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<br />LOAD ()){)I T'06
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<br />LOAD coonoo
<br />~ ',{lOOfY LOADS (:(AD .. U',( LOADS
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<br />flOS T S TRVe M! l00:JPH 110 If'H 12'0 If'H Z2I f$ 321/SF 571 ISF
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<br />2,1(0:0 flW.l( 1/4'l2' LAC SCRt'l$ . 6' o,c,------------>2 0 I O,C,
<br />
<br />SO'1f:N, 'fiN it. 00 CAA?OO TS
<br />.-+0ST STRVeT1F:f '00 \/PH 110 IiPM 120 ~'H Z21fSI 321/Sl 571/SF
<br />l. ,;:omrr '/4'11-1(6' C(N(1\ETE SCR[)I'S 0 12' O,C.------>2 0 l' 'O,C.
<br />2. 'ifXj) f11J~ 1/4").' LAC SCR(ll'S 0 12' 0c.----------->2 0 l' oc.
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<br />NOTtS: to:O STRUCn.J-!S W.tD roueT TO TRVSS BJTTS iY 7l-iE ~ rAQA
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<br />AU. sans iHlO i}( HOST STR'JeJ1JR( SHAU HAVE h1JN 1-1/4' ~A9-'iRS
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<br />
<br />12" X 3" X 3105-H14 RISER PANEL
<br />1 r )'~'t
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<br />12" X 3" x 3005-H28 RISER PANEL
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<br />, . +04Je/-0.2n ".
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<br />A . 0.600 n.2 n . Q. 7re pH
<br />I . +0610/-0.423 n.4
<br />
<br />A . 1160 iL'
<br />n · 0.717 pJ.1. 4
<br />I . +o.5nl-0.46 iL
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<br />A . 0.76 ilL'
<br />WT " 0,717 p.1L 0
<br />, . +0.781/-0.711 in.
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<br />TAaI 1 WAX. ROC( P#4 ':P~'S rill C~TS. SCITIN a: YlNit RroIS
<br />Al~ NXJ$TilY ST.w)AAO$ AllOY j105 H-14 ~ H-25
<br />PAA Sl[ f~ PAH 9'AH use: " 'W/2 + Oli.' ~ W~GS .
<br />lO"X In a.026"___'(l O.H.__I' O.H.--2' O,H_J O,H._
<br />100 \PM r LQ./ll 14'- 3' 14'- 5" 14'- 9' 15'-~'
<br />liO loAi r. LOAD 12'- 11' 13'- l' 13'- 6' 14'- 2'
<br />120 l.IPH '- LOAD 11"- n' 12'- I' 12'- 6' 13'- J
<br />lO"X In 0.031' __
<br />100 I.Prl .. LQ./l) 16'- 6' 16'- 8"
<br />110 ~ "LOAD 15'- 0' lS'- 2'
<br />120 Uf'H r. lOAD 1~'- 10' Ij'- 11'
<br />
<br />1 r - -QT1r:-7------
<br />15'- 6' 16'-"
<br />15'- 4' 16'- 0'
<br />
<br />NOTE: Sm~G r:E 11-'[ ?1IN 1'{&;<1/C IS R(C()JJ.I(NC(O, If STITCHiNG IS NOT
<br />PROWXD w/ I 101 1/1' $CRf\ir$ Il 2' O.c. TH[I/ RIDJa: T\1E tJ3r..'\f.
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<br />~ANUF ACTURERS PROPRIETARY SlJPPUES
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<br />TAblE 1 UAX. RO:t SYS1t1,l SP"-..s FI)l ROYAl AlUWlNUU 9.,'P(R PANS ustD ()/
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<br />PRroXT PAITNT 1 4,918.898$
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<br />PAN SIZE rill PAl( ':;PA." U~ = ')(12 + O.H: 'll DFJ..~S '
<br />~ LOADS CH lYO/ BUII.DlNGS SVOi AS SCRlIN~lf'lt RO('41S &: CARPORTS
<br />25'X In Q02L~ O,H __1' OH_-1' OH ___3' 0 H _
<br />100 liIPH r. LOAD 16'- 5' 16'- 6' 16'- 10' IT - 4'
<br />\10 ~ ... LOJ[) 14'- \0' 14'- \I' \5'-~' \5'- 10"
<br />120 lI'H 'If, LOAD 13'- II' 14'-" If- S' 15'- 0'
<br />
<br />2.5",( 12",( 0.028_____________________________
<br />100 Wrl .. LOAD i8'- 11' 19'- 0' I~'- 4' 19'- 9'
<br />110 llPK .. LOAD 1T- I' IT- 2' IT- 6' 18'- 0'
<br />120 16'\1 W. LOAD 16'- I' \5'- J 15'- r 17'-"
<br />2,5"X 12",( Q.OJO______
<br />100 IlPH W. LOAD 19'- 10' 19'- 11'
<br />liO ~ 'f LOAD IT- II' i8'- 0"
<br />120 llPK W. Lo,..o 16' - 10' 1 T - 0"
<br />2.5",( In o Oj6____________
<br />100 UPH W. Lo,..o 21'- r 21'- ~
<br />110 I.IPH J/. LOAD 19'- 5' Ig'- 8'"
<br />120 tjpH w, LOAD i8'- 5' 18'- 6'
<br />
<br />l:t - 2'
<br />18'- j
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<br />
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<br />
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<br />
<br />48" x 3" x 3105-H14 COMPOSITE PANEL
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<br />48" x 4" x 3105-H14 COMPOSITE PANEL
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<br />100 IOr"H W, L 14'- r \4'- ~ \~'-,' 15'- 9'
<br />110 IlF'H W. L lr- 4' ,r- S" IJ- II' 14'- r
<br />120 ~PH W. L 12'- 4' 12'- 5' It- I" Ir- 8'"
<br />.i'x 0.0:4'_______
<br />iOO I.IPH W. L IT- 9'
<br />110 IJPH 'N, L, 16' - J
<br />120 l/l''rl w, L. l~'- 0'
<br />)'1 0,032'____
<br />100 I.IPH W. L 20'. r
<br />110 UPH 'if, L 18' - 10'
<br />T20 I.IPH '11, L IT- 5'
<br />
<br />OCAD + U\{ LONl &: ~/~ow lOAD (tfCtL<<S 2 IN OCAD LOAD)
<br />AU BUltDNG T"r'i'ES
<br />3', 0019'___
<br />221/'5F 12' - 0'
<br />3211'5F 10' - 0"
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<br />MEETS THE REQU!REMENTS
<br />OF CHAPTER 1205 SSC 1991 ED
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<br />SEAL
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