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<br />ROOF
<br />
<br />SELECT EDGE BEAM TABLE J.1.1 A"" 0 1 OR TABLE J.1,2
<br />
<br />SEE SL4.B DETAILS
<br />FOR FOOTINGS
<br />
<br />.'
<br />
<br />SOUD ROOF
<br />
<br />,n,",
<br />
<br />WINDOW FRA.~,NG CAN ATTACH
<br />DIRECTlY TO "EADER
<br />
<br />:I:
<br />
<br />"
<br />
<br />- '---
<br />
<br />TYPiCAl GlASS ROOM WITH SOLID ROOF. TYP!CAl FRONT VIEW FRAMiNG
<br />. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1'xZ' PLATE TO BOTTOM OF WALL BEAI.,1)
<br />
<br />GLASS WiNDOW iNSTAlLED PER ~_~
<br />MANUFACTURERS SPECIFICATIONS
<br />
<br />CONVENTIONAL FAAMING OR AlUMINUM
<br />COVER SYSTE.~ SHEETING SOTH SIDES
<br />ANCHOR WITH ~ x 1/2' SHEET METAL
<br />
<br />AlTERNATE CONNECTION AT
<br />FASCIA AlLOWED
<br />SEE SECTION 7 FOR DETAILS
<br />
<br />AlUMINUM SHEETiNG OR VINYL
<br />
<br />LOAD WIDTH
<br />FOR ROOF BEAMS _________
<br />f- LW -~ c::::.
<br />SOUD ROOF ____ :'- P'2 -- P'2 -
<br />--.. -~ =~
<br />
<br />SIZE SE.4..M AND UPRIGHTS
<br />. "tOR TABLES
<br />
<br />
<br />-- I1U'
<br />~I
<br />L-
<br />
<br />EXISTIN:;
<br />STRUCTURE
<br />
<br />GLASS ROOM WALL SECTION
<br />
<br />P = PROJECTION FROM 8LClG.
<br />LW = LOAD WIDTH
<br />
<br />I..-~
<br />I ,v,...~IES ~
<br />/~ ?VARIES-~
<br />
<br />SOliD COVER
<br />! ~ EDGESEA'"
<br />MINIMUM 2' x 2' x 0.OJ2' t=== ~
<br />
<br /><'Y''''''' ~ ~:....""" w'"'" ~+I ~
<br />! EDGE SEAM SPANI ~
<br />
<br />SHEETING MINIMUM ONE S,DE ~ ~ROUGH OPENING' I ~
<br />~ IIW1T1-l NO HEADERI! 'Z' x 2' . ~
<br />
<br />pi II III __" VARIES
<br />
<br />TYPICAL SCREEN I GLASS ROOM
<br />
<br />SlAB 3-1/2' MiNIMUM
<br />(SEE DETAilS)
<br />
<br />NOTES:A.',CHOR l' X 2' OPEN BACK EXTRUSION WITH 114'>:2.114' CONCRETE
<br />FASTENER MAXIMUM OF 2'-0' ON CENTER AND WITHIN 6' OF UPRIGHT
<br />ANCHOR l' X 2' TO WALL WITH 2-1/2' #10 SHEET METAl SCREWS WITH
<br />WASHERS 2'0{)' ON CENTER. ANCHOR BEAM AND UPRIGHTS INTERNALLY
<br />OR WTH ANCHOR CLIPS AND #10 SCREWS A....D WASHERS.
<br />
<br />MINIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-1/2' CONCRETE.
<br />
<br />SELECT FRONT WAlL SEA'" FROM TABLE USiNG LARGER LOAD WIDTH
<br />VAlUE OF P/2 OR P/2 + O.H.
<br />
<br />'P' IS CLEAR DISTANCE FROM HOST STRUCT\JRE TO FRONT WAlL SEAM.
