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A— -- ---- -- ------ =13 TWO TIER TIMBER WINDOW WELL
I I I , WITH POCKETS BY WALL CONTRACTOR
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I I DROP 1 COURSE 1 I I ALL FINISHED AREAS TO HAVE --�� I I OFFICE/ EXERCISE
I I g OPENING -- i 3-1/2 FURRING AND INSULATION , i M I I
I POUR SLAB THROUGH , AS SHOWN UNLESS NOTED OTHERWISE.
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2Xb BEARING WALLS W/ THICKENED SLAB I I I I
I I I RAISED BRICK I I
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I 0 "N FINISHED BASEMENT
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I I LOWER FAMILY CENTER S' POURED WALLS
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4 "CONC, SLAB OVER I L________________ __ _ -
4" MIN. GRAVEL FILL
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PRE -CAST UNIT 1= I I o1
DROP CLG. b"
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CONCRETE STRONG
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FLOOR DRAIN
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I I I SIZE AS DETERMINED II I
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move 9' -0' 3' -0 " 8' -8' 2' -0" 3'-8' b'-4" 24 n' -0"
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POURED GONG. WALL
s "X16" c,M,u.
FOOTER FOR BLOCK WALL
8" cONC, LINTEL
D P D P
FOOTER FOR 9' CONCRETE WALL
LINTEL DETAIL FOR BASEMENT
SCALE: 1/4" = 1' -0"
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NOTES!
D ALL SOIL BASED ON 3000 PAJ,
I 2) ALL CONCRETE MIN. 3000 P.SJ, 9 28 DAYS.
3) ALL FOOTINGS ARE 16' WIDE X 8' DEEP UNLESS
NOTED OTHERWISE
4) ALL WALLS ARE 8" THICK W/ BASEMENT WALL HT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
21-S' NIGH UNLESS NOTED OTHERWISE
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILDING SITE,
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. WICKES LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DENGN OR DIMENSIONS.
ro ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEMAND SIZES IF NOT SHOWN,
8) ALL DIMENSIONS ARE STRUCTURAL, FROM EDGE OF EXTERIOR
CONCRETE WALLS TO CENTER OF INTERIOR BEARING LOCATIONS,
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DATE= 10 -03 -1,
DRAWN BY= J.HOLL
SCALE= AS SHc
REVISIONS:
FOUNDATION LAYOU'
• SHEET
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MECHANICAL/ —
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2X6 BEARING WALLS W/ THICKENED SLAB I
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1 9
9' -9 3/4'
4" RECESS IN SLAB
g SUMP/ LIFT I U
UNFINISHED STORACsE I
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OPTIONAL LIFT STATION 1
FLOOR DRAIN •
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IN FIELD BYBUILDER � i. L__________________ __ -� I
o • I I aQ K, r r ' — — — — — — — — — — — — — — — — — — — — —
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G7
I I 1 I
ao, 1 I - - - - - - -
I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
move 9' -0' 3' -0 " 8' -8' 2' -0" 3'-8' b'-4" 24 n' -0"
It
POURED GONG. WALL
s "X16" c,M,u.
FOOTER FOR BLOCK WALL
8" cONC, LINTEL
D P D P
FOOTER FOR 9' CONCRETE WALL
LINTEL DETAIL FOR BASEMENT
SCALE: 1/4" = 1' -0"
Q
NOTES!
D ALL SOIL BASED ON 3000 PAJ,
I 2) ALL CONCRETE MIN. 3000 P.SJ, 9 28 DAYS.
3) ALL FOOTINGS ARE 16' WIDE X 8' DEEP UNLESS
NOTED OTHERWISE
4) ALL WALLS ARE 8" THICK W/ BASEMENT WALL HT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
21-S' NIGH UNLESS NOTED OTHERWISE
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILDING SITE,
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. WICKES LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DENGN OR DIMENSIONS.
ro ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEMAND SIZES IF NOT SHOWN,
8) ALL DIMENSIONS ARE STRUCTURAL, FROM EDGE OF EXTERIOR
CONCRETE WALLS TO CENTER OF INTERIOR BEARING LOCATIONS,
�•
t� (4�J T782
g / `!
A4
ZS(3�'• �G Z
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SCALE: 1/4 = I'-0" C,oe. 2313 �) a 7/3 Z 3�
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0
DATE= 10 -03 -1,
DRAWN BY= J.HOLL
SCALE= AS SHc
REVISIONS:
FOUNDATION LAYOU'
• SHEET
• SHEET