HomeMy WebLinkAbout17060277.727'-4"
IT IS THE RECOMMENDATION OF US ARCHITECTS THAT THE EXISTING SLAB BE
REMOVED AND REPLACED. THIS IS BASED ON THE EXISTING SLAB MOST LIKELY
HAVING NO VAPOR BARRIER. LACK OF A VAPOR BARRIER MAY CAUSE EXCESSIVE
HUMIDITY WITH POSSIBLE HEALTH EFFECTS.
RE -USE OF THE EXISTING SLAB MUST BE APPROVED IN WRITING BY THE OWNER.
25'_4"
4_t..
EXISTING 8" CMU RETAINING WALL TO
REMAIN
----=�=----------=------------------------
EXISTING 5" CONCRETE SLAB.
CONTRACTOR TO VERIFY EXISTING
VAPOR BARRIER
N
(5) NEW 20" THICK CONCRETE SLAB.
-s2'-s° DOWELED INTO EXISTING SLAB. RECESS
COLUMN BASE PLATE 8". PROVIDE
VAPOR BARRIER. SEE SECTION
I
20'-0"
9 1 FOUNDATION PLAN
SCALE _UC=1'-0"
�ONCRETE FOUNDATION
_ EXTEND DOWN 36" TO
-LOW FROST LINE
Li
US Arch
9200 W. SMITH S
YORKTOWN, INDIAP
TELEPHONE 765-
FAX -_- 765-
WEB usarchitectsr
JERRY G. HOFFMA
PARTNER
KEITH L. GARY, _
PARTNER
DRAWN:
CHECKED:
REVISIONS:
W CD PH
Q START DATE
Cl FINISH DATE
PLOT INFORMA
FILE NAME:' K1701
PLOT' DATE: 5/17
CAD 'OPER.: KLG,
SEAL
�`� � : •�I ST�
* No.
AR008701
STATE OF
/ND 100
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Li
US Arch
9200 W. SMITH S
YORKTOWN, INDIAP
TELEPHONE 765-
FAX -_- 765-
WEB usarchitectsr
JERRY G. HOFFMA
PARTNER
KEITH L. GARY, _
PARTNER
DRAWN:
CHECKED:
REVISIONS:
W CD PH
Q START DATE
Cl FINISH DATE
PLOT INFORMA
FILE NAME:' K1701
PLOT' DATE: 5/17
CAD 'OPER.: KLG,
SEAL
�`� � : •�I ST�
* No.
AR008701
STATE OF
/ND 100
...•
SHEET
1
m