<br />
<br />REMOVE VINYl WINDOWS WHEN WIND SPEEDS ARE PREDICTED TO SE
<br />75 M.P.H. OR GREATER.
<br />
<br />~"" SPANS PER TABLES
<br />./ ! ~ SOLID ROOF
<br />, ""~STRUCTURALORPAN
<br />"" , ,~ :i ill """'., =
<br />"~' I ~
<br />'H' * ~~~ 'A' ~J
<br />" /"
<br />ii' :
<br />II ~
<br />:1
<br />~It: ,!
<br />
<br />>~~~~"" ~J,
<br />~"?I.- ~ '"..", .
<br />",s "'" ----~ '
<br />~'-~
<br />'.'
<br />/.........../
<br />
<br />,,"~
<br />
<br />. ~
<br />
<br />
<br />~
<br />;>
<br />
<br />/'
<br />-""
<br />
<br />* . UPRIGHT HEIGHTS
<br />
<br />TYPICAL FLAT ROOF ENCLOSURE
<br />
<br />TYPICAL ELEVATION GLASS ROOM WALL
<br />
<br />
<br />~
<br />"'"
<br />PANELSPA.N ~c ,
<br />'A' . ~
<br />SE/ETABLES", "~~,'i,
<br />.!
<br />"
<br />"
<br />I ~/'-<, A/"gP .1.1
<br />'ff/::>#'.
<br />~~,...< 'i',&
<br />"-...........-<;,. .' "'.' ~ '.'
<br />" ~ ~. ,",pr'
<br /><' '""",: 'I!' i:
<br />..........."'''',~.i ,~.!. '~.
<br />........... ~ """'", I" ./"
<br />V. ,! ..' ./"
<br />~/~s "'. ,'" ."-~'"
<br />~, ,_~J"; '\J ~ -
<br />.~~ '.../
<br />
<br />'H'
<br />
<br />TYPICAL GABLE ROOF ENCLOSURE
<br />
<br />y
<br />","1'~"""
<br />
<br />n'->';
<br />II -~x
<br />f i ~
<br />2~ x 2~ PATIO EXTRUSION
<br />
<br />y
<br />"'" ,. -/- "-r
<br />
<br />
<br />A = 0.65 in.2
<br />'NT = 0.78 P.L.F.
<br />Ix = 0,64 in~
<br />Sx = 0.43 in. J
<br />606J - T6
<br />
<br />,~
<br />
<br />f 0,050'
<br />
<br />,
<br />~
<br />
<br />-" X
<br />
<br />~
<br />
<br />,
<br />->.;
<br />
<br />2" X 3" X 0.050" PATIO EXTRUSION
<br />NOTE: OTHER POSSIBLE EXTRUSION SECTIONS
<br />NOT SHOWN SEE ENGiNEERING MANUAL
<br />
<br />,,-loGe eN'
<br />
<br />
<br />50' MAX.
<br />2" . 6' S.M.B. HEADER
<br />
<br />(1
<br />. l~
<br />I Nl~
<br />J.J I~
<br />;-
<br />
<br />T" !::I
<br />il t- "lW -1
<br />I: 'FCR MAX;
<br />I: :UPRIGHTI
<br />~il,iLENGTHi, ,'x2"
<br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
<br />
<br />IUl . 1/2" @24' OC. (3 PER PANEl)
<br />
<br />Al TERNA TlVE BEAM SUPPORT
<br />RECEMNG CHANNELS IUl X 112"
<br />TO STVO SIUl . 112" TO BEAM
<br />
<br />
<br />e eN' ________ 1Ul. 112" (3 PER PA....EL)
<br />,,-loG .----
<br />!,:?- _ _, _~ 2. RIDGE BEAM
<br />L ~-~--
<br />. _ _ J' ~OQ - - - _ _
<br />-'-"'~€L --.,~.
<br />
<br />~~
<br />II ~J
<br />,I ~ BEAM SUPPORT 11:8
<br />I I '--- STVOS TYPICAL : i?
