01-0106-019 REVISIONS BY
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HUGHES TAI6
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311x8" WD JOISTS Q 24" O.G.
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2 x8 II OUTL.00KER 18 II O.
WOOD FRAMED BEARING 0
PARTITION BELOW W/ 2"x411
1611 O.C. 211x411 BASE PLATE
4 2-2"x4" TOP PLATE
HUGHES EUH 28-10
W 114-106 TO RAFTER N W TB L + 2 -011
5-106 TO OUTLOOKER
1(o1-611
HUGHES TAI6
W/(4)10d
-SUPERIMPOSED LOAD-5:
ROOF DEAD LOAD 21 PSF
ROOF FRAMING PLAN ROOF LIVE LOAD 30PSF
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SCALE: 1/4" = 1'-0"" WIND LOADS- �
NOTE: UPLIFT 28 PSF (ENCLOSED AREAS) •�
SEE WIND LOAD CALCULATIONS ATTACHED •D
FOR LATERAL LOADS 4 UPLIFT_ UPLIFT 45 PS1- (OPEN AREAS)
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Date 02-14-00
Scale AS NOTED
Drawn 6s.D.J.
Job 99-300
Sheet
A-5
Of 8 Sheets