|
<br />ROOF
<br />
<br />SELECT .-:DGE ~~~AB~~_~ AN?!. OR TABLE :2::-' ,~-
<br />~1!-==--=-~:t- -~I- -==--=1~~::===='::'==---ii ~ ---",
<br />
<br />i! 'I 'I (''LW'~ II
<br />. :1 : 'FORMAX ,I .
<br />: il I'UPRIGHT~ II :I:
<br />:L !I :1 Ii LENGTH I 1'12" I
<br />. VAAlE"s-;--io MAX. (ELEV, SLAB OR ON GAAI5E~---"o,
<br />
<br />TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING
<br />. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "a' PLATE TO BOTIDM OF WALL 6EAM)
<br />
<br />SOLID ROOF
<br />
<br />--.----------<.- '--"--
<br />~-,
<br />I'
<br />
<br />WiNDOW FRA!.UNG CAN A TI ACH
<br />DIRECTLY TO HEADER
<br />
<br />SE E Sl.A9 DETAilS
<br />FOR FOOTINGS
<br />
<br />GLASS WINDOW INSTALlED PER
<br />MANUFACTURERS SPECIFICATIONS
<br />CONVENTIONAL FRAMING OR ALUMINUM
<br />COVER SYSTEM SHEETING BOTH SIDES
<br />ANCHOR Wm-i #8 x 112' SHEET METAL
<br />
<br />ALUMINUM SHEETING DR VINYL
<br />
<br />ALTERNATE CONNECTION AT
<br />FASCIA ,,"ueWED
<br />SEE SECTION 7 FOR DETAILS
<br />
<br />LOAD WiDTH
<br />FOR ROOF BEAMS
<br />
<br />-----
<br />
<br />"'-- LW '.--,-'
<br />SOLID ROOF_._________~ ..;-_.:;=~!12'-4
<br />~--'i .----~i
<br />//011 ,i I r,
<br />.. 1 ' :1
<br />~
<br />
<br />--..-.-- -......:...
<br />
<br />EXISTING
<br />STRUCTURE
<br />
<br />GLASS ROOM WALL SECTION
<br />
<br />---------
<br />~ - 3--------:.
<br />
<br />'n~
<br />~
<br />MAXIMUM WIDTH ~ I
<br />EDGE BEAM SPAN!. I ~
<br />""'...... rf<OUGH OPENINffi' ~ ~
<br />~WITH NO HEADER!: 2" x 2" i >
<br />_ 'I II--~--'o:;
<br />-'<
<br />
<br />S,,:,,, [lEA/J AND UPRIGHTS
<br />P=R. ABl'S
<br />
<br />'..... --_..__.~
<br />
<br />P = PROJECT!ON FROM ~~c:,
<br />LW = LOAD WIDTH
<br />
<br />V""IES
<br />
<br />.'",
<br />
<br />1"-- P VARIES -------,f
<br />
<br />MINIMUM 2" x 2' x 0,032'
<br />(TYPICAL)
<br />
<br />TYPICAL SCREEN / GLASS ROOM
<br />
<br />SHEETING MiNiMUM ONE SIDE
<br />
<br />NOTES:A1':CHOR ,. x 2" OPEN BACK EXTRUSION WITH 114'>:2.1/4' CONCRETE
<br />FPSTENE,~ MAX:i'~U~.A OF 2'-0' ON CENTER AND WITH,N 6' OF UPRIGHT
<br />ANCHOR'" x 2' TO WALL WITrl2.112" #10 SHEET METAL SCREWS WITH
<br />WASHERS 2'-0" ON CE:-tTER. ANCHOR BEAM AND UPRIGHTS INTER.'W.L Y
<br />OR WTH ANCHOR CLIPS AND #10 SCREWS A"ID WASHEF~S,
<br />
<br />MI!JIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-1.12" CONCRETE.
<br />
<br />SE ECT FRONT WALL BEAM FROM TABLE USING L..ARGER LOAD WIDTH
<br />VALUE OF PI2 OR pr2 .O,H,
<br />
<br />"P" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAl,1,
<br />
<br />REMOVE VINYl WINDOWS WrlEN WIND SFEEDS ARE PREDICTED TO BE
<br />75 M,P,H, OR GREATER.
<br />
<br />SLAB 3-1/2" MINIMUM
<br />(SEE DETAilS)
<br />
<br />SOLID COVER
<br />EDGE BEAM
<br />
<br />VARIES
<br />
<br />TYPICAL ELEVATION GLASS ROOM WAl L
<br />
<br />~
<br />
<br />
<br />
<br />SPANS PER TABLES
<br />SOLID ROOF
<br />STRUCTURAL OR PAN
<br />
<br />\......,
<br />
<br />A' ." /
<br />w* / '""
<br />, ,,p-' , d?,-g-/
<br />, ~~ ~ /~
<br />'--,<:::;/ '~~/Y".
