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NOTE: OFFSET FACE OF STUD 112"
BRICK VENEER FROM FACE OF FOUND. WALL
— --� 2'X4' STUDS AT IV O.C.
3/4" INSULATION SHEATHING
-- ----------- --._,\ 112" DRYWALL
R -13 BAIT INSULATION' I4' CONC. SLAB ON GRADE
W/ 2 MIL. VAPOR BARRIERS IW/ 6 MIL. VAPOR BARRIER OVER
-- L 12'X 2' CONTINUOUS PERIMETER INSULATION
co FIN. GRADE o0 00
PROVIDE ANCHOR BOLTS AT 6' O.C.
o° - - --
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o °0 ° - 12' GRANULAR FILL
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—
b. a - TYPICAL FOUNDATION WALL:
v a d Ix 81 'L' BLOCK ON 120 CAP BLOCK
x 16 "x24" CONT. CONC. TRENCH
1 1 FOOTING ON VIRGIN SOIL OR
d I C W/ (2) #4 BARS CONT. ON
V ° v ° a °
— CERTIFIED COMPACTED FILL W/
1 MIN. BEARING CAPACITY OF
2,000 P.S.F.
124 FXTFRIOR WALL AT HOUSE SLAB FOUNDATION
det.estF24
4" CONC. SLAB ON GRADE
NOTE: OFFSET SILL PLATE 112' FROM
INTERIOR FACE OF FOUND. WALL_
2'X4' TREATED
WOOD PLATE, P1 3/4' FLOOR DECKING
W/ 6 MIL. VAPOR BARRIER 12'X10` FLOOR JOISTS
B" MIN. GRANULAR FILL
�� l , AT 16' O.C.
SLOPF 2" TO DOOR - --
o a a o a4 v° d I (2) RISERS AT 7 3/4' EACH
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is °° = x SILL ANCHOR BOLTS @ 6' -0' O.C.
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4" DRAIN TILES 4" DRAIN TILE
60 TYILCAL BASEMENT WALL AT GARAGE
det.estF60
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
BRICK VENEER 112' DRYWALL
3/4" INSULATION SHEATHING PROVIDE ANCHOR BOLTS AT 6' O.C.
4" CONC. SLAB W /THICKENED EDGE
--i I4 CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
1121 EXPANSION JOINT MATERIAL A V N d d, d _�` 2`X 2' CONTINUOUS PERIMETER INSULATION
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0 00 °° °�a 00 12' GRANULAR FILL
11 112' GRANULAR FILL 00 00 0° ° d o0 00
' ° a ° a , TYPICAL FOUNDATION WALL:
.�� o �y / x 8" `L` BLOCK ON 8" C.M.U.
� , d � � � 116' x 24" CONT. CONC. TRENCH
N a ° N � �� `� �� ' -FOOTING ON VIRGIN SOIL OR
j a p p a ° a W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
d d d MIN. BEARING CAPACITY OF
1' -4° 2,000 P.S.F.
61 EXTERIOR WALL AT PORCH
AT BRICK LOCATIONS det.estF61
NOTE: OFFSET FACE OF STUD 112" R -13 INSULATION
--� 3/4" RIGID INSULATION
FROM FACE OF FOUND. WALL -'' - - - - -- � '
DRYWALL BRICK VENEER
NOTE: OFFSET FACE OF STUD 112`
3/4" DECKING2N,"
4 CONC. SLAB ON GRADE �� �I FROM FACE OF FOUND. WALL
— 3/4' FLOOR DECKING
ANCHOR BOLTS PROVIDE THICKENED
AT 6' -0" O.C. 12 "x4" TREATED SLAB AT FRONT' SLOPE 1/8" PER FOOT
---- -_ _ ;_ -- S� ILL _PLATE SEE FLOOR FRAMING
—
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SEE FLOOR FRAMING * _ � ° ' °° a °
PLAN FOR JOIST LAYOUTS
i
�� " 00 00 00 0 00 00 00 00 0 ° 2 X4 TREATED
PLAN FOR DETAILS IN ° - 1 1�2 _ 0 00 00 0 00 00 00 00 00 a
a ° " TYPICAL FOUNDATION WALL: i ° °0 00 0 °0 00 ° 00 ° 00 ° 00 ° 00 ° 00 d ` WOOD PLATE
0 112__ x 8 CAP BLOCK ) ° °0 °° �° °° °° °° °° o
° 00 00 00 00 00 00 00 00 00 V ° a
_ °� d x (3) B" LINE BLOCK! 0 0. ,
V x 16'X8" CONCRETE FOOTING, 00 TYPICAL FOUNDATION WALL:
TYPICAL FOUNDATION WALL: y ; 7 ° x 8' POURED CONCRETE WALL
W o
x B' POURED CONCRETE WALL' s d - v v w
x LL ANCHOR BOLTS '- " x SILL ANCHOR BOLTS @ 6' -0" O.C.
