HomeMy WebLinkAboutS001.1 - NVL 325 - 01A Foundation DetailsH. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM4631 Lisborn Drive Carmel, IN 46033317.574.7617 PDate: 11-23-2021Plan number #210224Designed For:Will and Emily TurnerSTONE
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
LED
G
E
4 5
8"BRI
CK
THIC
K
N
ES
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"
30# ASPHALT SAT. FELT
OR EQUAL
ISO1
RUBBER
FLASHING112" 2716" 1'-614"10'-0"FOUNDATION WALL HEIGHT2" RIGID INSULATION
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
12'-0"FOUNDATION WALL HEIGHT10" CONC. WALL w/ VERT.
#6 REBARS 36" o.c. & (4)
#4 HORZ. REBARS CONT.
(LAP 24" AS NECESSARY)
#3 DOWELS x 18 LONG
@ 36" o.c.
TOP OF MAIN LEVEL SUB FL.
TOP OF GARAGE
FOUNDATION
1
2" EDGE
2" RIGID INSULATION
FD1 FOUNDATION DETAIL
FD2 FOUNDATION DETAIL
FD3 FOUNDATION DETAIL
FD4 FOUNDATION DETAIL
AIR SPACE
STONE
VENEER
INSUL.
BATTSSTEPSLOPE
5"MASONRY
LEDGE
12"x18" ANCHOR
BOLTS 48" O.C.
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
4" DIA. PERF
PIPE w/SOCK
2x6"
TREARED PL.
SILL
SEALER
FD5 FOUNDATION DETAIL
FD6 FOUNDATION DETAIL8'-0" 2'-0"10'-0"FOUNDATION WALL HEIGHT10'-0"FOUNDATION WALL HEIGHT12"x18" ANCHOR
BOLTS 48" O.C.
12"x18" ANCHOR
BOLTS 48" O.C.5"MASONRY
LEDGE
5"MASONRY
LEDGE
5" MASONRY
LEDGE
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
SLOPED MASONRY SILL
w/ FLASHING & WATERPROOFING
AS PER CONTR.
2-PLY X 1178 LVL
HEADER ANCHORED
TO STL. COLUMN
HIDDEN LINES INDICATES
312"X312"X14" STL. COLUMN w/
34"x9"x12" BASE PL. w/ (4) 34" HEADED
ANCHOR ASTM A325 F1554 GRADE 36
5" MASONRY
LEDGE 10'-1018"1ASCALE: 3/8"=1'-0"FOUNDATION DETAILS 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 detailsSHEET 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."
01/04/22