<br />I K "I "I "I~
<br />n ,NI_1 .Nl~
<br />LUV-U- . ;-
<br />FRAMING DETAILS
<br />
<br />THE STRUCTVRAL ADDITIONS AS SHOWN iN THiS ENGiNEERING PACKAGE AF.E. DESIGNED TO BE MARRIED TO A MANUFACTVRED
<br />HOME STRUCTVRE. THE PIER SUPPORT SYSTEM FOR THE MANUFACTVRED HOME UNIT AS REFERENCED BY THE OMY
<br />RULE 1 5C-2,OO72 AND THE NA TJONAL MAWF ACTVRED HOUSiNG CONSTRUCTION ANO SAFETY ST ANOARDS ACT 3280.J06 IS
<br />ADEQUATE TO HANDLE THE ADDITIONAL STRUcTVRAI. LOAD TRANSMiTTED TO THE MANUFACTVRED HOME STRUCTVRE BY
<br />THE STRUCTVRAL ADDITION.
<br />THE PAN SPANS SHO\'iN ARE CALCULATED ON THE WORST CASE LOAD OF 120 MPH WINO UPllFT OR 20., sa. FT. LIVE LOAD
<br />MUL TIPl Y NUMBER OF SCREWS OR N<CHORS BY COWERS ION FOR DIFFERENT WINO LOADS
<br />
<br />ALL n.CHNICAL ASSIST ANeE MA TE1UA.'.5 ~.U
<br />PROVIDED '~IS', AND ROYAL AlwMINVM
<br />DISCLAIMS All 'Ill AAAANTiES. E.X~REs.sED OR
<br />lMPUEO INCLUDING llUT NOT LIMln.D TO, ALL
<br />w~TlES OF MERCHANH.blLlTY OR fiTNESS
<br />fOil ^ PAIlTlCULM PURPOSE. ROY,A,L ^L:J.MtN~M
<br />DOES NOT wAIlUNT Tl-LA,T ANY rRODUCT W,LL
<br />CO"'tLY WlTli STATE OR LOOL tU!l.DING CODES,
<br />c1JS'1'OMW .'J\.E SOLEL Y !\.F.5PON~I&LE POR
<br />UlSUklNG COMPLw-ICE WITH ,'-.NY AND ,A,LL
<br />GOvt.'-NM!NT AL REGULA nONS.
<br />
<br />CJ. I ~ \'x'Z'xOO44'
<br />~ /'
<br />
<br />2' x 'Z' x 0.044'
<br />
<br />CONVERSION DETAIL 1
<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 '997. CHAPTER 16
<br />INCLUDiNG SSTD 1(}'96
<br />2) BOCA 'NATIONAl BUILDING CODE 1996
<br />J) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
<br />RESISTA....T CONSTRUCTION '998
<br />
<br />" .2.125' x,' x 0.040'
<br />RECEIVING CHANNEL EACH
<br />SIDE
<br />
<br />/- 2 125' -~Ir ATTACH CHA'<NELS TO
<br />EXISTING 2' x 2' POST
<br />
<br />
<br />C:J J rn","G?'''O~'
<br />, UPRIGHT
<br />~
<br />_ WINDOW FRAME
<br />
<br />CONVERSION DETAIL 2
<br />
<br />OPTIONAL
<br />SCREEN ROOM TO GLASS ROOM
<br />CONVERSION DETA1LS
<br />
<br />NOTE:
<br />WIND LOAD CONVERSION:
<br />SPANS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M.P,H
<br />WIND LOAD. TO CONVERT TO A 140 M.P.H, WIND LOAD MULiIPJ;;
<br />SPANS AND HEIGHTS BY 0.85 "
<br />
<br />JOB NAME:
<br />ADDRESS:
<br />
<br />DRAWiNG FOR ONE PERMIT ONLY
<br />
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<br />
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