HomeMy WebLinkAbout01A Foundation DetailsDesigned For:Todd & Jenny YoungDate: 06-17-19Plan number #190116DESIGNED BY: 1'-612"10" CONC. WALL w/ VERT.
#4 REBARS 16" o.c. &
#4 HORZ. REBARS 16"o.c.
24"x12" THK. CONC. FTG
W/(3)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL
BACKFILL w/LANDSCAPE
FELT MAT'L.112"STEP8'-0" 2'-0"FD1 FOUNDATION DETAIL
FD2 FOUNDATION DETAIL
4 MIL POLYETHYLENE
VAPOR BARRIER
AIR SPACE
4" STONE
VENEER
2 " RIGID
INSUL.10'-0"POURED CONCRETE
WALL HEIGHTFD3 FOUNDATION DETAIL FD4 FOUNDATION DETAIL
FD5 FOUNDATION DETAIL
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
TOP OF GARAGE
FOUNDATION
MASONRY
LEDGE5" 14"1
2"x18" ANCHOR
BOLTS 48" O.C.1
2"x18" ANCHOR
BOLTS 48" O.C.
1
2"x18" ANCHOR
BOLTS 48" O.C.8'-0" 2'-0"5"
MASONRY
LEDGE
FLASHING AND
WATERPROOFING AS
PER CONTR.
6" CONC. BLK.3'-51316"- STAMPED CONC.
4" CONC. SLAB
W/ 6x6 #10 WWF
6'-0" 2'-0"112"58"2'-312"FD5 FOUNDATION DETAIL
FD6 FOUNDATION DETAILSTEPSLOPE10'-0"POURED CONCRETE
WALL HEIGHT6" CONC. BLK.
FLASHING AND
WATERPROOFING AS
PER CONTR.
5'-51
2"1'-0" 1'-0" 1'-0" 1'-0"
1
2"x18" ANCHOR
BOLTS 48" O.C.4'-0"6" CONC. BLK.
STONE LAID IN
MORTAR BED
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
2x4 BRACING
32" O.C.
10" CONC. WALL w/ VERT.
#4 REBARS 16" o.c. &
#4 HORZ. REBARS 16"o.c.
24"x12" THK. CONC. FTG
W/(3)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
W10x30#
STL. BEAM
HER WALK-IN CLOSET MASTER BATHROOM
SHOWER
16" I JST @ 16" O.C.
5 FRAMING SECTION
12
9 PITCH
1'-6"31
2"15'-3" 15'-3"31
2"1'-6"
SEAT
CUT
SEAT
CUT
12'-11116"1'-018" 10'-118" 1'-434" 9'-912" TOP OF
TRUSS RIDGE
ASPHALT SHINGLES
30# ASPHALT SAT. FELT
5/8" DECKING
2x8 RAFTERS 16" O.C.
2x8 CLG. JST @ 16" O.C. 2"AIR SPACE
4" STONE VENEER
4" BRICK VENEER
6'-0" 2'-0"112"58"2'-312" 7 FRAMING SECTION
KENDALL'S BEDROOM
ENTRY FOYER COVERED STOOP
12
9PITCH
1'-6"31
2"3'-2916"2-PLYx117
8 FLUSH
LVL HDR. W/JST.
HANGERS
SEAT
CUT
GRAVEL FILL
5'-51
2"1'-0" 1'-0" 1'-0" 1'-0"
STONE LAID IN
MORTAR BED10'-118" 1'-434" 9'-118" 2'-21316"HEELHGT.30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
AIR SPACE
4" STONE VENEER
8'-81
2"
2-PLYx16 FLUSH
LVL HDR. w/ HANGERS
6" CONC. BLK.
FLASHING AND
WATERPROOFING AS
PER CONTR.
TOP OF MAIN
LEVEL SUB FL.
6 FRAMING SECTION
KENDALL'S BEDROOM
COVERED STOOP
12
12PITCH
2x6 CLG. JST @ 16" O.C.2x8 RAFTERS 16" O.C.1'-6"31
2"5'-3" 5'-3"31
2"1'-6"
SEAT
CUT
SEAT
CUT
5'-978"3'-714" 9'-118" 1'-434" GRAVEL FILL
12" INSUL.
BATTS R-38
7'-6"R6'-7 12"12
4PITCH
6" CONC. BLK.
TOP OF MAIN
LEVEL SUB FL.9'-318" 1'-012"3'-4"2-PLY x91
2
LVL HDR.
2x8 RA
FTERS 16" O.C.
11 3
16" 53
4"8'-2" 8'-2" 53
4 " 11 3
16"
SEAT
CUT
SEAT
CUT
COVERED OUTDOOR
GRILL/KITCHEN
4" CONC. SLAB
W/ 6x6 #10 WWFTOP OF MAIN
LEVEL SUB FL.
113
8"
8 FRAMING SECTION
8
- STAMPED CONC.
5" STONE
VENEER
1/2" O.S.B.
SHEATHING
EVERLASTING MF40 SELF
ADHERING FLASHING .040
THK. PRIME SHEATHING
PRIOR TO APPLICATION AS
PER MFG.
MORTAR NET .4 THK.
IN AIR SPACE @
FLASHING AREA ONLY
TREATED SILL PLATE
w/ SILL SEALER
METAL FLASHING
1/4" PLASTIC WEEP TUBES
OR 1/4" ROPE WEEP 24" O.C.
EVERLASTING MF40 SELF
ADHERING FLASHING .040
THK. PRIME SHEATHING
PRIOR TO APPLICATION AS
PER MFG.
TEMPROOF 60
WATERPROOFING MEMBRANE
WEEPS 24" O.C. W/PLASTIC LOUVER
VENTS BY WILLIAM GOODCO (MATCH
MORTAR COLOR) SET ABOVE GRADE
VERIFY @ SITE
NO SCALE
ISOMETRIC OF FLASHING & FRAME WALLS NOTES
AT FOUNDATION FOR STONE VENEER
FD1
AIR SPACE 1" MIN.
5" MI
N
.
M
A
S
O
N
R
Y
LE
D
G
E
45
8"BRI
CKTHI
CKNESS
NOTE: VERIFY STONE THICKNESS WITH
STONE MFG. AND CONTRACTOR. IF THE
STONE VENEER EXCEEDS 45 8" THICKNESS WE
WILL NEED TO ADJUST THE DEPTH OF THE
MASONRY LEDGE
STONE TO SET OUT PASS THE
FOUNDATION 12"
01A
FOUNDATION DETAILS SCALE: 3/8"=1'-0"
SHEET NUMBER H.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR.EVANSVILLE, IN 47720Telephone 812-428-0174Email designers@hgmccullough.com
www.hgmccullough.comSCALE: 1/4"=1'-0"FRAMING SECTIONS
06/21/19
Mike Sheeks