' ABL~S
<br />
<br />'..- -- -"'--."
<br />
<br />P = PROJECTiON FROM :.:~c:,
<br />LW = LOAD WIDTH
<br />
<br />Vro.KlES
<br />
<br />- ....,
<br />
<br />SOliD COVER
<br />~~~ EDGESEAM
<br />
<br />I~ ------'<
<br />,~MUM WIDTH ii I (/)
<br />EDGE BEAM SPANI v,
<br />"'"'.. "ROUGH OPENINGi' T ~
<br />-~WITH NO HEADERI 2".2" i >
<br />. '. Ii ~ ---':' VARIES
<br />~ --".
<br />
<br />,<- '>VARIES__
<br />
<br />MINIMUM 2' . 2' . 0.032'
<br />[TYPICAL}
<br />
<br />TYPICAL SCREEN I GLASS ROOM
<br />
<br />SHEETING MINIMUM ONE SIDE
<br />
<br />NOTES:AI'ICHOR ".2' OPE" BACK EXTRUSION WITH 1/4",2.1(4' CONCRETE
<br />F~STENE.'l MAXIMUM OF 2''{)' ON CENTER AND WITHIN 6' OF UPRIGHT
<br />No,CHOR 1'.2' TO WAlL wm~ 2.112' #10 SHEa METAL SCREVVS WITH
<br />WASHEP.$ 2''{)' ON CE,,<TER. ANCHOR BEAM AND UPRIGHTS INTERNALLY
<br />OR vvrn ANCHOR CLIPS AND #10 SCREWS AND WASHE.~S.
<br />
<br />MIU,MUM SlAS TrllCKNES5 FOR SlAB ON GRADE IS 3-1'2" CONCRETE.
<br />
<br />SE ECT FRONT WALL BEA.'A FROM TABLE USI~G LP.RGER LOAD WIDT1-l
<br />V ALUE OF PI2 OR '?,12 . O,H.
<br />
<br />'P" is CLE."-R DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM.
<br />
<br />REMOVE VINYL WINDOWS I'V'rlEN WIND SPEEDS ARE PREQICTED TO BE
<br />75 M.P.H. OR GREATER.
<br />
<br />SlAB 3-1!2' MINIMUM
<br />(SEE DETAILS)
<br />
<br />TYPiCAL ELEVATION GLASS ROOM WAl L
<br />
<br />/
<br />
<br />
<br />y
<br />"'"1'-'<-1''''
<br />
<br />SPANS PER TABLES
<br />SOLID ROOF
<br />51 RUCTURAL OR PAN
<br />
<br />~
<br />
<br />n~x
<br />r "'1_:
<br />2" X 2" PATIO EXTRUSION
<br />
<br />
<br />><........
<br />
<br />'1-1' *
<br />
<br />:'IL1
<br />'H' ""
<br />
<br />
<br />~'~:'
<br />~r:~'i ..;:.:. I.:, ., :':~Iii
<br />/'" "~I!:.','~ Iii
<br />~ " ii: II' ~: Ii:
<br />~v~ ~ ili..)
<br />~~,s' ~i'~./
<br />~~
<br />
<br />y
<br />"'" l' -c/- 1'-'<
<br />
<br />'bj -':"'
<br />J ,~
<br />
<br />I _:x
<br />f OO~ ,~
<br />
<br />
<br />-'<
<br />
<br />A = 0,65 ;n.2
<br />Wi = 0.78 PLF.