SILL @ 6 0 O.C. a d "" i! x 16 "X8' CONCRETE FOOTING
x 161X8' CONCRETE FOOTING ° (a, °v V° 16• -18 MIN. GRANULAR FILL I —
d d
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4' CONC. SLAB ON GRADE ° _ __ P ° a a o a °
° ° d - ° ------------ - , GRANULAR FILL TO ° °
W/ 6 MIL. VAPOR BARRIER a d o O ° o ° o ° o ° °
° 00- ° 00 ° 00 ° 00 °9 12' ABOVE TOP OF GRANULAR FILL TO ° d 4' -CONC. SLAB ON GRADE
a d ° ° 00 00 00 00 00 CON, CRETE FOOTING 12' ABOVE TOP OF I o ° o ° ° ° Q ° ° Q ° 0 0 ° a
a t � a a, d oo °0 00 °0 -4 CONCRETE FOOTING W/ 6 MIL. VAPOR BARRIER
4 GRANULAR FILL � , � , v a o o 00. o ° 00 ° 00 ° 00 ° 00 °
d v V d V V d V d 00 O° °° 00 a
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00 00 00 00 °° a ° a a 4 GRANULAR FILL
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00 00 00 00 v v vv o 00 00 ::7 0 4` DRAIN TILE � 4 DRAIN TILE 0 00 00 00 00
° d d V L J
4' DRAIN TILE 4' DRAIN TILE
F5o TYPICAL BASEMENT EXTERIOR WALL
AT BRICK LOCATIONS det.estF50 TYPICAL PATIO FOUNDATION AT BASEMENT WALL
F55
AT SIDING LOCATIONS det.estF55
3/4" RIGID INSULATION _ NOTE: OFFSET FACE OF STUD 1/2"
PROVIDF TREATED FROM FACE OF FOUND. WALL
BAND BOARD AT ' 3/4' FLOOR DECKING NOTE: OFFSET FACE OF STUD 112'
112' EXPANSION MATERIAL CONCRETE SLAB AREA FROM FACE OF FOUND. WALL
2'X4" TREATED PLATE
3/4' FLOOR DECKING o �— 4" CONC. SLAB ON GRADE
BRICK VENEER 21XIO1 21X10 JOISTS
SLOPE i /8' PER FOOT
2'X10' JOISTS —__
° d ° V ° d ° ° V 7° V ° O° V ° V
a a a V TYPICAL FOUNDATION WALL:
TYPICAL FOUNDATION WALL: ° A 0 00 00 00 00 00 0 00 °0 °0 °° ` ° ix 81L-BLOCK
x 8` CAP BLOCK d °0 °0 00 00 00 ° ° °° ° o° ° °° 'x (3) 8' LINE BLOCK
o° °° o° °° °° o° ° °° °° °° PERIMETER INSULATION Ix SILL ANCHOR BOLTS @ 6' -0" O.C.
x (3) 8" LINE BLOCK PERIMETER INSULATIONi 0 00 00 00 00 00 °0 00 00 00 i 1 112'_ GRADE
x SILL ANCHOR BOLTS @ 6' -0" O.C. DOWN TO GRANULAR FILL o0 00 00 00 00 Oo °0 00 00 DOWN TO GRANULAR FILL x IV x8" CONCRETE FOOTING
x 16'x8' CONCRETE FOOTING 0 00 00 00 00 00 0 00 00 °0 00 OVERDIG
` Q0 00 00 00 00 00 0 Q0 00 Q0 TYPICAL FOUNDATIO WALL:
0 00
x 4' CAP BLOCK
4' MIN. GRANULAR FILL °0 � �� x (4) 8� LINE BLOCK 4' MIN. GRANULAR FILL
0 ,'/ %, x 16 x8 CONCRETE FOOTING UNDER 6 MIL. VISOUEEN
UNDER 6 MIL. VISOUEEN o i —
VAPOR BARRIER �- o -� ° 0 \ ;i ° ° 00% 0,0 ° ° VAPOR BARRIER
O° 0° 0° o° 0 `���' �� / o 0 0
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m V d ° 7° d d it ° V A V V ° D A ° V m
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i' -11' MIN. , a a °
1' -4" GRANULAR FILL
yf446 TYPICAL PORCH FOUNDATION AT CRAWL WALL ZF4 30 TYPICAL BRICK VENEER WALL AT CRAWL SPACE
AT BRICK LOCATIONS det.estF46 det.estF30
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