<br />
<br />">~:
<br />-'~~~. '.,: ~~1:.
<br />,-~"" . //
<br />V~/cS ~~:~,#~/ '>
<br />....... '.~rP" ~\~'"
<br />~/'--...........-.-.j
<br />
<br />'H'
<br />
<br />* - UPRIGHT HEIGHTS
<br />
<br />TYPICAL FLAT ROOF ENCLOSURE
<br />
<br />TYPICAL GABLE ROOF ENCLOSURE
<br />
<br />y
<br />1"-1'+1'~
<br />
<br />~-'<
<br />':: ~:-
<br />i 1-.... x
<br />r '1.
<br />r i_:
<br />2" x 2" PATIO EXTRUSION
<br />
<br />y
<br />I"- 1"..,- 1'-1"
<br />
<br />.~----->."
<br />ir ~ ~
<br />( 1-'< X
<br />.J 0,050" rr.,
<br />Ii ,~
<br />-....
<br />
<br />A = 0.65 in.2
<br />WT" 0,78 P.L.F,
<br />Ix = 0,64 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 />....r.~ c.N'
<br />
<br />~_. .~~~--~---
<br />-.' J J" ~
<br />~.- ..- ..' ~Ct- ~FlOo,:P""'Et '-.~o-___~
<br />_ - - _ -.' F . , - -~
<br />
<br />- -..' -'l~ I ~~ ....--. ~..
<br />+--'- ~ ____ I . - .
<br />II II r---- .
<br />tX--' I "'", ~, _ /
<br />I I G ~
<br />/ I . I I
<br />1 ' I'"
<br />: . I I g
<br />( 0 I l~
<br />., ~ I....
<br />I NI~
<br />J I~
<br />r
<br />
<br />
<br />00" MAX.
<br />T . 6" S,M.9, KEADER
<br />
<br />o !
<br />
<br />#8 x 1fT @ 24" C C :3 PER PANEL)
<br />
<br />At TERNATIYE SEAM SUPPCRT
<br />RECEIVING CHA"<NEL e #8 . \!2"
<br />TO STUD a #8 x \!2" TO BEA'"
<br />
<br />
<br />#8 . \!2" (3 PER PANEL)
<br />
<br />------- ~~-
<br />----
<br />
<br />2 x RIOGE 6EAM
<br />
<br />I
<br />I .
<br />__- I /.._--._
<br />- ,~-
<br />
<br />rr.--" .-------~~i: J' -~-
<br />._ _ _ _ '.'; -A- !'lOr-" ~ - 0:---.......
<br />~ ~ _ _ -' - - L -.~ "WEt . 'c:.." ,
<br />~ _ F " ~ ~
<br />\ _- - ___ 2. ~_ '1
<br />\~-_. 'l~' I I ~ - _ I
<br />~ . - - ~ ..J- ~______ ~'-.
<br />I I I I ___________
<br />II II ~
<br />\ I I I I -" I r---;
<br />I I I [' i "-- 6EAMSUPPORT I II'"
<br />I I I I I I STUOS TYP!CAL I I g
<br />I I I I I ' , I 1;.-
<br />I I !XI ~IXI I ~I~
<br />I I I-I N I-, I N!~
<br />I I I I , I I ! } I~
<br />_1../! r'- .J_...l./ ,..J-L J...J' ,...L
<br />I ( V
<br />
<br />
<br />FRAMING DETAJLS
<br />
<br />TI;E STRUCTURAL ADDITIONS AS SHOW~ iN THIS E:<<GINEER,NG PACKAGE ARE DESIG,'iED 7D 6l!.MAR.RIED TO A "'-NIUfAC"-'~ED
<br />HOME STRUCTURE, TI;E PIER SUPPORT SYS~M FOR THE MA.:-tUFACT'JRED rlOME UNIT AS REFERENCED BY THE DMV
<br />RUlE \ 5C-2.0072 AND TI;E NATIONAl. MANU, ACT1JRiOO HOUSiNG CONSTRUCTION ANO SAFETY ST ANDARDS ACT 3280,306 IS
<br />ADEQUAT"E TO KA.'iOLE THE ADDITIONAl. S7RUCT'J"AL LOAD TRA~SMITIEO TO THE MANUfACTUREJ KaME STRUCTURE 3Y
<br />TI;E STRUCTURAL ADOiTION,