<br />Ix = 0.54 in~
<br />S. = 0,43 in. J
<br />6063 - T6
<br />
<br />
<br />* - UPRIGHT HEIGHTS
<br />
<br />TYPICAL FLAT ROOF ENCLOSURE
<br />
<br />TYPICAL GABLE ROOF ENCLOSURE
<br />
<br />2" X 3" X 0,050" PATIO EXTRUSION
<br />NOTE: OTHER POSSIBLE EXTRUSION SECTIONS
<br />NOT SHOWN SEE ENGINEERING MANUAL
<br />
<br />~\oGc;. eN'
<br />
<br />~~-~,~
<br />~' ' ,- '[hI - J'I<OoI:-p ~
<br />,~" ,,' ~ ~"wEt -~'"':..~
<br />~ - -- - - -~
<br />\\ ---/-,. it ti~~~i~~-1- -
<br />
<br />t-'- 1 -, ~=-r--
<br />/ I . I
<br />I I' 60" MAX. /, . I I.,
<br />I II' i 2" . 6' S.IA.a, HEADER . I II g
<br />I , I . I I Ii;
<br />I "I " "I...
<br />I N I lIS. 1/2" @ 24' 'J C. :3 ?ER PA....EL) I N l;;l
<br />I 1 I I.. I~
<br />..LI. r'- AL TERNA TIVE BEAM SUPPCRT ..u' '. ,.J...
<br />I RECEIVING CHANNEL ellS. 112" /
<br />TO S1\JD a lIS . 112" TO BEAM
<br />
<br />l'.\oG"- c/o? .______-----'--- lIS. 11T (3 PER PANEL)
<br />---
<br />__~'~~~-- 2. RIOGEBEAM
<br />
<br />~- ,-~~L~~-~
<br />,~~ ;:-::-,,-,----- .---- -'-":rr~' . _~3'~()r."~;'E~-~' '-:"",,~
<br />
<br />.. _ - - - r---...... 2. - _ '1
<br />I ! ~ -. _ I
<br />-"-l- ~ ______ . ~
<br />II II ---~~
<br />I I I I I
<br />I I """, I --:
<br />I I I'; '---- BEAM SUPPORT I II .,
<br />I I I I S1\JDS TYPiCAL I I g
<br />I I I I . , I ,I....
<br />I Xl )( ll<! I )( l~
<br />I-I N 1-, I '" l;;l
<br />I I! I I ! I I~
<br />..L...L /,..L.L. ...J ;-
<br />
<br />FRAMING DETAJLS
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />; I I
<br />- r-
<br />(
<br />
<br />THE STRUCTlJRAl. ADDIT'ONS AS SHOW~ ,N T1-iIS E,~GiNEER,~G ?ACKAGE ARE DESIGNED TO BI!.MARRIED TO A MANUFAC7'~;<ED
<br />HOME STRUCTlJRE T1-iE PIEil SUPPORT SYSTEM FOil THE MA.NUFACTlJRED HOME UNIT AS REFERENCED BY T1-iE DMY
<br />RULE 15C-2,OOi2 A.~D T1-iE NAT10.NAL MANUFACllJRED HOUSING CONSTRUCTION AND SAFE1Y STANDARDS ACT 3280.306 IS
<br />ADEQUATE TO hANDLE T1-iE ADOITiONAL STRuCruF<..AL LOAD TRA'<SMInt:D TO n-lE MANUFAC1\JRED HOME STRUC1\JilE 3Y
<br />THE STRUC1\JRA!. ADDiTION.
