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<br />:..NGINE~R'S NIJT:..S
<br />BASIC 'wIND V:::LOC:-:Y 120 MPM, 3 SEC GUST
<br />IMPORTANCE FACTOR 0,77
<br />EXPOSURE CA T ACo,~Y B
<br />INTERNAL PRESSJRE CCEFFICIEN-=OC OPEN STRUCTURE
<br />DESIGN LOADS FOR SCREEN wALLS= 14 PSF
<br />C&C DESIGN PRESSURES RCoF=+20/-27 PSF
<br />SO~ID ROOF OPEN wALLS
<br />
<br />ALUM RIDGE CAP \,JI
<br />H10x 5/8" SMS CORROSION RESISTANT
<br />@ 12" O,C
<br />
<br />
<br />FASTEN PANELS TO BEAM wi
<br />#10 X3/4' HEX HD CORROSION RESISTANT
<br />TEK METAL SCREw,wASHER&SEAL
<br />(3) SCRE\.;SI PANEL
<br />
<br />1r-6~N
<br />COMPDSITE
<br />PANE'-.
<br />~ ROOF
<br />
<br />--
<br />
<br />/ -
<br />
<br />2"xH" 5MB
<br />RIDGE BEAM
<br />
<br />3/8' THROUGH BOLTS
<br />\.j ASHERS2,..NU T S
<br />3/'x2'x,094' OR
<br />3"x31'x094' AL POST
<br />
<br />OPTIONAL 1x2
<br />
<br />wx2
<br />HEADER
<br />3'X2' HORIZ BE?lM
<br />
<br />'-6' MAX
<br />ROOF ALTERNATIVE
<br />GABLE END WALL
<br />RIDGE BEAMCONNECTlONS
<br />
<br />Fl
<br />
<br />ALUM RIDGE CAP wi
<br />H10x 5/8" SMS CORROSION RESISTANT
<br />~@ 121/ O,C,
<br />FASTEN PANELS TO BEAM wi
<br />~10 X3/4' HEX HD CORROSION RESISTANT
<br />rEK METAL SCREw,wASHER&SEAL
<br />3) SCRE\,;SI PANEL
<br />
<br />3/8'
<br />
<br />2"xH" 5MB
<br />RIDGE BEAM
<br />THROUGH BOLTS
<br />\,; AS HE R S2,.. NU T S
<br />
<br />
<br />/
<br />
<br />\
<br />'...Ix? \
<br />rlEA-DER \
<br />PAN \
<br />OR
<br />COMPOSITE
<br />PANEL
<br />ROOF"
<br />
<br />OPTIONAL 1x2
<br />
<br />/
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<br />I, I .1
<br />'~I
<br />\ ~
<br />OPEN\BACK ~rr-
<br />tt
<br />f- ,
<br />
<br />2XW AL POST
<br />
<br />
<br />F2
<br />
<br />ROOF ALTERNATIVE
<br />GABLE END WALL
<br />RIDGE BEAMCONNECTIONS
<br />
<br />:-'e"'eby certify -cno.-: Ino.ve pey--.:'crried
<br />I': to be n ::::::)["10l,o.nC2 witn section 1609,
<br />8.ASCE ;-05,
<br />
<br />)
<br />j
<br />
<br />3"x4'x,032" COMPOSITE PANE,-
<br />ROOF" FASENwl l:i14x4 1/2'
<br />@ 8' OC AT ENDS AND RAKES
<br />DR
<br />12'x3' x,032' RISER PAN ROOF
<br />FASTEN \.1/(3) #10x3/4' \.IASHERI
<br />SEAL HD TECH SCREwS@ BOTH ENDS
<br />2x 6' DC, AT RAKE EDGES
<br />
<br />
<br />---'\~~'::--[----
<br />@I\.\VV
<br />@I ~ k
<br />\
<br />\
<br />2"xH'X,045'
<br />5MB 2'/x3"X,045"/
<br />ALUM COLUMN
<br />
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<br />
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<br />
<br />DETAIL OF
<br />SIDEBEAM
<br />CONNECTION
<br />
<br />
<br />2 1/2" X 1 1/2" RECEIVING CHANNEL
<br />I THRU BeL TED TO POST wITH
<br />5/16-18 BOL TS FOR SIDE BEAM
<br />CORROSION RESISTANT BOL TS,
<br />\';ASHERS, NUTS- TYPICAL
<br />
<br />ALTERNATIVE rASTENING METHCD
<br />rASTEN CAPRI CUPS 1,./1
<br />1,.//(2) 1I12x3/4' TECHS
<br />EACH rLANGE
<br />
<br />Q CONNECTION DETAIL OF
<br />POST TO EDGE BEAM
<br />(NOTE: PAN ROOF SHOWN BUT MAY ALSO BE COMPOSITE PANEL ROOF)
<br />
<br />_'x2'x2'x.:2' ANGLE
<br />1I14x3/4' TEKS
<br />(3)/SIDE
<br />
<br />
<br />T.
