HomeMy WebLinkAboutS001.1 - Foundation Details4'-0"POURED CONCRETE WALL HEIGHTWATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL
FILL
WRAP WASH GRAVEL
BACKFILL w/LANDSCAPE FELT
MAT'L.112"1516"2'-0"2'-0"GRAVEL FILL
6 MIL POLYETHYLENE VAPOR
BARRIER
2" RIGID
INSUL.
12"x18" GALVANIZED ANCHOR
BOLT1'-234"4'-112"112"112"SLOPESTEP112"2916"SLOPESTEPGRAVEL FILL
NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
GRAVEL FILL
NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
14" FL. JST @ 16" O.C.
BRICK PAVERS LAID ON 4"
CONC. SLAB W/ 6x6 #10 WWF
3" (MIN.) CONC. SLAB
SLOPED TO DRAIN OR SUMP
PIT VERIFY w/ CONTR.
STONE PAVERS
LAID ON 4" CONC. SLAB
W/ 6x6 #10 WWF
FD1 FOUNDATION DETAIL FD2 FOUNDATION DETAIL
FD3 FOUNDATION DETAIL
FD4 FOUNDATION DETAILSLOPESTEP13'-514" W24x62# STL.BEAM
W/1
2"x10 1
4 STEEL PLATE WELDED
TO BOTTOM FLANGE WITH STIFFNERS
TOP OF STEEL BEAM
TOP OF
FOUNDATION6"5"MASONRY
LEDGE
5"MASONRY
LEDGE
5"MASONRY
LEDGE
HIDDEN LINES INDICATES
312"X312"X14" STL. COLUMN w/
3 4"x12"x12" BASE PL. w/ (4) 34" HEADED
ANCHOR ASTM A325 F1554 GRADE 36
ANCHORED TO FOUNDATION
11'-638"13'-438" W14x26# STL.BEAM
W/12"x812 STEEL PLATE WELDED
TO BOTTOM FLANGE WITH STIFFNERS
VERIFY w/ STEEL FABRICATOR TYPE
OF SLEEVE TO ANCHORED LVL TO TOP
OF STEEL COLUMN
712"
1'-512"Date: 12-03-2021Plan number #210817Designed For:Craig House llc.H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comGARY NANCE DESIGNArchitecturalConcepts By200 South Rangeline Rd. Suite 214 Carmel, IN 46032317.710.0939gnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignSTONE
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
AIR SPACE 1" MIN.
5" MI
N
.
MA
S
ON
R
Y
LE
D
G
E
45
8"BRI
C
K
THIC
KN
E
S
S
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"
BRICK
VENEER
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 BRICK VENEER
AIR SPACE 1" MIN.
5" MI
N
.
MA
S
O
N
RY
LE
DGE
45
8"BRI
CK
THIC
KN
E
S
S
NOTE: VERIFY BRICK THICKNESS WITH STONE
MFG. AND CONTRACTOR. IF THE BRICK VENEER
EXCEEDS 458" THICKNESS WE WILL NEED TO
ADJUST THE DEPTH OF THE MASONRY LEDGE
BRICK TO SET OUT PASS THE
FOUNDATION 12"
30# ASPHALT SAT. FELT
OR EQUAL
ISO1 ISO1
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL
BACKFILL w/LANDSCAPE FELT
MAT'L.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK10'-0"POURED CONCRETE WALL HEIGHT212"6 MIL POLYETHYLENE VAPOR
BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL 2'-0"AIR
SPACE
BRICK
VENEER
1
2 " EDGE
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
SLOPE
MASONRY SILL TOP OF MAIN LEVEL SUB FL.
FD5 FOUNDATION DETAIL
FD6 FOUNDATION DETAIL
FD7 FOUNDATION DETAIL
5"MASONRY
LEDGE 1'-634"8'-0"2'-0"2'-0"10'-0"2-PLYx14
FLUSH
LVL HDR. W/ JST.
HANGERS
4" (MIN.)
GRAVEL FILL
POURED CONCRETE WALL HEIGHT1
2"x18" ANCHOR
BOLTS 48" O.C.1
2"x18" ANCHOR
BOLTS 48" O.C.
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
1'-334"
6 MIL POLYETHYLENE VAPOR
BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
1 12" 4'-0"POURED CONCRETE WALL HEIGHTFD8 FOUNDATION DETAIL 8'-0"1'-234"9'-912"2'-0"112"7'-0"8"5'-0"3'-0"M.O.10'-0"3'-0"M.O.GRAVEL FILL VERIFY @ SITEVERIFY @ SITE
VERIFY @ SITE
912"
412"
FD9 FOUNDATION DETAIL
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
1ASCALE: 1/4"=1'-0"FOUNDATION DETAILS SHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction
of this work, its technical aspects or creative content without the express written consent
of H. G. McCullough Designers, Inc. This work is fully protected by copyright under
U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc.assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction details06/29/22