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RAFTER SIZES: BAS�� ON 20 Ib PER S.F. LIVE LOAD
2 X 6 RAFTERS — TYP. c� �' O.C.
2 X 8 RAFTERS � SLOPED CEII.INGS
RIDGE5, HIPS & VALLEYS TO
BE 2 X 8'S — MIN.— (TYP.)
NOTE: BRACE TO WALLS OR C4LUMNS.
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DO .NOT BRACE TO MID�sPAN .oF RAFTER FRAMING PLAN
BEAMS WITHOUT FIRST CONSUL?ING
A STRUCTURAL ENGINEER. � �
SGALE �4�� * ��_O��
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