HomeMy WebLinkAbout0423.97.4FOUNDAMIN NOTESJ
1. ALL FOUNDATION WALLS TO BE r THICK UNLESS NOTED O THERW9 ;UN.O.)
2 DIMENSIONS ARE TO FACE OFWALL TYPICAL ,UN.O.)
3. TOP OF STEEL BEAMS TO ALIGN'VIITH TOP OF FOUNDATION WALLS jU.N.O.)
4. TOP OF CRAWL BEAMS ((4)2ct Z TO ALIGN WITH BOTTOM OF F OOR JOISTS (UN.O.)
i USE PRIMARY SEWER EI f AANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE
SIDE OF DRIVE THEN USE AL ER.NATE ENTRANCE LOCATION.
6. FOUNDATION ONENSIONS TO i- POP TICN OF FOUNDA t iCN WAIL NN.O.)
1. ALL BASEMENT POURED CONCRE i r MALLS TO BE F-3' P'! HE:GHT (UNC.j
8. ALL PPECASTLNTI; S SHALL HAVE UNTEL ROCKETS AS REQUIRED
- TYPICAL POCKET SIZE TO BE 8. VN z 8 tl8'h X 4'd (U.N.O.)
LEGEND FOR FOUNDGION PLAN:!
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C.M.U. WALL
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CAL. WALL'WITH BRICK
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CCYNUOUSFOO,NG
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E - 64" J - 104' P - 144'
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