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<br />MAX. SPANS (SEE TABLE 1)
<br />DETAIL 2A
<br />
<br />{
<br />I
<br />
<br />
<br />DETAIL 4A
<br />
<br />DETAIL :JA
<br />
<br />DETAIL SA
<br />
<br />Sl.JIL T-UP' :\CCP SVS-~2:v. ' ~L=VAT:O~ V:'2N
<br />
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<br />
<br />,A..! L T
<br />r
<br />C
<br />r
<br />
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<br />,$
<br />,\
<br />" L
<br />S
<br />~,
<br />,\>-;,) .".LL
<br />
<br />_"'I~ r
<br />
<br />F
<br />[
<br />C
<br />C
<br />[
<br />
<br />ALUMINUM PAN SIZE
<br />(PER TABLE)
<br />
<br />(3) #8 ~ 112' S.M.S. EACH END
<br />OF EACH PANEL T1-IROUGH
<br />AlUMINUM ANGlE WI
<br />WASHER
<br />
<br />
<br />SHO\';N; AlUMINUM 'C CLIP
<br />FASCIA WITH CLIPS @4'.{).
<br />D,C,
<br />
<br />€X1SnNG
<br />RAFr~SS O~
<br />
<br />\
<br />
<br />l' ~.. OR 2" ~)' ~ O,Q44'
<br />AlUMINlJM ANGLE WI #10 ~
<br />31.' 5,1.1,5, @ 10" 0, C, INTO
<br />COACH FRAMING
<br />
<br />DETAIl1A - CONNECTION AT AL\lYJINUM FMME WA.LL
<br />
<br />#10)( 112. S. M, S. WI
<br />WA~HERS (3, PER FANEL
<br />
<br />
<br />b--===~
<br />
<br />
<br />CUT EXJSTING PANS BACK TO ~ !
<br />EXJSTING BEAM
<br />
<br />~
<br />
<br />
<br />EXISTING POST ANO BEAM
<br />
<br />Dc'"CAll18 - CONNECTION AT A1U~INUM FRAME WA.LL
<br />
<br />
<br />ATTACH ROOF PANELS TO 2'
<br />7: BAR WI #8 ~ 112" WI
<br />WASHER@EACHPANEL
<br />THROUGH AlUMINUM ANGLE
<br />
<br />
<br />- '
<br />N.U~I"';; - ---::-
<br />(SIZe PER ~ PAJ.!E~
<br />TAt:J. "_
<br />~~~ '~S)
<br />
<br />ATTACH ~ ~ 0.040. ANGLE,
<br />2" )( 2", OR 2. 7: BAR TO BEAM
<br />AND HOME WI #8 ~ 1.112.
<br />S,MS, @ 16' 0, C,
<br />
<br />DETAlL 2A - 'Z' BAR TO ?AJ\!EL CONNECTION AT EXISTING RIDGE DETAil
<br />
<br />,...
<br />.
<br />
<br />
<br />10' AlUMiNUM RIDGE CAP
<br />
<br />(3) #8 ~ 9116' TEK SCREWS @
<br />I PAN RIBS EACH SIDE
<br />CAULK ALL EXPOSED SCREW
<br />HEADS
<br />
<br />
<br />(3) #8 ~ 9116' S. 1.1, S. @
<br />EACH PAN
<br />
<br />2' ~ 2' ~ 0,032' (MIN.) HOLLOW
<br />AlUMINUM TUBE FASTENED
<br />TO 'U' CHANNEL WI (I) #8 ~
<br />112' S, M, S, @ 16' 0, C, EACH
<br />SIDE
<br />AlTERNATE WOOD FRA,I.lE
<br />(SEE NOTES)
<br />
<br />DETAIL 23 - ;<:-.iE-WALL CONNECTiON AT RiDGE !J1=TAIL
<br />
<br />(3) tIS ~ 112' S. M, S. WI
<br />WASHER @ EACH PANEL
<br />CAULK All EXPOSED SCREW
<br />HEADS
<br />
<br />
<br />(3) #8 )( 112' S, M. S, @ 8' ON
<br />CENTER BOTH SIDES
<br />
<br />/
<br />
<br />1.112. ~ 2' x 1.112' x 0,040'
<br />BREAK-FORM RECEIVING
<br />CHANNEL
<br />
<br />2' x 2' ~ 0,032' (MIN,) HOLLOW
<br />TUBE 16. 0, C,
<br />
<br />DETAll3A - INTERIOR KNEE-WALL CO~;NECTiCN AT PA.\!EL DETAlL
<br />
<br />1-112' x 2. x 1-112" x 0,040"
<br />BREAK-FORM RECEN/NG
<br />CHANNEL
<br />#8 x 112" S, M. S, @ 16. 0, C,
<br />BOTH SIDES
<br />EXJSnNG TRUSS
<br />OR RAFTER
<br />
<br />
<br />#8 x 1-112. SCREWS INTO
<br />ROOF FRAMING @ EACH
<br />TRUSS OR RAFTER
<br />
<br />2' x 2' x 0,032' (MIN,) HOllOW
<br />TUBE @ 16' 0, C.
<br />
<br />DETAIL 33. KNEEWALL CONNECTION AT EX1STING ROOF DETAIL
<br />
<br />NOTES:
<br />WOOD FRAME KNEE-WAllS Sl4All BE FRAMED WITH SINGLE TOP AND BOTTOM PLATE WI
<br />1511 FELT VAPOR BARRIER OVER TOP ?tAlC (OR P,T,P. TOP ?tAlC), STUOS Sl4All BE AT
<br />24' 0, C. MAX. NAILED WI (2) #, 2d COMMON THROUGH BOTH PLATES INTO STUOS.
<br />ANCHOR WAll TO EXISTING FRA,\\E USING (2) #8 x:\' DECK SCREWS @ 2.' 0, C, All KNEE
<br />WALlS SHALL HAVE [.A.TERAlBMCING OF 0,040. x 1.1/4' STRAP ')(: BMCED ACROSS A
<br />MIN, OF (3) STUDS AT EACH END OF WAll. USE (1)" AlUMINUM ROOFING NAIL PER
<br />WOOD STUD AND (1) #8 x" S, M. S, PER AlUMINUM STUD,
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