HomeMy WebLinkAboutTYPICAL ENDVIEW - 00-00018 - Ashton Memorial Hospital - AdditionNOTE: ALWAYS TIE
STEPS TO FOUNDATION
W/2 (#4) REBAR
FINISH GRADE
4" CONCRETE \
SIDEWALK \
a
CONCRETE STEPS
FHA MIN. SLOPE IS 6"
FOR 10' AROUND HOME, f�
THEN 2% FOR AN ADDITIONAL
20' OR TO PROPERTY LINE BACKFILL
RIM JOIST
ON HOME
CENTER LINE OF HOME
FOAM SIL SEALER
2" X 8" WOOD
EL PIER
GALV. TIE DOWN STRAP
4.750 # STRENGTH
CONCRETE ANCHOR
11 CLEARANCE
UNDISTURBED SOIL
NOTE: ALWAYS FOLLOW
LOCAL SPECS. OR
COUNTY GUIDELINES
IF THEY EXCEED THESE
SPECIFICATIONS
1/2" MASONITE H. T. SIDING W/6" MASONITE
SKIRT RAIL (TRIM BOARD)
2" X 4" REDWOOD SILL PLATE W/SILL SEALER
ABOVE AND BELOW PLATE (FOAM TYPE),
ALSO 1/2" ANCHOR BOLT (W/7" MIN. EMBEDMENT)
FOR SILL PLATE, 3 @ 6'-0" O.C. COUNTERSINK \
BOLTS INTO REDWOOD SILL PLATE, CUT BOLT
FLUSH WITH 'FOP OF SILL PLATE
6" X 32" CONC
HORIZ. & VERT
FLAT PIER
HEAD NAILED
TO WOOD PLATE
6d NAILS
8" X 6'-0" CONTINUOUS CONC. STRIP
W/6 #4 REBAR HORIZ.
WALL W/#4 REBAR
@ 2'-0" O.C.
I -BEAMS
-ADJUSTING NUT ON HOME
6 MIL VISQUEEN VAPOR
BARRIER OVER ALL
FOOTINGS \
i
FOAM SIL SEALER
ABOVE AND BELOW
REDWOOD SILL
PLATE
2'-6"
FINISHED
GRADE
8" X 3'-6" CONTINUOUS CONC.
FOOTING W/5 (MIN.)##4 REBAR
HORIZ. & #4 REBAR @ 16" O.C.
SCALE: 1/2" = 1'- 0"
aymore Drafting and Design DRAWN BY: TEH
C,
H
CHECKED BY:
T. Eric Hatch A: 528-8088 DATE: 6/21/00
380 Fane Dr. FAX: 528-8089 REVISION:
Idaho Falls, ldeho 83402 H: 528-0850
A rud a nithear gu math, chithear a bhuil."
"Whet is well done will be shown by results."
FOR:
omen
IDAHO ((FALLS POCATTELLO, IID�A7HOASHTOLL ��T
TITLE:TYPICAL END V IL' YY DRAWINGN MEMORIAL
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