<br />
<br />2'x3'X.045" ALUMINUM COLUMN
<br />C3'x3'X.04S' ALUMINUM COLUMNIi! 4 CORNERS
<br />OR EQUIVALENT
<br />
<br />
<br />.
<br />
<br />111/4' x2 112'
<br />TAPCONS
<br />OPEN BACK
<br />SCREEN RAIL
<br />
<br />
<br />CREEN
<br />GROOVE
<br />
<br />l'x2' ALUM BASE PLATE CTYP)
<br />
<br />j?T 2'xH" PERIMETER JOIST
<br />
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<br />0' '"
<br />
<br />'. 2' MIN
<br />" ~ ..: . I'. EDGE D 1ST ANCE
<br />~: .':':.. ~.~"..' ::;".::":~~~~~\
<br />". :~ '. .,' .," ~~%~~~~
<br />~ijy\\..\\\~0>'
<br />
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<br />
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<br />
<br />~IO TAPCONS X 3 1/2'
<br />-CORROSION RESISTANT 2'
<br />MIN !MBEDMENT IN 2'x6'
<br />PERIMETER JOISTS
<br />
<br />! 1+ 24'MAX OC~-
<br />~ -J TYPICAL
<br />
<br />I '.oJ //- I PT 2x4 DECKING ....J
<br />FASTEN TO JOISTS
<br />~/~8x3 DECK SCRE~S
<br />
<br />P TYPICAL CONNECTION DETAIL
<br />.1. 'BASE RAIL TO DECK AND TO COLUMNS
<br />COLUMN TO DECK
<br />
<br />S DETAIL OF
<br />POST TO DECK
<br />CONNECTION
<br />
<br />
<br />~
<br />2'----,
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<br />!~ ~
<br />
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<br />
<br />FASTEN RECEIVING CKANNEL TO HOST 2x4 MIN FACIA
<br />\/lTK _10x2' LAG SCREVS~ 12' D.C. MAX
<br />(2) ROVS STAGGERED
<br />
<br />\ ALUM FLASHING
<br />INSTALLED UNDER DRIP EDGE OR 6'
<br />UNDER FIRST RO\/ Dr SKiNGLES
<br />
<br />\
<br />
<br />
<br />~
<br />
<br />2xH S.M.B
<br />
<br />
<br />II fl12x3/4" LG, S,M,S, /
<br />_J... ~SE 1 seRI IN~H OF BEAM DEPTH
<br />BUILDING SH;ALL COM~.Ji\ ~JfH SPA C l D /
<br />ALLAPPLlCA,BLEBU@~SWN RESISTANT /
<br />ELEcrRlCAl~. PLUMBING Ai\lD ~ 14' 3". A G S C R I:'" '...I s-.l
<br />MECHAN1C CODES. (T APCGNS -INTO MA'-SCNRY)
<br />CORROSION RESISTANT
<br />I
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<br />
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<br />Q::
<br />
<br />,~~,~,,,,~,^~;,'';',\,:; w \ ~! I ~
<br />mx3/4' TEKS ~ 8'0.C. \1 I z:;
<br />I x2 "PEN BACK OR ' I
<br />F~~~~N~L HOLLO\.! [3
<br />T VI _10x3 1/2' lEKS :r:
<br />DE T A I L ~ 8' o.c
<br />
<br />DAINEL ROOF TO FACIA __ ~
<br />
<br />
<br />-)\ ~~\\ ,,~I oj
<br />
<br />I I c~~~~N~~~6Gal
<br />
<br />U CONNECTION DETAIL OF
<br />BEAM TO HOST WALL
<br />. WOOD FRAME OR MASONRY
<br />
<br />D W c::""".1 ITH E CONNECTION DETAILS
<br />. , ..=:> l.V . P ... SOLID ROOF SCRE:::N.
<br />'lORIDA PRCnSSIONAt [NtINEER lIW~S[ ,'Ul<ln 53608 DR ",OOM '.'11TH
<br />CustOTTl HOTTle Plan Service GLASS OR AC.;;;YLiC 'NINDOWS
<br />9~09 W'AlLASTON DRIVE-DAD( CITY,fLORIDA 33525 SCALE DATe
<br />'-!K.J5?-5i'HIl65 ,^x,J5i"5ei-i)B~] [-l<AIL. ,.,,0'-/;'9".'" 1 '4"=1FT 09/21/05
<br />PASCO PERMIT SERVICE ["(eKE D
<br />SUZANNE 3AHR 813-788-5314
<br />
<br />
<br />CDNNEC'7 ION
<br />DETAIl.. SHEET
<br />
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<br />.:'Cl..<nd
<br />CCJde 1 2CQ<1
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<br />RJOI
<br />
<br />"'eVleNeci -:rls clo.n o.V'ci
<br />o~ -che FlCJrcio. 3uilding
<br />
<br />eoition
<br />
<br />SOLID ROOF
<br />SCRN ROOM
<br />CONNECTIONS
<br />120
<br />
<br />Do.vid 'w' S'rii-:h,P F.
<br />
<br />
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