<br />rrlE PAN SPANS SHOWN ARE CALCUlJ\~O ON TI-<E WORST CASE LOAD DF 120 MPH WIND UPLIFT OR 20'/ SQ. FT, LIVE LOAD
<br />MULTIPLY NUMBER OF SCRE'NS OR ANCHORS BY CCNVERSION FOR DIFFERENT WiND LOADS
<br />
<br />m'"
<br />'" 1" x 2" x 0,044"
<br />::: ~I-
<br />
<br />i" ~ ;l'
<br />
<br />( j_ 2" x 2" x 0,044"
<br />
<br />~
<br />CONVERSION DETA1L 1
<br />
<br />THE DESIGNS AND SPANS SHOWN ON THESE DRAW,NGS ARE
<br />BASED ON THE LOAD REQUIREME.NTS FOR THE FOLLOWiNG
<br />COOES:
<br />1l STANDARD BUILDING CODE 1997, CHAPTER 16
<br />INCLUDING SSTD 1(}'96
<br />2) BOCA NATIONAL BUILDING CODE 1996
<br />3) TEXAS DEPARTMENT OF iNSURANCE WINDSTORM
<br />RESISTANT CONSTRUCTION 1998
<br />
<br />
<br />WIND LOAD TO SNOW LOAD CONVERSION TABLE:
<br />OESIGN SNOW LOAD WI~O LOAO I aUU)ING TY?'E
<br />15.25 # / sa. FT, 3 -15 # I SQ, FT, 95 MPH I OPEN
<br />,25-30' f SQ. FT, 61.70 # I sa FT, 100 MPH I OPEN
<br />31.35.1 sa, FT, 61-70 # I sa, FT, 120 MPH I OPEN
<br />1~#/saFT, 61.70#/SaFT, 1,OMPH/E'ICtOSED
<br />6\-70 # I sa. FT, 61.70 # I sa, FT, 120 MPH I ENct.OSED
<br />SEliC"f ROOF OR I'illLl MEMBERS FROM APPRQPR;A n WiNO LOAD T "-!lLES
<br />
<br />~ 2,125' -~r
<br />
<br />
<br />~, ,....----rr , ~
<br />-....
<br />---.1).
<br />
<br />l' x 2'25" x l' x O,Q.lO"
<br />RECEIVING CHA'INEL EACH
<br />SIDE
<br />
<br />ATIACH CHA.'INELS TO
<br />EXISTING 2" x 2' POST
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br />CONVERSION FACTORS
<br />ROOF WALL
<br />0,67 1,00
<br />0,74 1.00
<br />
<br />EXISTING 2" x 2" x 0,044'
<br />UPRIGHT
<br />
<br />WIND ZONE
<br />SEAWARD OF I.CW, "
<br />INlMD OF I.CW, .
<br />. INTERCOASTAL WATER'i'lAY
<br />
<br />WINDOW FRAME
<br />
<br />CONVERSION DETAIL 2
<br />
<br />OPTIONAL
<br />SCREEN ROOM TO GLASS ROOM
<br />CONVERSION DETAILS
<br />
<br />JOB NAl,1E:
<br />ADDRESS:
<br />
<br />\... ,'.;~ :":~ ::"jE ;:JE~,t.~I"" C~l'"
<br />
<br />-l
<br />~
<br />::>
<br />(/)~
<br />~ ;;:
<br />Oz
<br />~<.:)(/)
<br />(/)(/)-l
<br />(/) W ~I--
<br />:sO
<br /><.:)ill~
<br />""[!("')
<br />-l::>Z
<br />>-1-0
<br />ZUL:
<br />>1EG
<br />z. (/)1- W
<br />W (/)
<br />lJ..! ~
<br />C!::::>
<br />UZ
<br />(/) ~
<br />::>
<br />-l
<br />~
<br />
<br />.f-
<br />W ~ ~
<br />'I-' N
<br />0... -J -
<br />~'"
<br />Vl'"
<br />~-~li~
<br />Q)U<"~
<br />C~5;!:g
<br />C~5:~:g
<br />Q)~i3~~
<br />(I)3:I:S~
<br />. ~!;3 ~ g
<br />Wa~!2~
<br />Q)''''ct~
<br />() a: '" w u,
<br />'u :"") ..J
<br />c~...w
<br />Q)i3~
<br />L..-~~
<br />3' 0
<br />ro 0..
<br />-l
<br />
<br />
<br />SHE T
<br />
<br />1
<br />
<br />, r;F
<br />
<br />~
<br />
|