<br />rHE PAN SPANS SHOWN ARE CALCULATED ON n<E WORST CASE LOAD OF 120 MPH WIND UPLIFT OR 20./ sa, FT, LIVE LOAD
<br />MUl TIPl Y NUMBER OF SCREWS OR A.'K:I1ORS BY CO/VERSION FOil DIHEilENT WIND LOADS
<br />
<br />!'-'-
<br />r== ~ ~i
<br />.~ ~ 1
<br />u-
<br />
<br />THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
<br />BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING
<br />CODES:
<br />1) STANDARD BUILDING CODE 1997, CHAPTER ',6
<br />INCLUDiNG SSTD 10-96
<br />2) BOCA NATIONAL BUILDING COOE 1996
<br />3) TEXAS DEPARTMENT OF iNSURANCE WINDSTORM
<br />RESISTANT CONSTRUCTION 1998
<br />
<br />1'.2" . 0044'
<br />
<br />2" . 2" . 0.044'
<br />
<br />CONVERSION DETAIL 1
<br />
<br />WiND LOAD TO SNOW LOAD CONVERSION TABLE:
<br />I 50 \"R SNOW LOAD DESIGN SNOW LOAD WIND lOAD I BULDING '!YP€
<br />15-25#/SQ.FT.3-15#/SQFT. 95MPH/OPEN
<br />: 25-30 # I SQ. FT. 61.70 # 1 SQ. FT. 100 MPH 1 OPEN
<br />! 31-35#/SQ. FT, 61.70#/SO. FT 1WMPH/OPEN
<br />13~ # 1 SQ. FT, 61-70 # 1 SQ. FT. 110 MPH 1 E,",CLOSED
<br />16'-70 # / SO. FT. 61.70 # 1 SQ FT. 120 MPH I E.,",CLOSED
<br />SELECT ~ DR WAU "'EMBERS FROM ~TO WIND lOAD ,A!llES,
<br />
<br />,<-- 2 '25' '-.-'
<br />.' 'r
<br />UTT '<
<br />Ii:'"
<br />, i-\
<br />~,
<br />'--r':-
<br />
<br />1'.2.'25'. 1'.00.:0'
<br />RECEIVING OI-W-lNEL EACH
<br />SIDE
<br />
<br />ATTACH CHA\NELS TO
<br />EXISTING 2' x 2' POST
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br />
<br />CONVERSION FACTORS
<br />ROOF WAlL
<br />0.67 1,00
<br />0.74 1.00
<br />
<br />EXISTING 2'.2" . 0.044'
<br />UPRIGHT
<br />
<br />WIND ZONE
<br />SEAWARD OF I.CW .
<br />INLAND OF LOW. .
<br />. INTERCOASTAL WATERYVAY
<br />
<br />WINDOW FRA~E
<br />
<br />CONVERSION DETAIL 2
<br />
<br />OPTIONAL
<br />SCREEN ROOM TO GLASS ROOM
<br />CONVERSION DETAILS
<br />
<br />JOB NA.'.lE:
<br />ADDRESS:
<br />
<br />c-'.. .;:~ :':-:::"':~iE ::1F,:;}.H"T C~Lv
<br />
<br />....J
<br />~
<br />::)
<br />(/)~
<br />~:?i
<br />Oz
<br />~(!)(/)
<br />(/)(/)....J
<br />(/)W::(
<br />:sOl-
<br />(!)~~
<br />"'~(")
<br />....J::)Z
<br />>-1-0
<br />~gf=
<br />>~O
<br />Z (/)1- W
<br />W (/)
<br />w~
<br />~::)
<br />OZ
<br />(/)~
<br />::)
<br />....J
<br />~
<br />
<br />,f-
<br />W ~_
<br />'f-' N
<br />n .....-
<br />LJ.. ::l N
<br />Vl'"
<br />......::zli~
<br />0)8o{~
<br />C~~;!:g
<br />C!;!:!!;:le~
<br />35~~~~
<br />...Jze_
<br />'~5 ~ g
<br />Wooo-
<br />Q}cC~if~
<br />Olu::l~U.
<br />c~~w
<br />Q} <.:> -
<br />L..z~
<br />~ q
<br />ro ll.
<br />-..J
<br />
<br />
<br />SHE T
<br />
<br />1
<br />
<br />--------_.-_.~--....__.. -_.-..-.._------_....._--_._--~---_......_..._-_.~.-._..._---y~----'....~,.... ----_._.~-_._~-------------------_.__._----.-.~...-_._~ ._-~..,. ............ -- _._~........ .-....- -. ---.
<br />
<br />-----------......-- - --~~_.
<br />
<br />I r:F
<br />
<br />(::
<br />....
<br />
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